ML20085F447

From kanterella
Jump to navigation Jump to search
Piping Support Sys Review
ML20085F447
Person / Time
Site: Palisades Entergy icon.png
Issue date: 06/20/1975
From:
BECHTEL GROUP, INC.
To:
Shared Package
ML20085F445 List:
References
NUDOCS 8308220107
Download: ML20085F447 (38)
v • d • e


Text

{{#Wiki_filter:-. _ _... - O O t i l i l l l PIPING SUPPORT SYSTEMS REVIEW i 1 1 4 PALISADES PLANT COVERT, MICHIGAN l CONSUMERS POWER COMPANY J Bechtel Job 10512-021 Bechtel Associates Professional Corporation Ann Arbor Michigan 20 June 1975 8308220107 750624 ~ PDR ADOCK 05000255 P PDR a ,.,-...,...-.m__..-_,....

O O i i d I 4 1 l r i 1 l b i 2 CONTENTS J Text Piping Support Systems Review i Appendix - A Criteria for Physical Limits of Piping Systems Review 4 Appendix - B Physical Limits of Piping Systems Review Appendix - C Support / Restraint Work Items Description i 6 I

.,n--

,me, , - - -.,,-e----,wn,.,.,.,..,,-~. ,,w-w,www-, - v a- ,,.wnm,,-w,,,,, nn.,-r,,,m. yen,w--sm,.r,,,,.e vo.- ,,m v m

O O EALISADES PLANT S ] PIPING SUPPORT SYSTEMS REVIEW

O 1.

Summary During Hay,1974, a pipe restraint on the suction line of the low-pressure safety injection pump was pulled loose from its mounting. This event was reported by CPCo as abnormal occurrence (74-08). The cause was apparently water hammer. Although calculations proved the restraint to be adequate for the design basis earthquake ("DBE"), load, CPCo requested a review of the as-installed piping support systems in certain seismic Class I systems. The review of the piping support systems in the Seismic Class I systems listed in Appendix A and Appendix B has been completed. This review of the piping support systems included a physical survey I of the as-installed support systems for compliance with the initial design and criteria in the Palisades FSAR. During the review, it was determined that certain work was advisable to insure compliance with the support systems design and criteria, and because there was insufficient time to perform a further analysis in order to determine whether or not many of the work items were actually required. i The work items were identified, appropriate material was procured and l installation was completed prior to the end of March,1975. Nevertheless, l the engineering opinion was that there was no significant safety problem and that the functional integrity of the piping systems would have been i preserved in the event of a DBE. r An identification and description of these work items is contained in Appendix C to this report and is summarized below. lO 8 r

i O O Bass.Plent Piping Fecility Chang 2 Piping 1 ? m m m 0 0 E N O ? O O M i 0, E 8 o m a m m A a e a a R A e 2 6" & Larger 4 3 5 2 0 6 0 1 0 4" & Smaller 81 10 43 4 5 3 19 0 2 l TOTAL 85 13 48 6 5 9 19 1 2 188 - The restraints added were of the rigid type, anchored to either concrete or existing structural steel members, and having U-bolt clamps or steel framing around the piping. Some of the work items consisted of maintenance and upgrading type activities such as adjusting U-bolts, adding shims and other minor work. Subsequent to the review and completion of the work items, further analyses have been performed and it has been determined that 74 of the 188 work items were not required to meet the Palisades FSAR criteria of not exceeding 110% of the piping material yield stress under DBE loads. It 1 is believed that additional analyses would demonstrate that there were j l additional work items performed as part of the review which were not P required. 2. Discussion A. Basis for Systers to be Reviewed The basis for the determination of the piping systems to be reviewed consisted of the identification of.those systems required to ensure the functional integrity of the shutdown cooling piping system for normal shutdown and of the Engineered Safeguards Systems piping systeam, in the event of a design basis earthquake. 4 . 8

O O The physical limits of'each piping system included in the review included the system itself and each branch connection through the first restraint beyond a remote operable or accessible manual isolation valve. The basic piping systems or portions of systems included in the review are listed below and are delineated in Appendix A and Appendix B to this report: i a) High and Low Pressure Safety Injection Systems inside and outside containment (PSID M-201, 202, 203, 204, 210, 221). ~ b) Critical Service Water System inside and outside containment through .,isolatable branch connections (P&ID M-208, 213). c) Component Cocling Water System outside containment (P&ID M-209). d) Charging System (P&ID M-201, 202). e) Concentrated Boric Acid System (P&ID M-202). f) Air Room Purge and Containment Air Purge outside containment (P&ID M-218). g) Containment Spray (P&ID M-203, 204). h) CVCS letdown system through flow control valves (P&ID M-201, 202). 1) Fuel oil to the emergency diesels (P&ID M-214, 655, 653). j) Connections to the primary coolant loop through the isolation valves (P&ID M-201), k) Auxiliary Feedwater System (P&ID M-207, 220). 1) Gas decay tank connections (P&ID M-211). m) Diesel Generator Auxiliary Systems (P&ID M-214). n) High pressure air to the safeguard valves (P&ID M-225). Portions of the piping systems shown on the associated P&ID's,but not included in the review,were excluded because they are not necessary to the functioning of the shutdown cooling systems or the Engineered Safeguards Systems. %d $ I

= O O Each of the as-installed piping systems, or portions of syst' ems, r l j. encircled on the attached P&ID's were physically observed to determine I where support work was advisable. As part of this review, the acceptability 1 of the location and type of all piping support components including spring supports, rigid supports, guides and hydraulic snubbers for thermsl, dead i weight and seismic loads was confirmed (Estimated total in excess of 2700). ~ Spring hanger settings were not reviewed, but the work described herein would not significantly change the settings on. existing spring supports. 4 I B. Basis for Piping Support Systems Evaluation The basis for the evaluation of the as-installed support systems was as follows: The base plant calculations, drawings or criteria were used in physically determining where the as-installed support systems differed from the initial criteria. 1) Piping 6" and larger: The base plant calculations and drawings provided the location of seismic restraints to ensure that the piping primary stress levels would not exceed 110% of the material minimum yield stress at temperatures under DBE load condition. The restraints were designed so that the structural member maximum stress levels would not exceed 60% of the material yield stress. 2) Piping 4" and smaller: The base plant design criteria provided for the physical location of supports at such intervals that, for a particular pipe size, the natural frequency would be approximately equal tg or greater thag 20 CPS for design in the rigid range. These criteria were followed in the small piping systems review and in the definition of { the work items. i

O O Where the as-installed support systems differed from the design criteria, engineering judgments were made during the review to determine whether the support could be accepted, as.is, or whether a specific restraint should be added, deleted, replaced or modified to insure compliance with the 20 CPS criteria. 3. Conclusion ~ The piping systems review described in this report, included all piping support components in the systems required for safe shutdown. The Appendices to this report delineate the work items accomplished. The engineering opinion that adequate functional integrity of the piping systems would have been maintained during a design basis earthquake, even if the work items had not been performed, is based upon the following: The majority of the work was on small piping, 4" and under. Modified dynamic analyses and other evaluations were completed and acceptable stress levels calculated subse.quent to the accomplishment of the work items. (less than 110% of S assuming that the work items had not been done. These analyses have confirmed that a significant number of work items were not required to meet the Palisades maximum stress level criteria. The modified dynamic analysis utilized has been submitted to NRC as part of Bechtel's Topical Report BP-TOP-1. The topical report is in'the final stages of NRC acceptance review. O a

~ O O In addition to the modified dynamic analysis performed, a number of the work items accomplished are considered i as upgrading to (1) improve the restraint / support condition; (2) minimize the potential for vibration; (3) add conservatism in modifying single directional restraints to multi-directional restraints. (Unistrut Corp. has recently confirmed that their product is suitable for carrying the imposed loads in all directions.') i Although the engineering opinion was that there was no significant safety problem and that the functional integrity of the piping e,.tems would have been preserved in the event of a DbE, completion of the identified work items has provided further assurance that the shutdown cooling and ESS piping system restraints are in conformance with and in some cases exceed, the Palisades FSAR criteria. The major portion of design and construction of the Palisades base plant took place in the late 1960's. Due to our limited knowledge of start-up and hot functional testing, certain changes in the plant and the operation of the plant, it is impossible for u,s to determine the cause for each specific work item. However, they generally appear to be due to the following: 1. During the recent piping support systems review, numerous l relatively simple devices, such as U-bolts, were added on small pipe piping systems on the basis of the rigid design in areas where it could not readily be determined that they were necessary, inasmuch as the performance of a further analysis to confirm that they were not required would have" unnecessarily delayed start-up l O l V) + of the plant. As indicated above, the subsequent analysis has confirmed that the majority of these work items were not required. (74 of 188),

~ O O 2. Subsequent to completion of base plant design and constr.uction, certain Seismic Class I piping systems were added, expanded or b modified without uniform application of the designated criteria for restraints. (20 of 188) t 4 3. Some devices which had been or appear to have been installed } during base plant construction were subsequently removed and not replaced. (13 of 188) l 4. Some of the adjustments and minor modifications, such as the adding or replacement of shins and replacement or adjustment of nuts and bolts, were ordinary maintenance type items which could have been routinely identified and corrected. (11 of 188) 5. Many of the work items consisted of corrections and adjustments i S to eliminate interferences that are typical of'the type items normally checked and corrected during a start-up and hot functional () testing program. (15 of 188) 6. Other work items may have been the result of differences in I engineering judgment between the engineer originally performing the design and the engineers performing the review; incomplete documentation and follow-up prior to and af ter turnover; I late piping changes and modifications; lack of documentation of engineering approval of field changes in location from the original drawings; and an incomplete check out of the installation of the i l restraints. (68 of 188) l l The 74 work items determined as not required in Item 1 above include approximately 13 in Itens 2, 3, 4, and 5. ~.) a

~ O. o i The work items discussed in this report arose out of circumstances believed to be unique to Palisades. As indicated, a number of the work items were subsequently determined not to be required, and others relate to facility modifications subsequent to the completion of plant design and construction, maintenance type items and the replacement of restraints which had previously been installed and removed. ~ Start-up testing programs which are normally performed by Bechtel on other projects were performed at the Palisades Plant by Consumers Power Company. This procedure and the manner in which turnover was handled may have caused incomplete coordination of follow-up items. Subsequent to the design and construction of the Palisades Plant, the application of seismic restraint criteria by engineering and construction has become more formal and disciplined and has been subjected to extensive procedural control. In addition to the development of the procedural approaches to restraint work, quality control and quality assurance programs governing such work have evolved substantially from the Consumers / Bechtel Quality Assurance program for Palisades, so that even if some of the underlying causes were to reoccur in spite of the programmatic and procedural developments, the Consumers /Bechtel QA program for Midland, or the Bechtel program in conjunction with the QA programs of other utilities have and will continue to provide for prompt identification and correction. \\ j bU.

l App. A 1 APPENDIX A \\-' CRITERIA FOR PHYSICAL LIMITS OF PIPING SYSTEMS REVIEW i P&ID M-201: Piping connections to the primary coolant loops out through the normally closed double isolation valves and connections to the ESS and shutdown cooling. The primary coolant loop piping was excluded because all seismic restraints are engineered and built into the equipment supports. P&ID M-202: Piping systems for concentrated boric acid injection by the charging pumps and letdown through the remote operable flow control valves, pumps and interconnecting piping. All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-203: Piping systems for LP injection, HP injection, containment spray and connections on the safety injection tanks. All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-204: Piping systems for LP injection, HP injection and shutdown cooling. Also included are the connections on the SIRW tank out through the first isolation valve. All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. 1 P&ID M-207: Piping systems for the auxiliary feedwater system including main feedwater and main steam out through the isolation valves. ~ All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-208: Piping systems in the critical service water system supply to the ESS and shutdown cooling equipment, plus discharge water piping from air coolers through RCB wall to isolation valve. Also included are branch connections to other services out through an isolation valve. All other piping systens are excluded in that they are not necessary O for operation of the ESS or. shutdown cooling systems. 1 of 3

APP. A P&ID M-209: Piping systems in the component cooling water system outside containment. Also included are branch connections to non-7-g ( j essential equipment out through the first isolation valve. All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-210: Piping systems to the SIRW tank from the tank to the isolation valve (continuation from P&ID M-204). All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-211: Piping systems from the gas decay tanks out to the first isolation valve. l All other piping systems are exluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-213: Piping systems in the critical service water system (continuation from P&ID M-208). All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems. P&ID M-214: Auxiliary piping systems for the emergency diesel generators and emergency fuel oil supply to the diesels. All other piping systems are excluded in that they are not necessary for operation of the ESS or shutdown cooling systems or they are an integral part of the diesel generators and have been seismic qualified by the supplier. P&ID M-218: Piping systems for the containment air purge from the i containment penetration out through the containment isolation valves. All other piping systems are excluded in that they are not necessary for the operation of the ESS or shutdown cooling systems. P&ID M-220: Piping systems from the condensate storage tank to the auxiliary feedwater system (continuation from P&ID M-207). All other piping systens are excluded in that they are not necessary for the operation of the ESS or shutdown cooling systems. l 2 of 3 i

App. A P&ID M-221: Piping systems to the SIRW tank from the isolation valves to the tank (continuation from P&ID M-204). i All other piping systems are excluded in that they are not necessary for the operation 'of the ESS or shutdown cooling systems. P&ID M-225: Piping systems in the HP air supply to the ESS valve operators. All other piping systems are excluded in that they are not necessary for the operation of the ESS or shutdown coolin8 systems. P&ID M-653 & M-655: Piping systems from the emergency fuel oil system out to the first isolation valve (continuation from P&ID M-214). All other pip hg systems are excluded in that they are not necessary for the operation of the ESS or shutdown cooling systems. O O O 3 of 3 _o _,_.._r ..,m, _.m.._._

1 l O O x, \\ t I I 1 t 1 1 = g. 4 s a s t e!! n $m.; r.-ur g$. 3@8 17 (-) ,/ 0 h',: gh I.3 i s ' i 1 ( ., ; 5, ! !! O '_ _X i,4. M,l'M,i -,',,,.... q..p.....; II (C __.__I li.p" -{ jr r:: Q ,v h M);. ib) / i et i .j il l i .i f;,= ...lJ f [l , N-+'h r-O'} -b Q[.4i djh @c;. i j !! 2 D I h,1.D '. $1 35 l fI-p;l c Ey ri m.t : r g % r; m.ix < i rp ;, ' ' 7... pp. t.p Ai i i r g j .,ql t9 i y . p;}.. <.j,.3, -. 'k *i" i in sg.... iy..s.....*:t

i

., A lm_ R 7 i t- ,u ....*__. p %. m. ,4, 4.. p} ge. _m wE' 517)-- igp,2 t,! @O'{gJf ., ll

FP f @f l'

_7 I'

  • --@ 7-M @- d d"-MT OU k

h ,f,h,;;;::;'l:.Ikf, U -Q,.] lhlt

0.
  • W:,j liSV %l,,h p* g g jt {g

%s p. 3_ u.a. p {

f E 4*

'l;' ;l3.-.i ' --,,,- r g- -- y 9 Ff 9 N, b, A f C g mm.w we on=w no d s;;..w>,.., p_u.- l

......a,., _,

.. y . g;g g 7 l '. M.. _.. _ _ _ _ lI..".'_7~[pl f } '! ' 4 ------ F - ---- -- -

6 t,s

- i j 4! :. '"y d' #f3 9 q 'l gwts,J@ 4 :I v4 _ V l G ? + > hj }l- -Q. -r - g;.pg d),7 t 4 G& (i: t ~ m.P i ph.. : 93 W-g mw--.m ^ ? -- ',4 itY3if h - g J@ b a 'p

  • )

', '.......5....,.- .y n i il'

y[ Lm

T. T4 g s I ' v--$1,.

d. I"fg,d M ':, h kjQ

~~~9.' ,) gf 'g 2 c..ff

  • ^

i . y ' ~ ' ' ~ ~ '

@ a:

j II ,.hy*t.6.%; ) !? [<.. _..w,.L,p/M, W i., '5tf

b...,MO E

g -- tg>3 ~ -Q. ; gA s gQ+'.. " '. p e , 'ga. ) ~~ .*1,Q q J.t %d J u 4 Wdy;. g' 'd - ir, a N$} Il. O .37. ~#~ (43 l: r -? %#M : sc i y .tj. 4 (-9 -l 'l -f.". ,g-- 3 {...e,gg g

{

t t-4 9; q p., .I '2P - -e ------- - - - - ------------e-m, h !s ~ h b l3 h-r= 4g-,..g..;.g 4 g g..,..g,q q_ 5 3 E.,M_ _ ) (D = 434 g# BW !{ bh ~ N ( Ihll hk NY'kd gh ai E eO--sc+ Ae-L m e-a w.-eae e. ge* A'2 r;D s g, p'.. 9 M . - '--g..$ 'T,r 4 25 o a I % of. v, : @d _n.. =.~gi' e 4 e t i: ~ lui,. y,! kyg kf M r-M T $ ty @ @G' d 4 @i:I Es O O ti,r+5h*$f 4 % 3g' Eh;u k - !.8.l f, - bj--[m [e@ o e=. .i. ..r = : I I

5

[s g 4.- -s { - 8 s 5 ji Ikb ld a a co.. > t i s i i i

  • e

[h 4 @g" k _. e

O O i i }N'f

j "

i i j,$$; 9 ..,._ lff T, 3... f 3 q pn d i pp b.1:p i d !! i ! %l )# i.M@if i !! !! l V i il9

l. ll')

33 m. a,9y a .e > .. ' %c p =. d, M t-4 -v a :p-uf, i.w.. ;.h J >.... 9 T a ~e Q*':n;, 0~ % ,y M,)yyy, t-s (s} aI 3 i di stu 9 .y s .a., 1 JK m a. .. g.f U .f,A-D y; ["h e T J q 'il 'Q'.Yl %- y , [j.;1,ki p Ac -.g; .f.,. ' l. 2,- :e" w 6n 3? 1-r ,q j 3.i d [.- e __. g-a a Dq-.-- a s f -.i..g t in g5g - 71). k 1 - 15 t= f,,, 3: .a,..tr 1 q. g' lh .y I ;1g +w ,6,,. gK 1.4 2_.2p3

r. eO -

.t F5fG~e c7 [ 5 ~s o.. m p 3 I uJ w. g.pl y* as&.-e- , 5,{: a,- I w %gr. [- ig w a' t-/

  • r t.

P s -g y pg. t L - -- p.ma ~~a

o,.,%:v. 9

. H__ ',e e _::;U ~ 6.. t; p

8 ktAda c

i t r M-'m re an a a .y*..cr. g-e M "a, D 4 r 7* 3rps .reu E *n'w,_p,tc4 ., -S"- "A r--- -ep ~- a y y !t IP ' f $1ninN.; gi/ @J4, . t.; $ig-I r. i-- _. @ ;,u.2 a 3-$T p.gn

i. d"

~~ . L6 4 't g 2 _g,-%.c 8,.. . i' t-, !,%"-Q'n4 g 1 o pQ. 3 y-rl' JJ 3 I. b bl il 7

_o:e n q.3.gg-t e - c.e
itt,

<n g >i x .e O,iv.ap-b z.& , ie:i..,_, a, Q.". $ ;?,, y

p T

g.1[w--7.

cM 1. h ra "w

, fin

4. F

~ E p) r c;n 32;.cg. - v q gy l j re.; t o 1

3. a.

3 e .u 9 pE i wh9.-I Nyp%j;h..,6. 4p [@i ]iN, P:.iq 9-

.y-.e O f)_M.

t

d. 9 E

j r ejuh Y.c ;t %rs s.

r. m

";;'W 4Mldw.tp:,, _. iJ ir'.f. e

9. ti. 1 s..u,v.3 S...it 1

4 >h ..+9 .s e u e.# 4g w .., y 1 =: y us. Q @: - e R.-1';-3,JWI Al U =l !! Ih6 3 i 5.e.].,p,3 e :< 3@WWw: +j ?p @m.v N ~9 @o;,,14 is n l n, .d e a.! <ci,

j. @v
.y ugi ta-g.c5.y, Cr

= ie ,4 m i.grf-t .s p. ...U. g %.......'i iwwW s_. g&. L, t g rr,-4, %j I 1 t m-?ap-f f g. ' ddi h@f U*61ThIVi_dIII'""(T ia .e.. (. ArJW E[_5Y fl.@%' i: I QTitO 1' b r.i[i" P 4 b -egTh, i _. h i h) d h2 pia==s==r-g.!..!! *j^*YTs,gh. ' jt$ $lh ..,nA @,_.o_- w,. g. p-gI a . n., .I 4

-x,,-,n r.-g

_ _ _A. l 3 + .: l, t i { -l' [tlh? ga '..-.'./ Yp.;l '. ?.% P \\' 'C f. )$. t ~' irdt N,Li

6. b & ty,W-hl
  • =*g. ~ i. '

fj ' gh' {,@:. !N b 4 5: W4 4T 4g 5: 2 s jD fN Y,!~.h %.Sl*'N( '%N l I l i J MI4 N- -.... 3-.!N N ~ (h [$ ($ I J J4 g 4 i i vyi i i i i s \\.~ t 0

o o v V %vo 4 d n !!!Yl@ !eSR 9 o m m .< o e k;%W,If i l'j h ~ . g,j,; d . 8

i I

'0 J Sv!.s "J r ,f3 i - x i lIIN -. j W lI Y-- - - - -; e i

(p..y, A'

@4.. i. c, o el ^( t y ! %ID' I v%. Qh; l ' '.. Yp gyp ';IG.

Wq ;j9$,.g.gp: ; fg t

14 A'i,. g .kf:. ry.* ; '. fij; ~ - El 'j 4-. l r$.$,x , fr,] 5 ,l .yp '. 4;

39.
- e g.

. l. 3 @7....:p v :rp

ir,,
tz g

a

Ag gt

, y; 95 I '.Q..: e [.

q+;.,ti.
wn,a i

. ;wp;-m q. s tr >:m!;. : w.

m

_i o g.w m w :._ <w q.. a.w. n,,;:e.cen q

i e su w

e .n.s m%r-.p m,... g.! .u..',s.w>r!.s.. .n...,1 J.:. a. ... - rs o ,R yd*34 ' @. p. fiP,f ' D: E&,j i31M '8 FR..f. fir.f. ' P: fi.%; i zer,. . s==

. a, g w. g - S, 2 n at 1 g.

c q ac s', s-q...,#. 3 i1 3 m.r, Vw o; q>g r er ne +4t = Vi! ) [ O$tt.ph M 94 e 49 ya sa.w te s a 2 o. p... ~ N* ; UsS'O 5 B a dhi f,!.4F&a f*4 a o :W ' ++ a?! 3 ?i j C) i 7 saa swv ap,3 $

@ 3

~ a f = + o <, M >31 e es.. <. 41 e,75! +4 V E OE 5! v om > .g s i; O, UG ~ g-as. a m e o;iaase g" o ONT4h 8 ga 2.t s +, a *-ap # eau - [ m ,.= c = a o em, ocwo e W'bf s eh a l e..; ~ 3 etts ( g' g 0 ? 4 !$ $ 6: I,$ !% l@ a!@

  1. f-!

l i i a ~ i i la# i o'v} l l l \\

~ O O u u o p w.pfl" dNp INqy[ e @. *.? g .a i p m M bi I M d3 INd !li w! pJ i? i w 2a - -g J, .e n 3 - i a n s, n$ e r n lkf )O. Rn h aMyer Y e. g.; e-ap.p2 p g.h;a,4;s nsk.: as m w xs st 4 tysv d [f' ,.h; s ij "Ij"" ).- ~r 5 4. i g. 4, c. j hj hs 'j,! dC 3 i

o...g %(.

FG s jf.,.2- :.il2w .. ;,,3 w. g p g:.on ,3, &, : C !r s a e e WU5 ". ! g..

i.. e

!..D 4., : - - -["- c; 3, I Tt -'o '+ m., =., .m 9-b-![ hf ./... r[e. u,. d-u. n u: e > - }{-{j!( ' n,c# v3,.;.- .h. sg 33' pg r,p. J q wI. 1 r.. .c g .j h ('b $ g; SP ti. 4 ( d <g4 m 3 3 IM GP = d: L c ; g -dih-if..'*4 lli" di' $44 D:h ' E p' '. .; h -*I Hit l4.M[ t _:M3 @ ; tp. 2, J a a. ir R I nj;,r_ w--s t j;:ls(@!,gf .},}a,j, , ;( ' j q g; s [. 3: f} Mk)! O ,, ej l dl, g; _ +'i g [e+ e '}Ah. ,i c, 4 g j. a p!.

ej j..

j jg,p. __..yg ma 4 w e 9.. gp jpp g. g g - -Q p,3 i? w ore

g.

5 .; !}p e {,

] g [

.tv DR s p.,' [. g#) M!g, @g i@, = p 3) ~ p) }Bq l.,v61 p. f g O E 4. 3 di .(l u ,01 .n.. i e 1 n,+. i ~ @e,d. @9% 4 ' M' WIb 8 @ "l/] g cI*ty$. :.,O ct@j7. El "I* '3 G./ 'Lp g (pf 4 *,* j {lii' j*-t T i )c .s gr jE <.g,8 sh a L G@ Ei 4j;j gg ;11 I . S3 E! Y,7 '- FI O- - ELO ,~ i 8 E! Flh sy ;)i-4 . ~ '... 4 ? 'l&l-Y,;,R g.h t 41..;.pe am 3-l8-lt 1 *'r'. ta ;iQ, 3 I , v.T q. L g n 9 j q .g, ;s;. x 3.M.p u, %w: w,m.m. _,.o. g . y.g.. % ,q. "r.* g 3{ p t y m m g e,,. a .2 s e 5 eo, y$ 'tp w i,1 ~~ ~ } ~ 8 j jffy i Ff 41 to-( ~ ,c y e 2! U-- @i 45 -wai,.J" sti u bl &{ Q 1 11 E-lj j h 4, ' i -* L 4. A' +ti) 4 2 _ l t n r z !qlp IS :4,lb4 2 ni j ,i! 1 t ji!! IIi J j e i m

O A ~W i r i i i gm - .m

i L
pm wn.==g%__.a.cg#, -- g;g ---- q

@. f.u,lg w. y - --- 8 yr ri..9 q T;,... + _t..,:1. m -.- - y :p i a 2 z g*ft { 4' M } g? r, g < usa m, y[ ye j .c4, 1 $mdh. }pbk a ki7= d4 . Adve ph,2P.SE@ Mv+m'wd'Mbh $ i n, *e;, h r.j3 g ~-~ .-p n w.,s J-n J }"" k.y; o 4 N s.tM ]jh.,g:. -b.p l o: n.. '_H* vasc n h ' M: d,. -[h,, 1). .....%]-i } ,a g > O-2.1 o -pe$ g 2 g 3i g 7 +i.,.,w. W..'M 1 t,% n. 4.s eA2 L. ~ J..a... ,,1 p e*

i
  • g- ~. a+

m 3 :m: g(i.f r,* ;,3,[g ;T;g-[sq4.* 'g J 3;gc4 m.], _ri-eg:,. hq w=., ;.g ', ,A t e-g 0 5 P2M, i t E KC $ Ih1MJF M,j-p#p p_,,W y,. -e q, 3 e 5' @.1 M W R ! k : 3 2! 'e ! %We t *i - %:t.,.u. p$ p'tTa tAigt .g.; 4 s.1 w.9

  • -o i u-h '8*fm 4a.::,:

c ixtrer; %3 m.t: i s-4,t...@ e.c .. 4. l Ij 2:,. _.- l gp .*,=, i 'l - I ~ \\..!'.j. nI;I&. -,- t p,@ i ( N~ dh+n. 2 K ~ E ';hpi 1 gjM. gIM",! ghM h'-f Fde Md Mt

  • 5 s

! %[ Q') - I J M'ig. g ', ;-&--W-(. Efil 4 v iWQOjd. 'd g

4; C-g 0

k$Q*!!.Y~- l<4; -fj. 1.,;.'. u

,-T*

ebj ...l;t----- ~$1.T;' Lh l i -<e 4d.3y- - rlI-- di A 5 it-- s ? .J.. r It -e.t d

isil

]l! d hg- -h t-- ," ;c'9A.j IIII' ' b[pg ~* S Il l D eh G E - dFji'.. 2.sjf.--kjp q.pyh.-,, J m --- q +- .g ...a. %., r }... 4 t 1 S+P.pi a, o p 9,. t. t 0-r" e. e- -i N ",- -dM. l

  1. g.p$

2 $ I;'. r.L_@<a 1 i,s@ i in i t p< E d 91 m n f

n.;

%g a % y) vu i 4a 4 wep .4 ? it n ,. y i e 1

g...a 4<

is t g 8 3 v amv xn . a p'.,, v n ..i %T hf i 3 .;. 4. y L. if y w U:. b., 5.y.np%; 6 p;'i.,( ~W .4.Q. 'n' g .!!,,)t T,y G ,0.. E,a % _ _, O ,a .y. y. ., - s. ni m i h i t%'% 7"'H, f' r.., le. la:." M 'a n'. )t =.3 o

y.. - 4 W 14 %

s-n_.. s. t

1 m,,

!i i.., 50 de., 3 q, ..~ n ~ y, i-l,I1 ,!!. L a ?6

  • i.

= ~~' ~. O q, ,9 iy = ..e3.o o { o a u i o t __. ~

in-t.~a....m

+ A. Wt-10 W J 9; 3 n-.2.4 @p'{fM4 -" a + ..o M.L)g, ty[3[i:m iM..."k * >l i 1 1

2

T4 ". /Lh..J J E9 M -- v

'pa cs W!!,!!1 1

, e n w~ n n2 y-v'" n~s i e ~ i q i r 01 I $ P@I.fg{ ! ', o , g y .u ,llIl?r. Lh hOOh,@-Q*9.g,_.3 ' g,v, f i e '! 2./ ~ .., i, ~> i -m,, p- ~ < a (' I _, QBf,.g <.#h.a{ I l lSD r , ll.g r.. m S-i.I IJpm . ~,.~ ff ._ 3 m 5 L _J!~' 9 ".:.NI @4,T,. p % ~p _ - q::;::,.fi '_ 2 i .. + $ :l!! . pd g !.af.M _ l'p W i : g l m% i- . $;py m c agth;r;r - W_1til '"la ~ ~" ~0 p! !! ! '.4f Pt 5 ,Mu

d 4 t- :

t,. F ij% it 1 !.! EQ,W I m!it.i 4 "N ,b i i i o i o i i i ~ 9 O

s l'% ) N' I I I l = t o I t a_ m,.csa-.--. ;---------.w,,s. e.. s._. ig e 2 ~ o ,.27; et .. y; e.u. D 'd.u.. .nn l 3

  • d )* s *N 1

'A33 ~ u \\j i i hi ,e l.3_ ~ ! i$ .g 3, 'i'g '. e. % =O s,

M,

'.3;. U.ld';i: fi ;. m 3 .f g M;.4 8,,4 - if' e[, g !

el

] 1 i i. .je

!! ii i

U l3!.$-g m h[ qui,iP$.i'.$ iM i ?.I -, %:. L V;* ; f ~j f*,f~i!!O!-r- .00jWW i o O'i ,h R_ < g_-.f[. 4,,i O!'s rJ 4.'.l bAM;pi y $~$ I lDT] . i 5 s _.d. ,.bl --7 .,, t ,i. o - ib re g'

y
.,.[~-

T O k-s"s. a w [ fL hg,l., 4 f. k 3',- = 'ig', \\g -' '. p, 'l ..p -,4 b i -P -i

  • 9 e

t v,.::: %a n .p l [ ~ j - s. u. s.,. E i M Nb 'ji ' vgif 'I. p. g ' ; a 4 '] i $.~ a%. or @gr.lt ugyg et .p4 =0 owo x 'a w .g

f. -.,> i ~

.wn-+ x 4 p f ,,) sg

-- g...-get*,-- +g g

,., 9 g,.; 't 25 [.7 h,;

s. df.f.

dq -F J.lhf$10' rr- $m ){a6'_[DNQ. 46 u w;'. ..N i.1 j :.'p b'. ~ 3 Rf 4e g s@-lL;d1@ N cw i 3.'e re .... k. l li < ! ^- M.*lI .a m %j+y b O-a g (IDE ,'I2 h ~ .g.. %c',gm3 g, u - p t- ~. d h f'I i( a.z tw j Ww lt.cgg' g j.Ly $C ' o e e D 27 h b t..i ' f, f hl 3, @d ur;y @ n J.g, g-ni-i9 ? t' 4 k.

M X' g gl. w i

.y.t- %..n - M; a - p" 3, g p ~xL.t, p+ %a. y f, 5 9.a.p, 1 g .q. rp a m o e ,$. d -n)j.,w:&g 'y* a O r. .i Q-+ +: A c-d 1-d. Id ",;A L l /N. < y ;,l .l hl5 4 'j M - rv I ryrgff -t t ? \\,_.s) tb s Z, (

  • i p N d ' '*I. g.?, a M'H '

, (, p,, 'g ^ 4 I 11 5 w 3.,,,,g. 4 G,

r. ea t

.w b Oh. f.id k 'd,/ ca.d. O b = F5[ F. ) s-s - rws dd $ j ai '.y'[ N O," h [

      • q Y O

'3 ijn: 'M.

2! gt.I
4 c

.,4 ., 'C_. l

sq E

l-g rp "'] o w, ~ u c >a ( .2. 5 f! lb b Y I! 9 ',,y.(I 4.i.- 1 ]f.- - i' s '. @,t o. I' %-n. ;t* E ' A.\\ n c,, s ..b ;e..:QQ' I if -+f + D ^N ;-5 Il LD Q A tt. 0 i. ni 1, . sti -et - q 4 8 ld 4@ lI 4 e tJ_ lip J, 2: s 5 p _k;L-e r - n h l [ "_ M,_." h h i I r m } '9,5.thk $;[ hi JtQ 'i f,0 - s'I pN g: +j W((T p

h. a p m' #. ?,

y, 0 e-I (. t. ( +- nd W M< 4M, t lp m 1 n g4 4,.,m.n p ... t,s., g i >gg. sy;...7'

i m i;

t L c pg .+ 9 1 o l . f4 t, ita at^ t t .g a* ,77,9 .m. 3,; ; t t ^ =

s

,,,,g m L l 3 jd d i = l 1 l i l g (O, ~~ sj

1 -U O. Sd b di ~g* >>;,[h 6 0 $f I!S IPi ^W>' __ 0 I !, J e gci;, %.6 fJ...:!..',i. & y s O ! 9a i t i ? ip h,, h.. j y y .,;= Sgtii;;.i - i

  • { u,

%s oe / 4 r i g ud ~ap i %,, s u, 3 :& ! n -( _ *4;{ pr '7,, -- - - ;; = _ n ' w g- [i e g ~ ~ ~ ~;f.f5;!7'd! _4'.... - i.'3,:pkQ r;i[f.,f i [] ) k. s, e. 3 yit y. p 8_,. x; - p $ ' 1 f-- ;' . sg&. s. og. n ta:y, ( i - b.ain w u Uag v. p: r r-

i. id;,6 sr?g-j;fff e

1 1 ny.c. 4 @j- ~- E [75 l 4p. gtg 4 ""' g, ;; f# l l' ~~ x

g.,rP
  1. 3 p t

'a g ij n see. i .o %,A,cJQgj;i

i. -a.. g wy i,.

ygh,, 2;s,+o,.. g 942. r y_,3: i.u:; a$p. i p e e S tg...e%.,8 IPT.4... _. 4l9 Q p !!L r "S 4,7 a .s _

  1. 10 a

L@ 1 0 L, 3 e? e 1 <o o s, n.=-:

,. t -

- i 7,. 4@FjWg. g :!.7 t jT'ad d 's 1.: E g -gMi g M p L;

-,, %a p

. o _-[p H Lu g d 2 g R n L ,q4 n o gu

p" ").c g g

518 le (' -l We i: 69';p ,,4 o.. u p g 3 ac f a-o[h>po;H+ g.er-+ 3 -. =. V k o sy,p Ag r r, u [. 2 f'h [1L3 i..} ~ m = 2 "l #... = E e r T to ev, i: A. P E w ,.., n, lLj p c a. n..t pw = E m T-v. w ~ dJO! N ky3c ;h h ~ 6 i. gi' @3,jj ht N+ y + is k + d] h e it n[ m as:t m u m n a n m

w.9. p

.w 3 4 4 n911 ye yx e e aYr a !h 4 fi '.fE,_.,,4'sg A 6 4 G ee

  • ll_ g' M,e_...,t! [ [

{l se :a +$ I ,hl,,.. i *t 'L.g'__ l t i <ii.e n 1 s s brt4)t)tGr+ jMr e at t eco#pP 63f *i 4 44ti'8.6!GMGd=#Li %aa F @ssea Nw a: h

?

't!d.Gio.04.L3',Gic ; i id ' o -0 Wet _j 4 masas sw 4 a i 6%~ 4.%Y n Wi~.4 i M t l na m. i .m. .e, i O

5Jh7+ih !dII NifEM'1iC Nv%p@QGb.* i o Er A. 2Mh ... k i e.m a -fm. d yhagp!!i[b[. j !! !/:;s n w$s*kn sIf% Wf8 % %E s f hpe

yp g,

i !..3 ,e m F, tr p n u L v-a: j sphpM,g 9,4 a, g4 upa dmo -d u 2 r ea =ev- = mj %a. =*;t~iA d, '/ mo ar e, - m, n4 u~T t s 3 d ~ b *W I n. / p me ~ I; Q glDN j# W >' *Uir rgtr$ u HQ.- Ni u. g ' { b Lb' f f.: Ny}e O 'T_.p r.W s WV f,*177 [.- @ W e<. g:Gs .c n ,. ov '.a s.. q @-18 7)?I 'c.a0

  • i _ 24 5.l. 4 9,}

J ;. ,,..,g 3 '"" S E I N .4 T. -.,Od98 M;i! -j I _ @[ i @. 6. hp cidSm @ "",[ j . q, ' g3 g _t .g ,I g3 g-- a m jr,.y ' .y - k wh r,,,, " -h,, ' U [,U 'M W L 'g. d W9 ' m 3 5$ ~~

  • Wi hr-h h ii N 1

!&Of) c s' 4h...O stu I n ' f)~ u.i. 5.{d fM I hk p m,3 ? u.l.,' 59 - y, a A x,iw

    • "*4-

.-Q. !l4 A.,. ^ G?>. 8 a p O n. 63, A

~;

- q'y

[v

.ny ' q-n= pmy

1

$ h

  • DfG

._h _./ - I 5 I 'f hp !4b_4. f,IYT --YS,n

  • -% v.y h *@'" n qj p

I 2 (b-@ p) hg j j s - . + 1 r. k fN' k?.4.t)* [

  • N.O,1l.','-/,fdlIkr f fg-C t{T g

4 -. ~9 3 ,t,., h it i ,2 2,,,,- u no a un y:-

  • Nl@

l;M _ k '? Y [ h' ,,.h) f f e, 4- -~ n

s i--- g 5= f y n', wsy M

, w;rn b

  • -*{

q$(El 'rT N M4I dh) d, $$

,.5 h
p. Mh._,,o W c g

.' a# ( 3,4 ,3 v*. .. ig %.h ft F,4'l T ;,j v v p 1 e4 4 nt, r 89 p %' :6},,pII Se ,t ts 4 i. - i q,.p ,p 7,y g. i, -; tt }j, y

q. II ^fi

~ iO* l-m'- f ~- ~ a I" ' ':e s. 'pw${ t d:,:4 pp 9 -- o.8 '6r3 51 -- w 1 4 q _ L t ' hTfg?s at - tA p! 8 0 af.V a y Nh. e M, 4,W+ ii i M s

    • M*

li" ll".. ~ "Vu #] F p ~~~ s 1-s ff $'j j I *f *" - J-WaT-~c"'[1n 4'J-F - 9-r E 11 wr "jj ' b O'~1 i, g" # g g",9" gi r

  1. , A f,87. O,b[d0

} E I ^^ [4 fi h dN!!

  • *r-M gy *g;

& c). a 1 -t - n M&M4a.,.. =, - %I;$ ^ qc. n-

.5 0-gal W} 3 j y'e'M EU 9..dha h,Y'[g y

~I j ... Ifg 50% F jd'd.f.T!9714 g3 4,g f ii 3 T 'dg k f.'M.h, I.U teklfy h ~ Q } %r 1 :.d,[p/ 1;-+? Q}i @ Mw.' ---hy 5 -* % 4 -#.2l' trd ON e L Y'.lp.yd .b.I. 3 hT dN~EE' TI .: " N; 4A 3 ... lj:!. gh& a. p,p[.%, .M }; 3 ( Ci 9 ' %t g. q

3. t, - g, - %g y,,

q m.g

m.

f ~1 jl ~ .};h id ,E. .,,.13 !q;g

  • Gl:f;K:g,

L " ??dN-w. .cMtavp 3 y li A flh 4l [e r. - gh 'I 3 4 a me a 4 w n, l l t l = l l e I k ar e ~,'++-==------c-e- ~ -e < ~ - =-t

e

-v mew,--v+ -r+--

O n a v i q w n qEs Wq)av = 1 ds < t e a I,t i..n. i o l mP i 1 "yj;' ,[f-1W.

d@lpii(g,l.ty
j wtw y

s i i, r, J j , 9 li n;, ji j gj i.g,l e i h in i 1y 7>b-aji i ,9, j:l! j Hg. ; li

, p il gij ny,{3va!dp.!ggg "x. r

!i e s: h M: ,4, 4 {1.y,<

p

-g.g ;r --p : < crw m u ffg u 1

g..gg~ <lh -;

,;;gp 1 93 yf,l ll@ hr g i

rl; '
  • tyw f 3

[N g,,m$ Y., _ ift'$j Moh [_ ! p,Th.h dd p,,.yfptgy' 1_ < m R'?pe <a e-,! 1: R gp f ,6 O2 l.h? h U= . A.3f3l[y NfMg

dL d

l v.48k i v-t. a<

  • et

~ q,

i.,

94 a gh_.ff

.,- h ghk
  1. T dh;N f3jJXg- }

pti) (M'1. Qo ![ i d! [ ! %WPh 6.. g i. +. d u cf h .M G l; 4,%r i 4'- 1 i t.n : w in,e " ip .Ina$ !' m y $N hj. co'. n I.- i m .t; j .. Q. <:i-j, p> i t n a 4<s A<vg. g4 en!I-I:l stil 1 e, ' R r-.! E"Qb..

_e ll!hl';kfllil Y,jj%c)m.,ste=o,

!1[e.!!! N g k ubu,4e% s s O in .n, g wr.i o 4 s r i c s , rFT D / 14 /1 W n l:., y f + p & m aL '.abfp)ph g i== N g;u ih" ki [ al.g c. --i 4F$ 'e ~~' j Mi d, i %.1( g$'.i l

  • lOl, d %! _#A T,.j!rdfif,1 F t s l : ln)

I @ h) tA 'p L g Mdr.ig5 : y 9 s a4 hb Q"y a I F%dl..$_'"_]E': [ s 3: g9d a..? ~~ ~ M j,in g p.s!y-r[el a j;'* 'Z vi s_0 J pi' p 4,. O, 3, 94 4J.p ,_,L 5 = d i P R 4. & -- 4

e.e *-$ 8 lil $N;p.pQ-

?if g rz ni G3 .s o-H'4 -4 W

9.%{ %pi de r

E i,8 "e.cd{ i -r#- ! E: -4 ; V 1 .o 18 og % Eph e4 r*! jpg 7' !!h' {'Ed. q N:

l. it!

ss 4 !l . vW);9fi:: ~ i 11 11 Ill

D.ai ei

$!b pi l'IMjpp k i

i

~ vl, l;la i l d ii e i il fe ji ' 4 l res ig i .i-i-i. i.i< n) tv e y

1 O 4 i' ilh

  1. hy,{

E 2 f,I IB ilW lWlv +..ab l li! : ~ n/ i i f.1.f 4 iib ' i N {5! o .. i, llpl C n p p g I ~ i {.. [ f.......kff gi ..s. n j ] ._.r T_-., l y g, ._______s._, .a f i h ul \\\\ g*po' f J) if Q b,b.igh.py$a!qll.' j 11 l a m m 4 .y p n 5.,4J. N's 4." a u 3

a l

>!;j. x,% h4 [ i . lh gr:-,2 p;e$. i I !. [s h, jlf Il 5 A ?, MI.i W; d.lI-Q\\l', &gggt{'1 =d M: a l f.I

l. '

iwi Yz 11+30 4. 3 g h e j

t-

.DK]!Ph l te ly f I b! II. id' ![ 84.l4 @s, ! R ! l-fi., f>W.oh .'db. li d.;'j%,w @ = SQ. !qd 5 y j $1 4 w. --- -- a.. g y v.. _- n -- V9 7y L_gi% ! s a --_.- ; 4-bl b h ._i TT } o'}[p/ - b f 'h $ Q, ^ llp@ i illt w*} i 'l t V f .- -- i d-- - w '*

  • O" I{n U Id
  • -Uf;.4... _ _ _ e...

J ' g! a s gd p . h.. Ug..)g ~f ~p p i + a J [...;

}g r -N.-

i ? b 9 r- % :, g ; f -- a. .g W e - j q:; 7 g ! )le b7 f3 1 ---+G a b i c <g1., ..h.i. d.h =Ji ,,,, &$-r, :.fS.'_.. . LW q-- 3 I g4 ,) ,g3 r------ F, ;- ; -e n o.gl m_jg _i 'd d.j -MN f.6!l f 6 jh

  • i;!

! 8 '" g f"l M,P E t d:RJ vf.,4% J@o-

e. yq j

o d _.e3 1%r.e! i =.. i t. ,.m.._._ $i l8 'I O d- -* h -E r#-.' '. ' ' ~.,. l"I i l r- ~ 5 l 9Q..vy.f-(.t.,*i!i !q?:g *]- 1 -- %g a = rs, -- - - - c 'i-5 ._t*ica d b 3 D --,--- s-j { @O 3 - - ~ aw 9 _/'- Q,i-Ug! j

q*

{ { *: 3.-4,&- 'I

p1 A jig i h
t___,

.D. i 'A L- ". g* e t ] b i g E-h& -- J %'[,a E 4 ru e i a1 oo u. .a h. /g,4 N-l %.... 48-l yy h, ,. ',g,o .r,. t I' .g g p b.- /.,, 't .G g i -o _g - i.- ,1 4 og = 4' %.j l, m I .gpL g) .) 4 .R i %' +g ,( N 'g. -+p - ~< a-'

'd 3M&-

- ---- ) Y' ?"MM k, -o -. - _I M 4 A-- ~l ) - r b"" O e 'c g 0. ug. q* II. y Ind'.3

i' i e ?.

I )I! Z _..,h_' $.,r I 3 n .u t [ 4ty ? g, 3 e O I C F g 'l

D 3

p ' m-yf. ; gl. +* --- -- - l,_.________., p s.c ,s in. v,. 3 = i e i 1 6 l 1 v e

O u-0 (*VWd M~ f.{g,! Y O fk N;i ( J;!!j i i Y vg,j -;!L

is i

l' r v g : : p"r ed['-OI g ! p s; J g !l M. h.,...(g J;i .P I f d k'p h'lf 'I

hY:h e i

5 15 0 f y aq I f N'*M !!!! k/$/.? d ! fh +-- r -- M ): .pk-1j i$.Sd k i, g . *,1 t'hPN - y!yshi6 I 7 t ff ~'t@'I l j i I4^ 1 .p dr-I th-r r W;i _!?.h s, 4 m ys 1 -l !4 s ~ v1-m,f._{.g--#i 4,i I W.%..L..p,amO fI g W u n jV (49 j 8 ~ k.) 4'

3. hkf f.h

[_ 7-k l$ $ _ E p (b;,j i. I J g* h itikd,d A' ~libtiib: % n.*,h, ,e _. /p+.= l I.14 a m 9) r.-

  • A.

U.. f 3*.7 i i.t, e,,0 ""l C* r;- Ti u):lb a H ' .5-- .- +* q2,.__.. g p. Fej -g ] l ~ h y q tg a U v: fD jf l d-a y 5 f }h}N ik ] I ~j k [ ~ 'O o g 11 I , M , ;'t" []! C key,_ Pj !) 5 E. l' l

  1. 1h
  • d(f I

p' E (3 i h. .q.1 g [., 5-h k Q ('li @ ;g .ly .v c fl %3 -d,$,"E 8,' I I! $ '*b }h E $4 d ii il ? 11 h f () .M,y d I ftIg i "* hN ((6 .... g![ ,,,,~ g i vfz $5 ',l %g -l l[ A 0. ',i li E 4 d I "' .i F,3!jg, 0: --it-i PD e.t r ! Y lhe ! !I l @j J],,lE I. i k! ...] .,ll, O il b4 S j! = a h , J.,. g a 5 j E! i ; l,iyd gl @j (T{ 3b l! _gM Q(i. h 4

-'15b-1 q.r~1

- ti b !h'j* a4 'I E! r: i lj l E l IN 0 ',ir? h3 + 4'6 i -!] e , E! .r 42 i ijl .a 1 jh' G)' g*- N ji ikt, _ :HF.jk: n.1 p o FE u g ' '* ~,1,h, t'# 1A $ [ .d'} p ,N [h. ! '!!, frill .. g[ [ n ! l l 112._.. I ., r';

== e 4,

e_
9
y-L%d/m.[.5 [

,% d - Q 'L-fi hs 4l. 6( o#< A.f.: .3 n m d_, m.u -3 y,i.!!g$e.; u ,e eg -@ p (. s j g - j dll 0 1~ k i lip j;d 3r5;9 ;3 [_ ,i

[
  • ! c. y (gy<,1...

,I h h il' n 1]' 'Ol r t 5 v r .er e s e [i j 4 4 I 'g U l s 1 i i i i = i 0\\ LJ

~ /~N m i j 1 a I o l i.I 14 I b - 3 i _. W.{d 1.; j z i,c ( n s - <.r m r a a cr m s ! i I ! di dhe 8 T! $ 4 3 a a sii. e i n t e a ,.a ; 3 v I e r y 4s -te .g (,: -)lhf-w, : =. ~ w.,e .- t.p.,g. 4 Mts. 4l.--o 1 -b ! h ', M/ k b.-- f ' 'o n,.a i{ .s., f[f- { l j 3: in = i _#,, ;g ti.p. ..q pou te $g_ i [ aomuN d, ra.; c. T ir ,. + . # p + s. S. 9,: i. y f + c - -gl -E f91 M g+ F F Mgg # g._4 @ pL !l' bl. 4 i i 4 -14 4Ei+ ll EgJ. E = =.. =p = = : 4 n E - 'j.6,, H hMfssd & A ~ $;f 4 J v: $$][rWdhhddn-- k-L V8h 'k$ ;h-r t y m j lahy e e n 'l En %.N EH M BD EJ ! t

l p$$

3 EPQ Q] k o fn- = Bld U l Eil E i j 43 fqi j %,4_ EB1T gild ';j , s, m<ila %,.. -.- ..a. u. M 1 ds; TgW9 -g sa F 1 M,

t I a{

< u-4 [. ;e,a : E 1l n . - e; i

  • ,*"p 3

ug, it g ? - h w us. , n, fl f l 5 a.s /, ),rrif+ 114 a .s c-l r.M T' -' [:d i.- ' !( nl:A p .a .-i Jr h~ # f t' I n 3h% Pdh A "- r,h ) A 4 M ; & ) (P W p $p s:t-C,lj[s h ~filig w" F 3: m sA i khh :% <bl$ il (.hkIkkd$- 4];@r ger +,,,! z,m,, p y m V 1

n n v v .s!d' .l !N ma,, g 2 i sq 9 M '.5 k b L. #. g bq p' -) I !k9 B [@4 tL:.h.Pi'.h D*' Me"Mhhe3 > l i j ~ ,k I i !! W ~ i l cik o' ' ' IhU N '+ "' n wl( T.l7 @. qg a r A!8 l

:; -s-i mi s :s

~ g!..4;h i f IM. 7-

  1. {M d/.'Fdt 4 tj-@a t..U:

. I T 4 i s ,7@#J h. ____N %'I! H E' IE q 0 'y %* p/~h.!,i l $' h'l!,lF kd'(..C)9P [ rdk';l! t ~;si"E.; 9 [illlll Yli S io F_ l1 m ,i, @m* 7ep t; l 0 e 1",S ~ 'p M ' t g h i 4 % H.. p.: W % h aEA a ?g j 2,* 4W !bil H !# n lI ~ v i hmo.5 f Wr,;-/. -y.,: - t[g's,[hw gl1 @ N !. i-9 E i .. _ -. = iv ; 4 2....: i .rew tg-4"? u. , a An '* wg n1 14., $.pI'---- j f" j y $ 1.4,, ,i a e7;We"8 S t c i S "- e[-

m.,,

x E a ::

gr_q-@;_,)! a hq
  • "_,p_-- ----

'P' r. 4 Nl af r 'J )d ':,I, r; w

k. 1 f

i I o. r - if . =. .4. m a g t., O '4 l61; !,,pg.g g 3

i..

k-l 53 $i I' ft

1

(, 8.L ,. s ',b+M", rl; E s. t { O'" d j IS Y 'k l ~~ j i ' *--- --- N@N :63 ,/'/ cia %r I I, ^p EUF 7h I e t_ o a A V g 6.f $l, ht c o h+in 6 E~ ; -- ".e n E 4 ei: e U E i-wi' i

ji.h * * *

%e 1,.,

  1. n,an; k c,-wD
  2. p-

,9: m _- e --==n.s. 3- . 5,L) g.n r r-pi -., p-9 (E. _ ivg e! 5g. wa ul 7 s - ri %g

u.

. p*.

1

%y. I i r i ri :.dc. r q c,, ':* l 4- ! - ! W. ~ $d 0 1,[_qia l ! s,_ Im L,

,.i $m Mn.. c; :

i

  • "%Fi I

i ,)> d au I g u-Ja q e$ l a. q n =. = c s 3 ur.-: a,l '__r"7g T,jg.1cri 3 g3 li 9 rv - 3, ro _o: wi 4 e" I s n i _f v cr a i.".L_t 1; j c w i--'4upf 7 i 4 ,= e- ,g' it!f-6 ~l ~ is gi i .g g is ,e i,l. i 24 s e ge p~~ i-3 i yW -ecur-ri l .o.3[N.N -- - M;,h; !i $ C'4s i

yJ d l<

b.M L9

4e.o i

e -. yn), i .Ji. -i ,J _a e.a. o-3 io .i t .r r II_.s_ t i q o.i E r---------- " 't t + < -

  1. s 1

I i I 1, ! ! ( T ~.%,l _6 -r '_ h+E -_p 7r'i, b e*t l l' 11..a., -0 Ik _i=_- 1 u i.

g., a li i d,,E...

s. 9 e -t t.gr 4i::_ @p;,py} ...,3 e g.i j h 3 jl, ; a-D. geo g ,7 i. e I$!Til:Vii-td$fAMTiki[Il'.,-'I$gge

3 r,

p , a.: 3 5 5 L I I! i l i i i i. i i O v

m o O U i t i i i i N?,l d i _ c _____ jfa p 3,3 i Wi j j! 'gii

p J i !!

N{pr. yl}._ e- --- hh.ij.l, ! ij js Hxw t

Fg mm)m.

i_ .r !. 0 ( 15 5 lij m __, <___. _ _ _ _ _ _ _ _ __ _ _ __%l t, ._1,,..= y + )g m g4 g n 7-af,* bl-j ill f*[ 5 2 3 11 in$!!h;9 9., p+. ?.L " s,.. G Il m f. ad

e?- -,

d Y ] l A i 1 , t o / !L Pm

f (9. i i

u-r i 3@ y r-d6[{ @o 1 m 4 j llJ l f I si.) j ~ 6)-4 L if, j p iL id M M , 1 p> g g f y r,_'*, ll, g su m u _,., h = ) I f 1

}

g' } " re4

:=M-,- l. tl *a I il 1 c fblS

-th lplpidjce. Li i E x a La4..t. 8 E t e,#g.M..j" ' i 1 1 ty 34:ofg d pba l i r ej c! gr '4-E! q q = ? h" th% lglM 1.'. i gi =i 1 8 5

jq w

l l h1 i i l e b~rm J! e e .i JL1 : 'i El- ;e p -- h-Ej-- A h g 3 3g 3_g g s 4 9 y,... a .e "lr!;;i .M CW~p ll ks$j i 3. 1 e:s. a t : I 1 E! o e i 1 h b Ik Ik) I g., l$ Ilf is G Q i s 1 i i i i i i f v l

m O O i i Q: 1 I d g,. _E_AD

'-q ij i,i

....p. )WO h j ij i e -11 f

h i

' (. h....} ,dl.'iii4,g if' ..J..) k O O s dz-s d G s ai l } s e V- ' -jQ 'a g l'l 6l [' " Ql l=" t, is ~~:j ! [ ik," ib,_.,f !.! e.N.a.. +% -l 1 4 ut a et -r D,, a Chi 0! el i l f l!.... ;!. . ~. m 1 'lr---- jjfo f y gj d 5 [i! 3! f O O g,nl !! o il g -l y p i ,e o m , o i n p o og g'i .g oo j,go I gJ o o If I

4', 4pd'w lL~ j,

( u' g $_3,{ ;Q e u -w % :4. - l (&) 6, n 3

]" l i

61 ' 6T. r +# q 7 41 $( )$ 0.3 (L pdr t M ely r 3p 6) 1 + x al 4 :: O~ L dj tt)

  • I q1 et i 6 1

@1 .i 41t -E ll ~ g y hp I qry rpt I -Z t I 3 a i a i a 1 ..1 i 4.-

  • h.1 R.
  • hl

@.l @i. @d @.. 41 Q.

  • is. 9.

4 % % *t-d i .!( ?, f.L .f e..i .1 * ,7..! ..:f,,1 }il!.? f i '[ ] !o I .I - il il e O! !!i6 B l!!8h !!Il 6 lli[/ !i g !!1 !E >f ' [E O l,; I Ol 9: El E lR! 'g gg g ~ ? [ 1 pE l JW :1 g 9:13i;g

D
g<:.g n3 q u3 q
3 rg,

_ O 3 i,! 1 ! y, 3 3 ll ' h, '" g i< ai f I g g:: gu %~ Wp.._., ' ~ ~. U 6 !,lc! r! :;', -l1... 9 l 3 !{....1 ig " %[d' list'(( i-t!

l. 5 e

y =. j y t-g'a'Y a le [- 0 g$ ' 6 0: 6) y e 41 f I ~ i i i i i I e 9

4 U V ! n. i i i i I t f ef ..b,,, p;- jS 'k j i i ,).. L, 4 (-'s g g !g,e i t.".. g. 7., _ 3,! y g.j 3 *q .._, u. u.j p j j;jgg...,,, ~g3 'g i 5,, ,j 77pr ' ' CY -- fg3hhTilflddNll;gMSf$d;E! -- -' ! q %si b b 'k> i i -J c I +f'.2di,.b'._-..,g$h -"N, b(- gj i ll; y r, '=d h. t _ _ spli "Tcr f10Q.dh-[7 h,r'_kINOUl ~ d - ~~" ' " b * !nlC. tV %....: - - -- - d ll"- 't p+J:..grFJ ' ~~ ' sr.!b [ ,i, g t -. !;#;.1p-w. 4 s.1o_ {p 6 $h h - [-l- - - - "----'iqa..p4[Tht-y/J-* e1:5 pi;ti',' _ q -[$. zj 4,[- g Q .La._a. l, m.;~. _,,, s Tp 9 ' A,-._9g g:, i. ,t y ii 1 ~@;;f dhb h; W @r.:v 4Iji,<hP1tk.4 '}{ ..g,j - i.'/ l r..- b!,A.hh .a

l r

j g q -j

h. !

c _ ;____3 f,Ep.r,,2f..,7., .I 4, > q -- }.ff isy. ".cp 'T I

  • i

_ i._, m s. a .r

3. tH.,

g 3..,,",,.. ;.g ] 3 ;; .a,,,,,..,... _t_ ,c ........,,,_,_r

  1. 3 :,

I s ,, r . a,,,g T f 5- - ---l- ...y Q ~

m. u g,[$'~ g [;a$y ",) g M,

$9',,7 tj bgl. '. 33 i 'i. :..- , >,,i

p.. g-g g

I. ,j Ll y. ,I

9 14I

[3 i S "4 a l ?=$

  1. d p; g

. wg,u.p., - - - c

r.-

d N.a*-[p.'l,, 9 b, h,I 1* f, J 67 i s' 'O ,;, ' a g i t, ---- - - - - - -- ' b..ru.6 4,.. 3-. yy g g c 2.r :q- __ _'r - - --. 1&/r9, u 2 t, i _. _i 2 h (I'J.. ~ ; '? $,( fl.@4,k'. a-b n e <rk.I ' n,y.i%ceps s..o:.;I E 'yi' S .@k =A l\\ h ? ,844 m) '2,,,., - r.:

7. -

s sn > en t ~~, < t -e g =- _N_1b j !l; e41..s I.. * ""-- " -b JO.ph/dNiMg[Ud,iM;F,,y,j 6 F "-+8 k. f [---- M, h i

  • 1 ?
  • g '[i,h

_l ((), N,-,! ' h T lt 4,$ l r'*a:}49+8e tim 4-3 e d if !4 v, i-fr t'N I

i. h S k;p-%l M _.]!MIri '%;% N' <.
- -'$.',f_ ? ?,. _.j"' ' V. A g

4-<: --- L.1 l .n 1a ['"'f.i 4. s I'-"',si. II ~3 v[.4'- Y d! ~ (IIl 3!b [ p'f l ~ N~ ~' hS[Y.L.: 't' M 'h. d ;: g*,! hb,,' s tp 4 he r *

u i

i g,f ' g ;I t' 4-1 pg g Iyd 4 :..ir--~ rbCd '!YY h d! lY kl j --. r-- -J l g % -i N [ @EhV.f,J, h(($ ?)3 -dp ~ t '4 e-L r---f*.g gl., n'.j Js-f:2. l@gJ, U.v'5 F.y} i r <t 4 1: r. [.,I,,.d 4, d et.I h %, % I {d4 h.. suY ', M: l .t ._= =.c =.. I hg J l l gi 4,ay r, -8 J . s: ___g 1,, { p';y

t. _ _ _

i {J l_.........._..,j. N Q 'it 1 s s N j e" M 4 Mc a i i i ) i L] l

(D (D v.). s I v = I o 1 I I f 'r dji 3

  • 2

/ e j ( ] , h.he ** ,s e .. { .t l' ~ 1 0$ ', ti.if, hl fi 1 $l.&Ni { lM h 'j - ii 'gr sizd n g r hji !($ y= p.5$P r p! in il i '! a i !2.- J hlUli 'l f l2$$$d h% .:4.; y,gj d-k, gr

p=u 11 >

w =.n q ~ 1 n.w w, -e m$, ,9 M ' M ' - i- G Sc --4 r 4 3 ] 5, - 6h. ~ , ~ 91 W \\ r u, t ~ .1 c =s y A s! .,,_1 'tjirrf. i ' )lq J13lI,s@' II e,gy,.9.m%d.M laf.f.. l! i! ll.li ! g * -'j# E.' ~ i 4 J o il u 2 o-p >>>>>f Nkk e -4; d _ /i. ~ b b II lpN e [ 1 j; tnt c'1? g Y , t.- - ,g i [Nd,, 7% l I l l [/)*i i i f i i i j u.o7z.: 3

y. g%g,1j1Dg
(

7.

..g t.

t-2 h~ 11 di 3' 1 o' z ,,r =mf, p.T"A,s r} ' w i A w]4 y pq ji m , g ay Dj v L .-t. 7 i 3 No.d: 'M F@3 j i a*WQ! 13 @ g p ;,tl ): ab _ !-j,Il l (T, I ist l I _'_724 e !gp e .5, I ) \\'

  • 6 3 7, gj a,;rl.-

9 s- 'I.L7_ v e 'Z - .. _k_ !E.'.__ _ _ f E Z j 's.# -- m} 2=>c y I = l,, -j j = w r w, ,[ fi[h " ~,, h 31 j;: 5 i ih f l w lh. ;;i['Y kyL % n ! b,J 4.-r-i 3g N ~1 i it i ,s q '*=i -l[>,,@,.Yif'IbE_gs.n e yy, 4 = d - M = li j_t;! - - q j f E l r' .l.m.p a..& N -o, N k#>. .8 h $ 4 h! i ?i, ~ s m !L h, %P. I !!!........w.r.I$ j, E l u ~- = =+ =,..,. +. f _.,. , ----- p-[{' ' 5'[. f 3 ~ il,. ,g h i 0 !? j $$ [ [j $[j 10 \\ r Q,I 9

7 i \\ i \\ i \\ \\ Q, Falisadas Flant APPENDIX C Consumers Tower Company SUPPCRT/ RESTRAINT Job No. 10512,021 WORK ITDIS DESCRIPTION Sheet 1 of 8 WORx ITEx5 LINE Q) ADDITIONAL DETAIL CIASS & SYSTEM TYPE ANALYSIS M-598-NO. $1EE NATURZ SUPPORT DESCRIPTION, COMPLETED 1 2 EB-24-4" C.C.W. 0/S CTMT to and MOD. S Added 3x3x3/8 L. a U bolt & removed the B2 From ESS Fumps rc,d hanger. 3 3" MOD. 5 Added 3" L. plate and a U bolt to 32 I existing steel and removed the rod Langer. 31 I 4 3" NEW 5 Added 3" L. U bolt and welded to existing steal. 5 3* M@. S Added U bolt and L to existing restraint 52 for axial loads. 2 2 BB-23-3" 8.W. to ESS Rooms Air POD. S Replaced clip with U bolt. B3 1 CLES 3 3* HDD. S Replaced clip with U bolt. 83 1 4 3" mD. S Replaced clip with U bolt. 53 x 5 3" NEW S. Added 4I411/2 L. 2 U bolte & cinch 31 1 anchors. Cinch anchors and angle are courson to other restraints. 598-3-3 598-4-5. 598-6-3. 6 3" NOD. S Added shims to reduce gaps. El Z 3 2 EB-23-3" 5.W. to ESS Rooma Air MOD. S Replaced clip with U bolt. 83 x CLRS 3 3" NEW S Added U bolt to existing steel for 51 g 598-2-5. 4 3" MOD. S Added shima to reduce gaps. 31 ' g 4 2 EB-2 3-4" 5.W. to ESS Econs Air MOD. S Replaced c11p with U belt. 33 g CLR$ 3 4" IOD. S Replaced clip with U bolt. B3 x 4 4"

HDD, S

Replaced clip with U bolt. 83 x 5 4" Nr4 S Added U bolt to esisting steel for 31 3 598-2-5 5 2 EB-23-2" 8.W. to Air Compr. 6, NEW Added 3Z313/8 L. U bolt. Welded to 81 Cont. Room A/C existing steel. 3 2" NEW Added 313X3/8 L. U bolt. B1 I 7 2" NEW S Added 4X4x1/2 L. 2 U bolta for 2 pipes. 31 Welded to existing steel. 11 2" NEW Added 3X323/8 L. 1 U bolt. Welded to 81 existing steel. 12 2" NEW S Added 3K3I3/8 L.1 U bolt. Welded to 51 existing steel. 13 2" NEW S Added L. 6-oolt. B1 1 14 2" NEW S Added 4X413/8 L. 2 U bolts for 2 pipes. 31 I Weided to existing steel. 15 2" NEW Added 31313/8 L. 3/8* plate. 2 U bolts al for 2 pipes cinch anchors. l @ 8-Seismic T-Vibration See Sheet 8 for Explanations U-Weight (F)+Resulting from Facility X-Analysis Completed Subsequent to Performing Work Itene and Noted Work Items T= Thermal Change Were Not Required to Meet FSAR Criteria.

y ,m f \\ I )\\ L ,) ) 6LJ = ~ Falisades Plant APPENDII C Cons a rs Power % any SUPPORT /EL5TRAINT Job No. 10512-021 WOBK ITEMS DESCRIPT1CN Sheet 2 of 8 WORK ITEMS G LINE ADDITIONAL ANALYSIS DETAIL CIASS 6 SYSTEM TYPE M-598-30. SIZE NATURE SUPPORT DESCRIPTION COMPLETED 6 2 EB-24-4" C.C.W. 0/S CTMT to ESS NEW 3/8 PL.,313" L.1 U bolt cinch anchors. B1 Pumps. 3 4" IEW S U bolt to existing steel for M-598-2-5. El X 4 4" NEW S 313 L. 1 U bolt, welded to existing steel, B1 X 7 2 EB-24-3" C.C.W. 0/5 CTNT to ESS NEW Added 4I4I1/2 L. U bolt to existing steel. 31 1 Fumps 3 3" MDD. S Added 3I3I3/8 L. U bolt and removed rod 32 I hanger. 8 2 EB-24-1 1/2" C.C.W. 0/5 CTNT to ESS REP 1 ACE S Added 313 L. 3/8" a. 4 U bolts for 2 pipes.31 Welded to existing steel. Equipment 3 1 1/2" NEW 3 Added 3I3" L. U bolt, welded to existing B1 I steel. 4 1 1/2" REPIACE S Added 313" L. U bolt, welded to existing B1 steel. S 1 1.*2" REPIACE S Added 313" L. U bolt. relded to existing 31 steel. 9 2 (3- -2" 5.F. Air - ESS Bocas MAINT(F) S Added 2 bolts to existing bracket. Bl.C4 3 2" NEW(F) S Added 3" angle. 1 0 bolt welded to B1 existing steel. 4 2" NEW(F) S 3/8 M. 3" angle. 2 U bolts. 31 5 1 1/2" NEW(F) S 3" angle. 1 U bolt. cinch ancbors 3/8" B. El 6 1 1/2" NEW(F) S 3" angle 1 U bolt, welded to existing 31 steel. 7 1 1/2" NEW(F) 3" angle. 1 U bolt, welded to existing sl 1.31 10 2 CC-4-1" Frimary Imop Drains RELOCATE S Added PL. 3" angle. 2 U bolts to 2 pipes. C1.5 CVCS 14tdown Line cinch anchors. 3 3-2" NEW S Added 4" channel. 3" angle,10 bolt 31 welded to eatsting steel. 11 2 BB-2 3-2" 5.W. to Air Compressors NSI S 3" angle. 2 U bolts, plate ed cinch 31 anchors. 3 2" NBi S 3" angle. 2 U bolts, plate and cinch 31 I anchors. 4 2" MOD 5 Added clevis and angle and replaced the C4 I bent rod and C-Clamp. 2" MOD 5 Added clevis and angle. removed C-Clamp. C4 1 12 2 BB-23-2" S.V. to S.C. Test Coolers MOD (2) S Added channel 6". 3" angle. 4 U bolts fot 82 4 pipes, cinch enchors and plate. Re-move rod hanger. 3 2" MOD Added 2 U bolts to existing strscture. b2 1 4 2" NEW S 3" angle, plate, cinch anchors. 4 U bolts 31 on 4 pipes.

(- ( .) &)' L] 8 Fa11sades Plant Cons mers ? wer Company AFFENDIX C Job No. 10512-021 SUFFORT/ RESTRAINT WORK ITDiS DESCRIPTION WORK ITDtS O LINE ADDITIONAL DETAIL CUSS & SYSTEM TTPE ANALYSIS M-598-No. $12Z NATURE SUPPCR' LESCRIPTION h COMPLETED 13 2 CC-5-2" ciarging Inlet to Loop mad S Replaced existing strap with U belt - C1.5 "2A" 1/2" gap. 3 2" NDi 8 3" angle. U bolt, velded to existing steel.11 5 2" MD T/W Removed grating to relieve hanger rod C1.5 I interference. 14 2 D-5-2" Critical F.O.-F1 ping NBi S Added L. plate. U bolt cinch anchore. B1 1 to D.C. Day Tanks 15 2 BC-15-1/2" Metering Pump Discharge M S Added L. U bolt. cinch anchors. B1 g 3 1/2" NEW 5 Added 3" L. plate. U bolt and cinch 31 anchore. 4 1/2" NW S Added 3" L. plate. U bolt and circh 51 anchors. 5 1/2" NW 8 Added 3" L. plate. U bolt and cinch 31 I anchors. 6 1/2" NW S Added L. plate, 2 U bolts, cinch anchors. B1 Added L. P ate. U bolt. cinch anchors. El 7 1/2" NW S l 8 1/2" NW S AddeJ L. plate. U bolt. Cinch anchore. El 1 9 1/2" NW S Added L. plate. U bolt. cinch enchors. B1 10 1/2" NW (F) 5 Added L. U bolt, cinch anchors. 51 16 2 E F 14-2" C.C.W. 0/S CTNT-Surge M (F) Added L. plate. U bolt, cinch anchors. Bl.4 TK Line 3 2" M S Added L. cin;h anchor. 4 U bolts 4 Bl.4 i P pes. 4 2" M S Added L. 4 U bolts on 4 pipes and 81.4 supported f rom the larger pipe. 17 2 CC-7-2" Charging Fusps to CVCS ED Y Added 3/8" plate. C3 and EFS1 3 2" REP 1JLCE V Added 3" L. 5/8" plate, cinch anchors. C3 I 4 2" REPLACE V Added 3" L 5/8" plate, cinch anchore. C3 X 5 2" M V Added 3" L. 5/8" slate, cinch anc W re. C3 1 6 2" MAINT. S ' Added 3/8" plate. C4 7 2 ".

  • BI S

Added 3" L. 5/8" plate, cinch anchore. B1 8 2" MAINT. 7 Tightened existing bolts and tack welded. C4 1 9 2" M V Added 3" L. 5/8" plate, cinch anchors. C3 1 2.8 2 BC-3-18" SIRW Tank to ESS MD S Added Shim plate to reduce sape. Al l 19 2 BC-3-14" CTMT Spray Pump "A" tEP!JLCE Aided plate & clamp to existing anchor. Al Suction 3 14" tEPLACE S Added plate & clamp to existing anchor. Al 20 2 BC-15-1/2" Metering Pump Diecharge LEPLACE S Added L. U bolt to existing steel. B1

bh p g i ) i \\ l ) y,l N. ./ Palisades Plant Consumers Power Company SUP RT INT 8 LORK ITEMS DESCRIPTION WORK ITEMS LINE h ADDITIONAL DETAIL CUSS & SYSTEM TYPE ANALYSIS N-$98-NO. SIZE NATURE SUPPORT DESCRIPTION C72LETED 21 2 CC-4-6" 5.1. to Loop 15 WD Removed aprics to make it a rigid rod A1 hanger. 22 2 BBD-8-10" C.C.W. to Radv. Evapora-N D(F) 5 Added U bolt to existing assembly. El tors 23 2 BC-20-3" SIEW TE Piping to & from ED S Provided 1/16" clearance. C1,5 1 CVCS 24 2 BB-24-]" C.C.W. 0/S CTMT to & NEW S Added L, plate, 2 U bolts for 2 pipes. El from Misc. Equipment cinch anchors. 3 2" tELOCATE S Added L and U bolt to existics steel. C4 x Interference existed previously. 4 2";1 1/2" MOD S Added L, plate, cinch anchors. 82 5 2";1 1/2" mD Added L, plate, cinch anchors. 82 6 2";l 1/2" MOD S Added L, plate, cinch anchors. 52 3 7 2";1 1/2" MOD S Added L, plate, cinch anchors. 52 25 2 DC-1-6" EPSI Inside CTMT MAINT. T/W Install bolt in 6" clacy. C4,5 1 26 2 BC-7-3" CVCS-Boric Acid Supply NEW S Added L, U bolt and cinch anchors. B2 x 27 2 GCv1-12" 5.I.T.-82C to Loop 2A MAIET. S Tightened turnt rkle and jam nut. C4 Z 28 2 RB-24-3/4" C.C.W. 0/S-Chemical Add NEW(P) S Added clamp to 14" pipe to support 3/4" B2 I Tank Piping CIMT Spray pipe and 2 U bolts. Pump Discharge 29 2 CC-3-8" CTNT Spray hap Discharge MCD S Added shima to reduce gaps. Al 3 8" REMDVE T temoved temp. horizontal guide. C2 4 8" RE&VE T Removed temp. horizontal guide. C2 30 2 RB-5-1" Critical P.O.-D.C. "A" NEW S Added L, plate, cinch anchora, 2 U bolts B1 1 on 2 pipes. 31 2 EB-22-1" D.C. "A"-Jacket Water NEW S Added L, plate, U bolt, cinch anchors. BL 1 3 1" MCD 5 Added L, 2 U bolts on 2 pipes. B2 4 la NEW S Added L and U bolt to existing restrain;. B1 X 5 1" RELOCATE S Added L. Plates, cinch anchors. Restraint C3 1 we attached to equipment. 31 2 CC-1-3" EPSI Discharge 0/S CTNT REPMCE S .aded plates to existing pipe whip Al restraint. 3 3" REPLACE S Added plates to existing pipe whip Al restraint. 4 6" NBi S Added plates to existing pipe whip Al restraint. 2 CC-1-10" L.P.S.I. Pump Diacharge MAINT. S Replaced bent channel. C4 33

) \\ l \\ J w) N,) Palisades Plant Consuners Power Company APPEEDIX C Job No. 10512-021 SUPPORT / RESTRAINT WORK ITEMS DESCRIPTION Shaat 5 of 8 WORK ITD'.S h LINE (1) ADDITIONAL DETAIL CLASS & SYSTEM TYPE ANALYSIS N-598-50. SIZE NATURE SUPPOR DESCRIPTION CCHPLETED 34 2 GC-1-8" Shutdown Cooling EI'$ NEW S Added Channel, plate, cinch anchors. Al to CTNT Spray Welded to existing clamp on p*.pe. 35 2 CC-9-3" Pressuriser Spray Line NEW S Added L and cinch anchors. A2 1 (Loop 1A1 3 3" MOD T Provided 1" gap in the U bolt. C1.5 36 2 CC-6-6" Redundant EPSI NEW S Added plates to pipe whip restraint. Al 37 2 EB-24-16" C.C.W. at EI MAINT. Renoved existing temporary support. C4 1 38 2 BC-23-6" $1RW Tank Rectrc. NEW S Added plate. L's cinch anchors. Al 39 2 CC-S-3" Pressurizer Spray Line NEW W Added bracket. C2.5 I (Loop 15) 4 3" NEW(P) S/T Added L. plate. U bolt. C2 3 3* NEW(T) S/T Addad L. plate. U bolt. C2 40 2 DC-2-2" 5.1 Racire. to S.I.R.W REPLACE S Added L welded to existing steel. 2 U B1 Tank bolts on each of 2 pipes. 3 2" REPLACE S Added L and U bolt to axisting steal. El 41 2 GC-9-1" 5.1. Tanks Vents & Drains NEW(4) 5 Added L. plate. U bolts. 51 3 1" NEW S Added L. U bolt. cinch anchors. B1 4 1" mod Added L and I" U bolt to existing R2 j k restrafat for axial loads. 1 F 5 1" NEW S Added L. U belt, welded to existing steet. 31 6 1" NEW 5 Added L and U bolt. 31 42 2 GC-9-3" Pressuriser Spray Linas NEW S Added L's, welded to existing steel. C2 3 4" NEW S/T Added L. U bolt, welded to steel. C2 1 4 4" KEW S/T Added plate. L's, cinch anchor. U bolt. C2 I 5 4" NEW S/T Added U bolt to existing frame for 2 pipes.C2 I 6 3" NEW S/T Added L. plates, cinch anchors. U bolt. C2 7 3" NEW S/T Added L and U bolt to existing steel. C2 8 4" mod 5 Replaced U bolt and provided 1/16" gap. C1.5 43 2 R3-20-1" Caseous Radwaste NEW S Added 1. U bolt cinch anchors. El 3 1" NEW Added L. plate. U lolt cinch anchors. El 4 1" NEW S Added L. U bolt. cinch anchors. 31, 44 2 un-5-1" Critical P.O.-D.C. "B" NEW 5 Added L. plats, cinch anchors. 2 U bolts El I to 2 pipes. 45 2 JR-22-1" D.C. "B"-Jacket Water RELdCAT: $ Added L. U bolt, plate, cinch anchors. C3 I Restraint was attached to equipment.

(m [% Y' g ( V ( s Falisadee Plant Consumers Fewer Company Job No. IC512-021 AFFEN311 C SCFFORT/RES*..lA1ET Sheet 6 cf 8 WORK ITEMS Dt. SCRIPT 10N i WORK ITEMS O h ADDITTONAL LINE DETAIL C1 ASS & SYSTEM TYPE ANAITSIS B-598-30. SIZE NATURE SUFFOR1 DESCRIPTION COMPLETED ( 45 3 JD-22-1";3/4" D.C. "B"-Jacket Water RELOCATE S AdJed L. U bolt, plate. cinch anchore. C3 X Restraint was attached to equipment. 4 3/4" NEW 5 Added L. U bolt to existing steel. El Z 5 3/4" NZW S Added L. plate, cinch anchore. U bolt. 82 Z 46 2 35C-35-1" Caseous madveste NEW(F) Added L. Plate. cinch anchers. 2 U bolte, 31 3 1" NEW(F) S Added L. Plate, cinch anchore 1 0 belt. B1 I 4 1" NEW(F) Added L. plate, cinch anchore. 2 U bolta B1 on 2 pipes. 5 1" NEW(F) Addad L. cinch anchors. 3 U bolts for 3 B1 x pipes. 6 " 1" NEW(F) 5 Added L. plate, cinch anchore. 2 U bolte. El 47 2 BC-20-3" 5.I.R.W. Tank to CYCS NEW S Added L. plate, cinch enchore. 1 U bolt. B1 1 44 2 E3-24-1" C.C.W. 0/S CTNT to & NEW S Added L. U belt, welded to existing 31 x from Cas Compr. channel. 3 1" NEW S A.1ded L. U bolt, welded to existing B1 1 channel. 4 1" NEW 5 Added L. U bolt, welded to existing 31 channel. 5 1" NEW 5 Added L. U bolt. cinch anchora. B1 r 6 1/2" MOD Remsved clip. Added U bolt. 83 Z l 7 1" 3CD 5 Removed clip. Added U bolt. 53 1 8 1/2" MOD S Removed clip. Added U bolt. 53 I 9 1" MOD S Removed clip. Added U bolt. 83 I 49 2 a>50-3/4"(1") D.C. "A"-Starting Air MOD S Removed clip. Added U bolt. B3 I 3 3/4"(1") NEW 5 Added L. 2 plates, cinch anchors. U bolt < B1 4 JB-24 1 1/2" NEW Added 31313/s L. 32 50 2 BC-1-4" SIEW Tank Firing NEW S Added L. plate, cinch anchors and U bolt, 31 x 3 4";2* NEW S Added L. plate, cinch anchors. 2 U bolte B1 for 2 pipes. 4 50-1-3" NEW Added L. plate, cinch anchors 2 U bolts B1 BC-23-3" for 2 pipes. 51 2 CC-3-2" CVCS NEW S Added L and U bolt. El Z 52 2 53-24-10" C.C.W. Return from CTMT NOD 5 Changed spring hanger to rod. A1 53 2 55-24-10" C.C.W. 0/S CTNT to FFC MAINT. Add 10" clamp. Removed 14" clam C4.5 HI & BW Evap. 3 14" MalNT. S Tightened bolte on the pipe clamp. C4 1 54 2 35-23-6" 8.W. to D.C. ICD S Added angle. Al

L-y u e Fa11sades Plant AFFENDIE C Cocaumers Power Company StFFORT/ RESTRAINT Job No. 10512-C21 VORK ITEMS DESCRIPTION Sheet 7 ef 8 WCRK ITEMS DETAIL SYSTEM g y M-594-HO.

SIZF, NATURg ggppott DESCRIPTIu" COMPLETED 55 2

CC-1-12" 1251 aryggg S Added angle cinch enchors. A1 54 2 BCC-102-2" Iodine Removal & NADE yEv(F) S Added plates, cinch anchors & U bolt. El Make-Up to BC-3-24" 57 2 CC-4 8 !$1TankDrain REM 0yg T ammoved bracket. C(5 3 REMOVs T Removed U bolt. CAS l 4 1*- azMovE T Removed U bolt. C(5 5 1" ggy S Added L. plate. U bolt. B1 54 2 CC-4-1" SI Tank Drata REMovs T Removed U bolt. CAS 3 1" MOD T Provided gap in U belt. CAS 59 2 CC-4-1" SI Tank Drain MOD T Provided gap in U bolt. CL5 3 1" ED T Provided gap in U bolt. CAS 60 2 CC-4-1" SI Tank Drain MOD 7 Added plate and removed clip. CAS 61 2 Es-24-1 1/2" C.C.V. to & from MOD S Added L. plates. 4 U bolts on 2 pipes. 31 Charging F w i 3 1" MOD S Added L. cinch anchors, plate. 2 U bolts a1 x to 2 pipes. 4 1" NEW S Added plate and U bolt to existing 31 restraint. 5 1" MOD S Added plate, cinch anchors. L & U bolt 31 g to existing restraint. 6 1" NEW S Added angie, plate U bolts to 2 pipes. 31 62 2 5B-24-1" C.C.V. Chem. & Rectre. NEW Added angle. U bolt welded to existing 31 steel. 3 1" NEW Added angle. U bolt, welded to e21 sting 31 steel. 63 2 BCC-123-1" Ces Compressor Diach. NEW(F) S Added angle. O bolt cinch anchors. El 3 1" NEW(F) S Added angle. U bolt, welded to existing 31 steel. 4 2"-1" NEW(F) S Added angle, plate cinch anchors 2 U B1 bolts for 2 pipes. 5 1" MAINT(F) S Welded existing plate to steel. BAC4 64 2 ES-25-2" 8.W. to Contr. Sm. A/C Nar S Added L. 3 0 bolts to 3 pipes, welded 31 to existing steel. 65 2 JD-24-1 1/2" D.C. "B"-Starting Air NEi 5 Added L. U bolt and welded to existing B1 ateel. 3 E5-50-3/4" NBi S Added L. U bolt, plate and cinch anchore. 31 4 3/4" MCD Added U bolt. removed clip. 33 I 66 2 E&-5-3* Critical F.O. Bactre. MAINT. S/W Adjust nute on hanger rod. C4 1 l

7 .~ Felictdso Plcr.t Con umsro Pow:r Comprny Job No. 10512-021 Sheet 8 of 8 APPENDIX C SUPPORT / RESTRAINT WORK ITEMS DESCRIPTION A The initial design was based on a dynamic analysis with the piping system maximum primary stress levels not to exceed 1.1 S in the event of a DBE. y g The initial calculated pipe stress approached S, therefore the original restraint design was considered necessdry to prevent the piping from exceeding 1.1 S. Without the original restraint, it did j not appear that S wouldhadebeenexceeded. u A2 With the original restraint design, the initial calculated pipe stress was below S and the original restraint design was installed. Because of the y margin below S, a reana)ysis of the system may show that the work item y was not necessary to prW at the piping system from exceeding 1.1 S. y B_ The initial design was based on a calculated restraint spacing to maintain the pipe system in the rigid range with a natural frequency of equal to or greater than 20 cps. B1 The calculated restraint span was adhered to. g A single direction restraint was changed to a multi-direction restraint. The existing restraint may have been adequate. B3 Uni-strut pipe clamp suitable for single direction and possibly multi-direction was changed to a U-bolt design for multi-direction restraint. (The existing uni-strut clamps have subsequently been confirmed by the manufacturer as suitable for multi-directional restraints). g Alternate nodified dynamic analysis or engineering judgement have indicated that the work item may not be necessary to maintain pipe stress below 1.1 S. It is believed that a detail stress analysis, rather than 20 cps critefia,wouldshow"thatstresslevelswouldbebelow1.1Sy even if the work item had not been done. C Existing restraints or supports were modified, relocated, or removed based on conservative engineering jtJgement. Cl To provide additional clearance for pipe thermal growth. C2 To minimize the potential of local stress concentrations. Q To minimize the potential for vibration. M Minor maintenance or upgrading type work was done to improve the restraint / support condition. _C_S, This work item is typical of the type item normally checked and corrected S during start-up and hot functional testing. S - Minimum yield stress y j Su - Ultimate stress . ~. -}}

Retrieved from "https://kanterella.com/w/index.php?title=ML20085F447&oldid=4355645"