ML20205Q643

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Documents Re Facility,Including 790821 Seismic Tubing Support Package 2323-I-001,800307 Design Change authorization,800317 & 811116 Component Mod Cards & 820115 Insp Rept IR-I-2779
ML20205Q643
Person / Time
Site: Comanche Peak  Luminant icon.png
Issue date: 08/21/1979
From:
TEXAS UTILITIES ELECTRIC CO. (TU ELECTRIC)
To:
Shared Package
ML20205Q559 List:
References
FOIA-85-59 NUDOCS 8606020291
Download: ML20205Q643 (47)
v • d • e


Text

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e n e- ~ 4 0 o .n n o k 0 W = d a x s 'kS E 3 E 3 3 U G $ $ $ 5 8 5 3 5,G ~ < m 9 = d e r e n s t $ 3 e e e e e a r r r r r r r r r - r r r r I Z OO Z<uI cn w D. W O Wi 4 - C.D } l1-Z u-y_ Cd uJ k. d a og s x u_ C.D M A w h Zo Q v) ( L1J 0 kk B 3 ~ s CD 4 m 9 s - Q T rd CL a ~ o<n l rds t 000 9 rd tt.(D O W

, - + + 4 4, -4 wL .h4- .e--- ---m-- es-+ +-4-- b J NOTES I) STRUr FEMEERS,CCNNECTCRS AND ECtTS SHALL EE AS MANt'cACTUREC BY UNISThuT COhFCRATICN CR AFFRCVED ECUAL AND FUNTSHED HCT CIF GALVANIZED. THREACED FARTS SIIALL EE ELECTh0-GALVANIZED. AfD MACHINED, CUT, OR DAMAGED STRUT SHALL BE TOUCHED UP WITH GALVANOX. 2 ALL STRUCTURALTUBING SHALL BE ASTM A-500 GRADE M THER , STRUCTURAL STEEL SHALL BE ASTM A 36 OR ASME SA-

6) CAPACITY FOR EACH SUFPORT IS GIVEN IN NUMBER OF TUBES (OF STf"JCTURAL STEEL SHALL BE IN ACCORANCE WITR ALLOWABLE. THIS NUf/EER MAY REPRESEtlT THE NUMEER OF TUBES ATTACHED AT CFE FOINT OR THE TOTAL NUMBER ATTACHMENTS ON ANY ONE SUPPORT. IN ADDITION MAX. LOAD
3) F.1BhlOTE IN ACCORDANCE WITH GIEBS AND HILL SPECIFICATION MS-628.

FOR EACH SUFFORT IS GIVE N THE MAX NUMRER OF UNISTRUT SHALL CONFORM TO UNISTRUT GENERAL ENGINEERING TUeES ALLOWED IS BASED ON 50LBS./ TUBE AxlAL AtID CATALeg 35LBS./ TUBES LATERAL.

4) UNLESS SFECiflED THE FCLLCwlNG ARE SIZE AND EMEE0 MENT LENGTilS FCFs litLTl K AIK EOLTS'.

OlA EMBECMENT LENGTHS M. 0 2-1/2" 1/2 0 3-1/2*

7) IT IS ACCEPTABLE TO SUBSTITUTE ALL STRUCTURAL MEMBERS 3/4 0 5"

ONE SIZE LARGER AND HEAVIER OF THE SAME.. SHAPE.

8) TL)BING MAY BE ATTACHED TO OTHER SEISMIC SUPKRTS
5) ALL SUPPORTS WITH MAXIMUM DIMENSIONS SPECIFIED MAY BE itTH THE APPROVAL CF THE ENGINEER. USE ASTM A-307 SHORTENED AS NECESSARY FOR FIELD REQUIREMENTS.

NUTS AND BOLTS 1/4" $ OR LARGER IN PLACE OF HILT, BOLTS. ATTACH ONE HOLE TUBING CLAMP TO StFPCRTS WITH ASTM A-307 1/4* $ BATS OR UNISTRUT HARDWARE. 1 GENERAL NOTES Y ^ aa.- n,'-,.. r,; .3 ~ n n a a 5 46 %e '% Alf NC thT

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>>h.u % ac en w v m a c ewersse ~~~',",,',~i,,, 2323-I-OC1-GN01 = l l y

N_OTFS-m 9 UNLESS OTr-ER'AISE SFfCiFFD THE FOLLCWiNG TCLERANCES S F F LY.

16) IN ALL CAcES WHFFF UNISTRUT CL AMFS P-20iO Aid C-20:2

^

4) LENGTH SHCWri CN PAGE TCG SHALL EE USED AND THE SUFFORT IS SU5fCRTS UP TO 12"

+ f/6 A T WO DIRER.TICNAL (2-D) RESTRAINT CNLY. T HE SUPPCRTS CVER 12" ~~' f/4 AFf'RCFRIATE J.C. WHITE CLAMP ( PER PAGE TCS SrFCIFICATKN)

8) HOLES:

MAY EE SUBSTITUTED FCR THE UNISTRUT CLAMPS WPEREVER SCE IDIA) 1 1/ 16' DES: RED FCR 2-0 AFPLICATIONS AND WHEREVER RECUiAED FCR CENTERL:NE LOCATICN 11/8" 3-D AFFLICATIONS AS DICTATED BY 2323-I-CO2. i FCA REQUIRED 3-D RESTRAINIS CN UNrSTRUT TYPE SU?FCRTS, C) THfEADS: A Pl!.! FLU CF CNE THREAD SHALL PRCTRUDE THRCCGH P-2025 (3/S" TUBING) AND P-2026 (1/2* TUBING) ARE THE FACE CF ALL TJUTS FOR STRUCTUR/4.EOLTING EXCEPT ACCEPTABLE SUBSTITUTES AS WELL. HILTl FASTENERS. A ONE DIRECTICNAL (I-D) RESTRA; tit AS DICTATED BY IC) FC A.UCWW 9AN LENGTHS EETWEEN SUFFCRT5 FCG TUEltJG Rut 6 2323-I-CO2 MAY BE TESTITLED FCR THE UNISTRtJT CLAMPS. ( INSTRU*.*ENT TUe;NG)SEE DWG. FSI-00069 (L ATEST REV ) RB DETAILS, FEFER TO Z'23-I-OO2-0 -OI. II) WELDS 5HCWN CN ALL DW35. MAY EE EITtER SHDP OR FIELD WELDS.

17) ORIENTATIC(J OF THE VARIOUS TUBING CLAMPS RELATr/E TO THE SLHORT STRUCTtM l$ f>OT CRITICAL ANO FCTATON AS NOTED ALL P.LTl KWIK ECiTS SHALL__6E INSTALLED
12) EXCEPT

"-!!95-CEI-2O_f*D R E A L ARGE R SIZE 52)D AS NECESSARY 15 ACCEPTAEtE. LT 15 ACCCEAr/E WITH USEDTE HOLEi!ZTSiiOULO BE RESIZED AC CORDINGLY(NOMINALLY MAY EE REP ACED AS NECESS,AR% Dlf TO EtEEDXD @V MTM G y STEEL !/

  • L AP SER THAN EOLT SIZE FO.R BASE PL ATES AND UNISTRU T.)

g FLATE, BY}{3 RLLET WELDS 2 LONG CN BOTH SOEE CF

13) EU; FORTS $ HALL EE IN ACCORDANCE W TH 2 32 3-MS-525

/h O(ANNEL. FCR TOLERANCES, CENTER O WELD SHCLLD THE HIL I EOLT EuSEDMENT DEPTHS She COPE 5fCtO TO HILTI ECLT Ft. ACEMEN T SHCV/N (SEE FSFOCC65). I4) FOR FLCOR INSTALL ATIONS T GivEN ARE PRICR TO CACUT PLACEuENT

19) ALL WELDNG OF CALVANIZED t/6TRUT MUST BE CCf.E W A 19 ANY STFUCTUR AL ST[EL SUFFOPTS uAY BE WELDED TO EpeEDDED

'NRL VErgDJEh ~ _\\ ~~-^ S TEEt rL ATES ANO Gn OTHER SUFFORTS WITH OR WITHOUT THE 6ASE F_ ATES 5HCwN iN THIS CACKAGE. lF WELDEO WITHOUT THE EASE 2C) UNUS ED HCLES IN INSTRUMENT AND T UEING SUFFC R TS ARE ACCEF T ' 'PL TESJDE TAIL'G~ FSI-OOO85)THE WELDS SPECirlED SE TWEEN TAELE AND DO NOT CCMFRCMiSE THE INTECF<lTY CF TvE SifEOPT ,l SLFFO-IS AND EASE PLATES SHOULO 6E MADE EE TWEEN SUPN PTS. EXCEPT FCR THE FOLLOWNG CASES. IN THE CANTILEVER TYPE \\e AND EuGE00E0 FI ATES. SUPPORTS CCNSTRUCTED OF T UbUL AR STEEL NO u;;E THAN FOUR / (4)HCLES MAY EXIST IN ANY ONE FERFENDlCUL AR C;C5i SEC TtDN OF I TUEE STEEL ANO IN NO CAEE WILL THERE EE UNUSED H

g THEiN Uv5TRUT;

~_ v ., n.c s i 'afV JER Got" 323; b, 3 2 a im m i ya x n~, m w*c GENERAL NOTES I 2 w ec le a aq w m eme,we i 9 HzH.n%'-. cy3 syt

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< u.e rs m a nu _., c _ m. ~.., i l = - p. p. p. - - i " - ' rl,'," - o-m _1.C C,. GNo2 i l

~ -. NOTES:

21) TUEING SUPPORTS MAf EE AT TACHED TO STRuch.JPea. STEEL SUPPORTS VIA UNISTRUT OR DIRECT BOLTING TO STRUCTURALSTEEL WEMEER OF THE SUFPCRT. ALL THRFAO ROD uAY BE SUBSTsTUTED FOR BOLTS SFECIF:EC WHERE BOLTS LENGTH 15 INADEQUATE.
22) ADO 2' TO Hitti BOLT MIN. EuBECNENT LENGTH IF FLOOR HAS 2' FINtSH FLOOR TOFPlNG.(REF. CEl-20) 23)FOR ANY STRUCTURALSTEEL SUFFORTS WHERE THE TUDE STEEL MEM6Erf., HAVE A SEALED AG POCKET THEY %1LL RECURE A %;, WEEP HOLE AT THE LOWEST POINT IN EACH EEALED MEMBER,UNLESS SHOWN

~ OTHERWISE ON THE DRAWINGS.

24) SHtMS.SFACERS.8EVELED WASHERS,FLATWASHERS AND OTHER TYPE GF NON-LOAD BEARING MATERIAL ARE ACCEPTAa.E FOR USE WITH OTHER SUPPORTS AND ARE NON NUCLEAR SAFETY (NN9RELATED MATERIAL.

t I 1 \\ l l l l GENERAL NOTES "" ~ O P444 %e

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84 40 gg agv gy a cric S 717%R 0( 72992Rc ~ ~ 5,,5,,,, 2323-I 001 CNO2A ~ U T '** = **a <= D. g a% y e

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r )* = ;, s J = N (L s :o e r O f h ~f w ic O o rso a " / e e.)s A a4 r T r

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t. f r ro r P-4c/e o Y A

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P -1064 (SEE tJOTE 3) F-1348 \\ - - --- [~ j Y%2 - - __- _ 1/2' 4 ecLTs .^ 3 CUTRIGGER - ~ ^ 'p, 4,, (T YP). (5 FEQ'D) u UNISTRUT.HEACER7 l j _.-_.----_ - y. 7 CETAIL i c t f Q. 1 TYP ~ SECTICM 'A-A' Y^ - - - 2<r M.4 x. - EMAx. i tf Miti.

42) 3/6' DlA. HILTl KWIK BOLTS w/ 2-t/?", EM BEDMENT.

OUTRIGGER -6 I/21l/2" UNGTRUT P-4065(2 REQ'D) M l I NOTES: I r- ---l- ---1/2' C BOLTS 8 2 MD ) l) FOR GEtJERAL NOTES SEE GN SERIES DRAWriGS. [ ]' \\

2) ALL UNISTRUT CHANNEL FOR HEADER AND OUTRIGGERS 4.V2* i rl TO BE SAME TYFE MATERIAL.
3) P-1964 MAY BE SUBSTITUTED FOR P-lO64 WHEtt NECESSARY DUE TO AVAIL ABILITY. BOLT NUST BE PROPERLY AUGNED

'(l) 3/r $ HILTl KWIK BCLT WITH P-1964(NO HOLE SHOWING). w/ 2 -1/'2' EMBEDMEr4T DETAIL-1 ( ALTERNATE) SECTION A,- A, N.T.S. - p/ Foe m . Flt

x wx Rev ce m </fte HEADE IJSTAL T10 J n -,',"e, DETAIL-l 2 v-y,

_m a x - m n a en u-N.T.S. O "A 9 t.b CC r. Bet? ft CG( IS S. FOR. h'J t. Jov..a ~ ~ ~ 7,,[,i,,, 2323-I-001-DOI C T

    • = = **=

.a ~ l l

(l' MIN k;mx NOTER V i l} FCR GENERAL NOTES SEE GN SEP:ES DPAWINGS.

2) SUFFCRTS TO ACCCMCDATE A MAXIMUM OF TWO (2) 3/f" TUEES CR TWO (2) I/2" TUEES.

C / y EE DET. 1 -_ p. c 0 NUT AND 1/2 D UNISTRUT

3) CANTILEVER TO BE FLACED AS TJECESSARY EETWEEN q,

(TYP) ECL T YF) (S-REQ'D) OUTRIGGERS TO CBTAIN RECUIRED SLCPE FCR TUEING. 1 [

4) FOR INSTALL ATICNS SHCwN WITH TUEING RUNS j

18" Max / FERFE; OCULAR TO THE UNISTRUT USE I/4fFT SLCFE / 8 (MIN) AS NECESSARY TO AVCID ALIGNMENT F606LEMS hg F-t?31 P-1332 ' EE_T{EEN TUEtNG Afg

5) [ALLOWEO FITTINGS.EEE TO5 ALTERN b _ _ _- _ / _

T--~-- / TUEE BRACKET \\ "Ja g t 3/5" TUE E P-2CIC - 'I I /2" TUEE F-2Cl2 '"'""c 6I X 'O 24* MAX l f - + + - - - - - - ~-- e u,N .g - \\ A.,=c - (TYP] f P-ICCI p, 3 l P-iCCo TYPE-2 i M F OR TA"T i WORK THIS DWG.WITH "UN tST RU T ~ GFNERM ENGINEFRING CATALCG r6 9" c.< nc3sao ."I ~ ANALYZED AND APPROVED ON THE SUPDORTS HAVE BEEN INDivlDUALLY 3.E" O HILTI KWIK BCLT FOLLOWING CMC'S. ,/ TAG NO CMC TAG NO. CMC / l F T - 132 47645PO FFT 2457 ] o W 21 2 x - F is-4614 57493 RO l-F i-24578) l$l_'YM 7MD5 X FIS-46lC l' wnA R2MS-46d8 2 703 RO. _f l-F T - S 22 4 - F T-142 ] D(f(1sRQj k 1His sUcFCAT Cf9CNED FOR MTG TO: 1. T - iC24; 3C W RCf/ TUEING SUFFCRT SYSTEM FCR l <,- :ere .i -w str A-' cx viszz g SUSFENDED RUNS ej'?J jan u, na A cu m n moreo T Y PE-2 CEILING S w~ %' -lu a cc av ra oc e wono l g g,p JM r, u. Ie Wa r. :l as e a s en a - N.T. S. 7 y [,,, ll _ - t - - t - i;.: I I ~ '" ~~ 22 23 -I-CCI - T02 l are.ov 3 l l

l NOTES CONT.

7) MAX. LOADS FOR THIS
  • LI SUFTGT. P 4SO" S400" t)

TUBiro MUST EE ATTACtED TO UNISTRUT AT A forJT ^ = = A 400 OETWEEN TtE TWO OJTER HLTI EOLTS. f 2.) ATTACHMENT HARLWRE MAY VARY AS RE FOR N \\ 7 2 OR 3D RESTRAf 4TS. SEE GENERAL POTE %\\ { I l

3) LOAD DOES POT PEQ3SARILY HAVE TO DE DISTANT I

bg TO THE M m TS. \\ [ IUBING BRACKET (SEE PJOTE 21 T 4.) TYPE 3 TO BE USED WITH C2)TWO TUBES MAXNLP.4. g ,_! __ y l,, y-h<; I P-2010 32 ' 1U8tNG TYF'E 3 ALTERNATE TO DE USED V4TH {4)FOUR TUBES g P-2012 I/2' IUBING MAXIMUM ( 3/8* OR /2* ), I 5) TABLE I APFtlES TO ALL AREAS. r4 TIE SAFEGUMOS l g EULDtG ore CF THE TUBirE ATTACHAENTS MUST BE A l 3D TO USE TABLE I. TABLE 2 APPUES TO SAFEGUARDS l l BUILDir6 WEEft PO 3D SUPPORT IS INSTALLED ON g 1 EITIER SOE OF TFE COrCErJTRATED LOAD. N/

6) REFERENCE TABLE 2, LOAD > h1 LB.,4{3" TUetNG. THE 8*'

MAX. DIMENSION MAY BE RELAXED TO KT IF ONE OF THE A CONCEt4TRATED LCAD (VALVE ETC.) SUFTORTS IS LOCATED WITHIN 2* OF THE FACE OF THE b WITH WEIGHT OF LOAD RANGING VALVE. FRCM.5 TO 3.5 LOS tITI$'TTACHMENT AT TOP / TABLE I \\ / TABLE 2 \\ OF UNISTrAsT TUDE LCA0>3/4 LB. LOAD 53A LB. TUBE LOAD >3/4 LB. LOADn3,q LB. SEE NCTE C SIZE LeMAX. Lc MIN. LeMAX. LcMIN. SIZE LeMAX Lc MIN. LcMAX. Lc MIN. P O64 I/2* 16" 6' 36' 6' 1/2" 11' 6'- 36" 6' \\.,%1/ 4tf I2' 6* 30" 6' 3/8' 8* 6' 30' 6' , _ _ p __ __ _ p _ _ _. _. SEE NOTE I ( [, --T-O M M -[ [ -I , P-5000 NISTRUT. P-5500, P4100 ~~---l-----"t'-~~~~t-"--"I"~"--- [yg q)HitTI eOLis rMiN s Max. {3/5* $ "HfLTI BOLTS tg-

4. Min.

' l 6" M AX. [ TYPE 3 i 4-M itt TYP i [, TYR TYPE 3-ALTERNATE A TUeitG SUPFORT SYSTEM FOR THIS SUPPORT DESIGNED FOR MTG. TO' ]* 7//%Q'[T'f,@hh INSTALL ATION WITH CONCENTRATED WEIGHT T YPE -3 s ';l! se us u o$t GEV M mro sA=s c;*erzin FLOOR S'# " ~ ' - '.".5... 2323 + wi-TO3 . CELLING C' *::' .. ~....

?llis 4PpECh"UC(13IEN NOTES i)ron GENERAL fiOTES SEE OWGS GNOi,Gt402[ a Dy0[Q 2)USE ALTERNATE A I DETAll TO SUPPORT TUB 4/J p, NECESSARY.THE UNISTRUT BRACKET (Pl496 Pl499 OR Pl750) e, k JJFi A MUST MEET THE REO.0F GNO3 AND GNO3d. CIfd g - P 3/B, SUPPORTS TO ACCOMODATE A MAXIMUM OF TWO 3 ,11,T_Q8ES _OR TWO (2) I/2' TUBES. 8g OELETjED g 5)MhTTOADS FOR THIS SUPFORT:P 11"IS IIS A ll5 g g (FOR ALTERNATE A-l) P=10Cf S: LOO' A= LOO' / TUBE BRACKET h [ d*Mh 3/3' T UBE P -2OIO i 36 MAX i%~ l /2" TUBE P-2Ol2 INOtVIOUAL CASES APPROVED ON THE h C " MIN. FOLLOWING CMC'SW 4* 2 TAG T40 CMC TAG NO CMC t l I FT-ISS ] 57463 R2 I-LT-549 1 66626 ROI g N <[ I-FT-159 3 1-FT-2184 3 96153 R O I i FIX2 V2'00LT & NUT I FT-157 } 57463 RO l-PI -2325A 96185 R I ASW A-N7 [ 1-FT-lGI J 2 FT-2454A 72657 R I S M l".1 2X2X V4'SO. STRUCTUR AL i F T-415 62521RO l-F T-2462B I STEEL TUBE i.pr.455 'l l-FT-246CA) 72773R 2 l l l-P T-4 252 42435GO 1 PT-455Fu 7293 N b. I LT-459 i 1-P T-4253 4 7647RO y I-LT-459FJ 72679RO T111S D OCU MENrf i ei-4254] 72c79ro

i. tT-460 625i4 RO 1-PI-4255 62545R t r FFECTED.

BY i-tT-Soa 72165RO i-tT-4500 42420RO A I-FT-522 p l-FT-4537Al 47643 RO ~ 5)/I6DRllL l-F T-5231 6673ORI l-Fl5-4537BI / DESIGN CI -HA h' t '5 P-1499, P-1498 l-FT-532 J66744 R5 I V x OR P l750. I-F T-533 J STAND NO ) l-FT-542) 72931RO l '6 g S-2453 72849 RO ) I-LT-5 54 { 0-- 6 eCENTER ON PLATE r~ p m' N 6* ' V2' STEEL PLATE ______ __ g MIN (TYPJ M8X 3 T & N0p-307 I ALTERNATE A-l ' ALL THREADEL SEC TION

  • A-A' (SEE NOTE 2 ) _HOO m

TUBING SUPPORT SYSTEN FOR = W d' "' N THis SUFPORT OLSi6NED FOR MIG. 10: 3 '/r toe vs W< SUPENDED RUNS e w etu r,yc p et ra rev. 45 woreo TN'P 4 g

  1. J REV PER CMC AS NOTED 86 V,de^9

/d NC 3 A FLOOR 4 u m e s w ? r. % s,r m wau - N TS l 3 CEILING = ; ,,J,3 ;l,' 2323-i-008 -TO 2 l ~

_ _ - _ _. ~. _ _- l NOTES g -UNJSTRU T P-1499, P-1750 OR P-1498 r ,r l) FCR GENERAL NOTES SEE GN SEFES DRAWNGS. 3,gHEX HEAD k

2) TUBES TO BE RUN BETWEEN HLTI BCLTS CNLY.

CAP (CREW _ { - - - - 7',; - ] - ] (DETAll A) 4 USE P5000 WPEN IT IS NECESSARY TO HOLD UtilSTRUT NUTS \\ P-LOOB P-4 COB OR P-5508 T UBING MORE THAN 3" OFF WALL. ALTERNATE DETML'A'

4) FOR LESS TUBES THAN SHOWN IN TABLE I,

'L" MAY BE REDUCED IN ACCORDANCE WITH CEl-20' ALTERNATE - TUeE ERACKET HLTI ATTACH. T FOR 3/8" TUBE USE P-2OIO (UNISTRUT) AT TOP CF UtaST T FOR 1/2* TUBE USE P-2012 (UNISTRUT) l ,m ( TABLE-I g P-LOG 4 UNISTRUT MAX NO. TUBES ' L' MAXIMUM LDADS - r 7 --f- - - - - l- - - 3/ 8' 1/2" _M AX. P 5 A r-~ Y'/ P-4100 6 5 18 " 311" 450' 450' P-ICOO 6 6 24" 369" 315" 315 " A A P-5000 4 4 24* 230* 225' 225" 2 4 '_ 300~ 250* 250" P-Sf00 4 4 T -f2) -3/8' $ HILTI BOLTS W/2 1/2* EMBEDMENT I INDIVIDUAL CASES APPROVED NOTES (CONT) 1. t ON THE FOLLOWING CMC'S: b P-ICCO, P-4100, P-5000 CMC

5) FOR TUBING INSTALLATIONS USING ALTERNATE OR P-5500 UNISTRUT DETAll 'A' SUPPORTS TO ACCOMODATE A MAX.

(SEE NOTE 3) DIESEL GENERATOR 624 80,RI OF(2) 3/d T UBES OR (2) f/2" T UBES. l g DETAll A (SEE TABLE 1) INTERFACE TUBING THE t)NISTRUT BRACKET P 1499 P I498 CR j g A (TYPE-5 ) Pl750 CAN BE ORIENTATED AND MOUNTED j IN ANY DIRECTION BUTMUST BE ATTACHED SETWEEt' THE HILTI BO LTS. =s THIS RAXRT CESGED FOR mig TO: TU21NG SUPPORT SYSTEM FOR RUNS i 1 ypJ,3l3s '/4 Wc 4 aev as woreo AGAINST WALLS WALL y y,,,,,, n., e g o <u m cm -mu r,m. rype 3 CEILING y w.m % sm m a FLOOR '87 * * ^ ~ - l - ~~ 1;- l *". 2323 I OCl-TOS s ~ ~ -. 7 ~ l e

i n a D 6 E C S S L R AH HINE - 'O GR 6 T G N LE E W O T O I R I T T D S S TB l E O F = P O OU A P Y D 3 IN M T N E C 2 T 1 S MI E R L. M T E D BF I PHI / A 3 R RES T T XH 0 O 2 E YE R S M AL EC 0 C MG AE T 1 g 3 P 2 R N M P TA LWI S N F U R EA S Y. G

  • 4 t

E 1 OT GC T T Ef / PH I C ATC' R B E 1 PG. GI A N R T O U S UIR W T 0C N P T Y S 2 O P NI S R T C J I ~ I E T E A C - S E A S AH O LR I S R T V H R C I N N T O G S S N Y T A ,O S 1RE N yT E A 8 H SR M YN L R AB A WN E R E. A 2 I BST G GO E f N S N S W S OT NON D E O E A OONN n I C EH EDN NL I C CET TS E L S T S NISIE IE L E R A A X M L S PR HI H A T m PA I UO SDS M F O ' o N 2 3 4 )5 ) ) ) O' n A o c D 4 r V r T E

  • L R

O B 'l K o-E W) 4 e e I s ac ' T KD 'O ITE L x/ t t E I R / H E M' SM (I "l S A ], X hf'/ gm 4 ~ I 'A i n ~ A g p \\ f 'I N ~ O e T s u c C r c E \\ll a = n S O T O l2 ' g t I O g r y E 2 2 K P P 2 e o ""l CA R Il 0 E E B B B E U U E B T T A 6 U

  • i T

8 2 o L / / P / 3 1 T G 11 ]' ~ S T N S. M S 1 i l 6 O T. i K I E A e 4 R I N C T l F _J g{ P V D E Y E l' N T L G I E S { E D {A L T L a R A O W 9 F F O S S I H e' ?! l j i T _3 ll ll j- \\ll lI1li

_=__-_ i jnt4TE CLAMPS.2DJfL3D TO BE APPLIED TO d'FCUR(4))/2" TUBES OR%OUR (4 8* TUBES. 3 (SliJGLE TUBE RUNSI ACCEP BLE IF NIPPLE p ADOED IN 3D'S) b A 7/i6'4 HOLE (2 REO'0) 9 u -g 9 \\ N '4 '% 'y I / s U4x2" i/ BOLT & NUT AS T M A-307 ( l-REQ' D ) h h _~." p" (SEE NOTE 2) l [ i 5/8 MIN 3 - 3/4* MIN 3/8 X3 Il2'HILTI KWIK BQL_T I* MAX 4 - 1/2' MAX i NOTES. (2-REQ'O ) (TYP) SECTION A-A j l / ( N.T.S. ) l} FW GENERAL NOTES SEE GN ./ l3' X 2' X 1/4' STRUCTURAL ANGLE SERIE5 DRAWINGS.

2) 5/16*pHOLE FOR CLAMP SHALL BE DRILLED TO SUIT AFFLKATICN TYPE-7 euT NOT LESS THAN I" FROM ELEVATION EDGE OF ANGLE TO HOLE (N.T.S. )

CENTERLINE.

3) FOR SINGLE TUBE APPLICATIONS UNISTRUT TUBING BRACKETS i

P-2010 OR P-2Ol2 NAY-BE USED. 2D ONLY) $ 4)rdhX LOAD FOR THIS SUFPORT S 245' P 245* A 245* l l THIS SUFFCRT CESIGNED FOR MTG. To: SINGLE OR DOUBLE TUBE SUPPORT 3"""" WAU. f

  • /2 dat ca JFli k'i coc REv As uorED TYPE-7 FLOOR

. v c* 2ni A cx au. ~ -r.o

  • ^ " ~ " ' ' ' '

+ 'J '40 " ^ " " " ., '* _ I - - ;= i i - t-i -- CELLING 2323+ 00i-TO7 i = r - 2323 9

l l l NOTES: n l-3 a 13 / 3 2" - I L 7 / t '_ I. I) FCR GENEFdL NCIES SEE G4 SER:ES CFAwW GS. I (TYF) e i h' 'it' O _,_1/2* TUBING O.D J. C. WHITE CO.

2) HILTI BOLT MINIMUM EMEEDMENT FOP J.C. WHITE l

'I c-qTRANT I N. C AT Nt CL AMF SHALL BE l - 5 /16". 15/3 2" 20 3/5" NC 2-375-2D 3 THIS G ALSO USEABLE FOR TUEE ATTACHMENT l I 2D 1/2" NC 2-500 -2 0 Ot3 UN' STRUT MEMBERS AS SF-OWN Ct4 OTHER ) ) 30 3/E" NC 2-375 - 3D TYFICALS FOR THIS APFUCATICN USE PlO64 3D 1/ 2" tJC 2 - 500-30 OR SIMILAR T YPE SHIM MATERIAL UrNR T HE J C. N 4 ThE S b EX b g 9/32*DIA

4) STAUF F COPP OR JC. WHITE CHAMFERRED TYPE 2DI

/ CL AMP MAY BE SUBSTITUTED FOR ECU: VALENT SIZE jl!4"It/2 2D TUBING CL AMR STAUFF CCRP TYPE 3D CL AMP g_ L I MAY BE SUBSTITUTED FOR J.C. WHITE 3D CLAMR / TYPE-8

5) max LOAoS FOR THis sAirv0RT I

P-73

  • S= 100
  • A-tOO "

( 2 AND 3 DIRECTIONAL CL AMPS ) FOR MCUNTING OF ONE (1) OR 6.) MAX NUMEER OF TUEE TH1S SUPFORT SHALL EE TWO (2) TUEES TWO (2) V CR TWO(2) ~ _6 _ ,.( A

7) WHERE TUEING RUN HAS NC SLOFE THE J C WHITE MM EE USED FOR TUEING SUFFC ATS CN FLOOR At4D CEitltJGS FROVIDED THAT ALL OTHER PPC,VISCM i

i OF THIS CRAWING ARE MET. u l/4* X 3' LT K BOLT (VIN) ,gggiDUEL C

OVEC CN THE l

l f s / ) W mmeo FSLLOWING CvC'S: [' TAG NG. CMC c 9 242 R.O This 5:.;;GT C 5IGNED F0h MTG. TO: SINGLE AND DCUBLE TUEE Su; FORTS g,a 7I"-/-t %IN. lo-,

  • L (y*

M v FrR cmc 35 Mcito I#' M M FLC"R (HVAC CPU) '[c ^ " T YPE-8 v sw w. s a au.c noreo .NI U ry c. a o, an a uc - ese 4 as e ro

  • * * * - N.T. S.

4 lP v {ruc T l, [ f e-..~'~ ~ ' ' ~ * ~ 22 2 3-I-CCl -IC b e.. wee ro. e

I 1/4* NUT 1/4" NELSON STUD (ASTM A-307) (ASTM A 108) -JC WHITE TUBE [ CLAMP (SA479) %4 n n 2 U U ( -y ~ ~ ExlSTING PLATE I/2 (MAX) I/8 (MIN) SHIM AS REQUIRED WITH OVERSIZED HOLE (3/W)D. TO ACCOMMODATE FILLET WEL j 1 NOES l

1. FOR AFPLICABLE DIMENSIONS AND NOTES SEE 2323-I- 001 - TC8.
2. STUDS TO BE TORQUE TESTED TO 4.2 FT-LBS$

3 ENGINEERING APPROVAL IS REQUIRED PRIOR TO ATT.1CHMENT TO OTHER' SUPPORTS. SINGLE AND DOUBLE TUBE SUPf0RIS THIS SUPPORT DESIGNED FOR MTG. TO: TYPE 8 OTHER SUPPORTS " ' " ~ " $ " ' " ' " d'

  • E WELD P ATES

~ ~ ~ [,,,## [,* ~~ ~ ~ 2323-I-001 -T08 - A O T =*== ea .~ ~ ~ l 1. I

I

1. t.

f-THIS SUPPCRT DES 6NEJ FOR M TG. TO l c'v..,

x WALLS 1

T fb l ... M . [pf CEILING 9 MIN ris v/ I MIN.(TYE) 1 g M, FLCOR 16

== I 9 FIELD DRILL f0b l /' 2 2 I l C N l,3h2-5 / 3 h/2-5 A I I / ~'I A I I I Y 4 + i i i< l FOR ALTERN ATE CETAll SEE g g 2323 i 001-T098 l - e-lNNel i j NOTES CCNT l l ex 1 y

10) MAX SL'FFORT LCAD-1 I

iny SEE NOTE 5 '4 g g j P-150 ~ S = 150* A t!50" lN / f I g g SECTIC# 'A-A' I I WEEP HCLE' h~ ) GROUT I I SEISMIC SUFF0F.TS AND l AS REC'Q T f ,-[ [SLOTHOLETOEDGE i$L((A[t(y D Q"D ~ TER HA E 4[' gy p \\ EE 23 3 CC fo9A FOR / l = I APPIJCAELE CMC. I HILTI KWIK BOLT S 3'2 EMBEDMENT MIN BILL OF MATERIAL 4 l NOTES- . ~,.

n. n_

= ljTQTQliTJMT t FITTINGS M;(NOT_ EXCECD IQ LjL

7) SEE T-04 ALTEENATE FCR ADDITIONAL 1

1 CAP FLAlE 4x4/3/5' A-36 d VcnALL SUPPORT HEIGHT MAY EE FECUCED AS REQUiGED TO FAOL-ALLOWED FITTINGS. 2 I UNISTRUT PICGC/F65CC l i l ITATE INSTA.LATCT4.WHEN A 709 SLFFCRT ISMOUNTEgLATE.L OR )WFTCRT TO ACOctacCATE A MAX.OF THREE FLAIN) TU5E SUPfCR T N WAL %.EtiNG IT MAY EE AEDUCEO wtTHOUT REFLACING CA i 3)FABF4CATE IN ACCORCANCE #1TH G&H SPECIFICAI!CtJ MS-62EIm,(3) /8'TUEES OR THREE (3) V2 TUSES.' '51 4x4x3/3~ TL6UL). et STL. AKC B 4 i ALL DATE IALS ARE NUCLEAR SAFETY RELATED. (CATEGORY 1) 9)UNISTRUT LEf1GTH MAY BE REDUCED OR iU_.hTL F. Icx i3/ N lA-36{ t i CD'E ST2MP UraCUE NO. IN10 EASE PLATE SUCH THAT IT WILL SECTIONED WITHIN WEIGHT LIMITATION. j ~ 5E LECiBLE AFTER FAfNTiNG N C4'i ' TUEING SUFFCHT SYSTEM FCA SIWELD ALL APOUND EXCEPT AT 'r; e< n, p I14 luc wnace se4 w SUSPENDED RUNS TYPE-9 WEEP HOLE. 6 'WN d %t 'N ' N 'N " l G FCR GENERAL NOTfES,SEE Did5 [ M$ ).k ),b [ [ (( _ i _,_,._yg,N ~ - N. T S. aei, Ge2(cnojg m, ,,,3.,. cc, _,c, i i I , ~ _ r m

I Satsmic supports and bolt patterns have been individually analyzed and approved on the following CHC's: IAC NO. CMC TAG fk). CMC TAG NO. CflC C13C07401 66553 R.2 1-LT-554 66641 R.0 1-PI-2487 96209 R.0 Diesel Generator 57502 R.0 96200 R.0 1-PT-4252 42435 R.0 Interface Tubing. 1-IT-2140 96237 R.1, 1-PT-4253 42435 R.0 1-FI-156 57488 R.0 1-PT-2141 96237 R.1 1-FIS-4607 57410 R.0 57509 R.1 1-PT-2325 73056,R.1 2-PT-514 72924 R.0 1-II-160 57509 R.1 1-PI-2327A 96186 R.0 2-PT-534 72925 R.2 57488 R.0 1-PT-2454 96208 R.0 - 2-PT-2325 72924 R.0 l 1-FIS-163 47626 R.0 1-PT-2455, 72674 R.1 2-PT-2327 72925 R.2 1-FIS-164 57509 R.1 1-fT-2456 72676 R.1 2-fT-2463A 73016 R.1 1-FT-414 62540 R.1 1-FI-2456B 72676 R.1 72890 R.2 66553 R 2 72898 R.0 2-FT-24638 73017 R.1 1-II-415 66553 R.2 1-F1-2458B 96210"R.1 72963 R.1 1-F1-416 66553 R.2 1-fT-2463A 72712 R.4 2-IT-2464A 73009 R.1 1-FT-426 62540 R.1 96154 R.0 72890 R.2 l 1-fT-434 62540 R.1 1-FT-24638 72851 R.1 2-fT-2464B 72963 R.1 1-FT-436 62540 R.1 72662 R.3 73008 R.1 l 1-FT-446 62540 R.1 1-FT-2464A 72712 R.4 2-fT-2465B 73004 R.1 1 1-PT-457 73094 R.0 96171 R.0 72890 R 2 1-LT-461 73094 R.0 96154 R.0 2-FI-2466A 72963 R.1 1-1.T-462 73094 R.0 1-fT-2465A 72712 R.4 2-FIS 4607 73137 R.0 I 1-PT-514' 73056 R.1 1-IT-24658 72712 R.4 2-IT-6708 72682 R.0 k 1-FI-514F 73056 R.1 96154 R.0 2-fT-6709 96204 R.0 1-PT-534 32449 R.0 1-PI-2468 96208 R.0 1-FT-542 66641 R.0 1-PI-2469 72674 R.1 96200 R.0 1-IT-2476 96209 P.0 h 1-PT-546 32449 R.0 I A / Tubing support system fnr .\\ ~ Suspended runs Type-9 \\ I ~ f $4 m:. % y f)t

  1. r 5 2.. / t 5.--:

2323-I-001-T09A -""--'a' l 1 ~ ~ ......u.

g SL L9 I O .E e LO B B BT G

  • e DI M

- YWL L T O SDI R NO W O S3 LHD ' ei A - DS F I I 2 ETL M 4 E3 W E l E 3 T2 NW l T 2 ~ O

  • A E 0O*

T S 3 S N E 6 0 E LS N99. E Y 2 O D S S AL TwOO TN T RA OTT RU O EINR *0H T E OR SlG N EE 3 A P T S6W P D GA N M MAMD U E R S D R OEOR E Of RRRE T G N FO F AFP L E L I) ) N A I P L 2 I BS R H UU D CA TS D M L FI / E k b4 9 V O R ~ 4 9 9 d-l 2 7 f

  • l

,4 C ~ /

  • A 1

C r ( 'A R ) ?

  • 2 t

IY I F N N T ( i O N N. I I

  • 2 T

N, L k M C I 'l IO E M S 7 ~ T 44 N E OI lk ' }4 M ~ EE D L ~ C ] - LL E W OOE B C ~ [ HHG M 2. D \\ E PTE ELO dI EO e WST 3 ~ S T L L W - [ O B X.

  • g4 K

A _If I h W 1 8 K g N 5 I I _i' T \\ \\ L g I W I ) H 3 g\\ /2 O = \\ \\ \\. I \\ \\ 4. \\ I I 1 - 'i = I \\g \\ \\ \\ \\ \\ \\ F I \\ \\ \\ \\ \\g 00) \\ 9_,2 [ N I-n .N gE I uT M O p4 / ~ 4 X 0N l/ A 3( M62 T'D UQ OE RR GS A ,a

lli, 1Il1 Il (lj lll 1!l lIlI l:1lll1 il ll 11:

I,

'P rA SUPPORT 5 HAVE DEEtt trolv0UALI Y Af1ALYZED ARID ,[ AFPROVED Or4 THE IOLLOWitiG CMC'S S Tt.G NO. CtAC DETAIL,A, I PI-2406 } 3 I 574 45 R.O l'- 4 /4 , [8 2 -S_ . P T-24 f 2-5 I 12 g r y_ g44 7334g n o s '/6 t vcN T HOLE 4h. / LNiSTHUT E. _. _ _ _ __ / 3 l 4 x4 x3,'g* STRUCTURAL P-8000 / TU6ULAR STEEL (TYPJ g /2 10' [25 xl4X '2 I / k- ,/ EN9 Off's -- P-lOOO I,l (TYP) -~* 'l* Tih g*J ? t 171 ~.2x4x,tg li. 6-8' MAX. ~ l i i'A-LM8ICA-s ( (T YP), A).. l cyc.,343 in "a a i,i 6g/g m 2-5 -A g 's p.3, l

l f

l/(M'N 4 4 S-l l 2 (T YP.) 7-g '/ VENT HOLE l l 4 SLOT HOLE TO ECGE - I ,_6",,,_6_,, N_g. FIELD DRILL 3 (G HOLES) t Il f> v(TYR(SEE NOTE 4) b. fr,,hd g'4.1hif h ,n

  • JE f.--'

j. ..f..m, d, A.. GRCUT AS REQ'D T<

  • \\

'\\,.j SECTION A-A HILTl BOLTS (G-REQ'Q) qW v2't(3 k "Miri. EMBEDMErJT) p g NOTES: 4 ELEVATION 1.) SUPPORT DESGNED TO CARRY TMOCDh* TUBES6.) SEE T-04 FOR ATTACHMENT FITTitiGS. OR TwOCd/2 TUBES ATTACHED AT ANY POINT 8 3y*t----_ oN STRUcruRE.. r J N ~

2) TUCES MAY BE AJN PARALLEL TO HORIZ. MEMBER-7) MAX. SUPPORT LM

/.

3) UNISTRUT MAY BE WELDED TO EITHER SOE OR p,125" S a l25" A*l25" N

TYP 4 \\ kfbe TOP OF HORf20NTAL MEMBER. /TYP. 'TYP. Il N

4) WELD ALL AROUND EXCEPT AT VENT HOLES.

k6 V S) UNrSTRUT MAY BE WELDED TO ANY SIDE CF DETML "A VERTICAL MEMBERS. TU6m SUMM SWRM Fm z

  • jf tru esc sn

/L csc qv reacuc..n%in nortO. SUSPErOED PUNS /k w

  • U (EV JS A/orEO IHIS SUFPCRT DESiC+ED FOR MTG. TO:

3 W o< W FLOG 7S 5 u.-* *. s .w w w e o norep "'" ~ N I S-p 4 4.me IS ifyc rd ces ac cmc c.c,s75 ~~ ""j'),* "

      • * ~

2 2323-I-CCI-TlI ...... ro.

d D b" o ,-t i4 ms < a i g w,. e 2 OC g N -52 79 x u s ? m m _Jo d. s 1 _4. h eM~95 N" je t L" H S 5 d c x z p 9 '. _,m bs h *y Q h a 3"gi@2 8 d5 a-r

  • *575* # h e

m m s 'g, *e gS ~' G J qL. I* $ 9 7 a e i Ed $2 20 ~$ bc.f "m w g e. 6m 2:' F-z U Wo $*Sg:g 30 I a e 1 W t: 4 - b) + os d de em mw 3,05 m, E9 I,(.10,!f.14 d ec g cd '0 i.ot e w >e se aj i <w.m o r>oo=o8 e. t pee,t 8 3 8 8 '. "% ;5E d W m a w W B M 5.-(- a o e = w 5;tz m< a t g 0 8 m*w I "E = S ;i 5 $g" d G b d g'$ . -( 5gg d-ce e g &q 9 [oQ,. < Zgj<[$W 02-OE 4 ag

  • h h

$5 3 4 .b l gb g m898 z r mEE m sa 0 9 o ib > _a w-4 5W' >. a Tu l-x.Rf_A 8 <H. o o 5"wsz$6 H s i : e a .. Ng e -8 .) o ww -oBe to) 55 o ' 5_ @ g ' O p. h ,n.< a i 2 x gl mf,m < am zu< Z 4Q 3<Do2 C 8 T11-'. _ _ _ ,O 2 1 e a2 e Lm 'j: ~_g 9 Qu t $s ga 'e M i 5 Ma ~ 5b 8 g sf l x C .x Hui

t E

'v r.n m8 Eg e rg a e l l s 3 5 I ' sc 2 n M E i u idy m.o,a, s a a u. CC z a A m e n s I: m o i ww t. >d .0% l m O O u_.; If se - s ..j ~ w; ;- ..v; - - ; -, .a [4'k

  1. h Iii f b

E i-Iblc: l 1 --i %

/

d g C 3 ... _.--i j._. - - %- - - - - dl;.__ / o l.4> v .r__ x \\ [ i I h $ 8 !E l s S' haeo s pd,,.r P $ 80 0 m

  1. ,d-

.- s c /.. _. > i$ 5 o-a -om w d z [ C X VI g y 2 -a

} h o u >.

v-k.5ed 'i.,N,# 500 t 4_ _sJ \\ Sne a e

~ __._ _ _. _.___.. i 4 ~.. 4 ? w b,HitTl EOLTS WiTH '.Y 4'M-IO54 b'H;LTl ECtTS WITH 2'[ -, 31 2 j'3 1 SECTCt[l B-B l 2 g !. m U 1 EveEDMNT" Mt M.M D/.EECfENi -*b (2 R;O.D) e i (2 REC.C) ) Y SECTION A-A i } 3 t;. 4'; SLEEVE l 4't ELEEVE l

  • y-P-C64 (3 Ff0D) !

-(* C 4 I %,4 DRt LED HOLE (2 REO.D) y w cc cc ce L "-" Q O t 2'x 2'xh'i j ihe"CrYR) ~ ~ " ~ ~ ~ ~ F~ ~~~J----- g \\ g SECTION C-C t

\\

/ =-- P IOOtC ("C ""** 7 \\ ,/ N i f y i m I I l 3- !l t, (SEE NOTEA (.SEE ROTE } ~(MIN) e s-i s-i i. N. I. l. 2 -' -) l (SEE NCTE Y (SEE ROTE } {(MIN) (MIN) l (MIN) 3) 3) 3) 3) 4 + 3-DFECTION AL TUSING SUPPORT 2-DIPECTIONAL TUBt6 SlFFCRT (MAY BE USED FOR 2D ALSO) SUPPORTS HAVE BEEN INOlviDUALLY 4 NOTE-1 ANALYZED AND AFPROVED ON THE 4 FOLLOWING CMC'S: 0 FCR Ef'EFAL NOTES SEE GN SERES ORAWINGS. TAG NO. CMC 1 i 2.) THESE SUFPCRTS ARE CESGED FCR FOUR (4)W TUEES CR FOUR(4) I/2 TUBES MAX. 2-F T-2 4 6 5-8 72923. R. 2 j

3) THis CrdNSCN IS ONLY A GUGE, AND INSTALLATION OF BOLTS MJST COMPLY WIT H CEl-20
4) HLTI BOLTS FCR 20 SL'PPCRT TO BE TC,RCUED AGAINST P-tC64 FIT TING.

s i s) TUBNG NUST BE FREE TO LOVE AxlALLY CN 2-D SUPPORT. O I Cd THESE SUPPORTS MAY BE VERTICALLY AllGNED AS WELL. i

7) POX. SL'FPORT LOAD:

X412-Y 525" Zusas* i 8.)FOR f/OUNTi.% HARDWARE SEE T pet ET RATION TUEE SU cCRT l THIS SUFFGET LES&t0 FOR f>OUNTits6 3 %',7 toe w '/a r. c WI Nh "S7/4 5 TO: z 'E2 em 'h Ri t' No '"^'-t*> TvFE T-is i wp(( sh44 st 'H, .%d

  1. C

/AT MV AS 40TP o N~'~4~~ l ^ f' CEILING 8 " ' ~*t - ' - F223-1-CO-T13 ~ l *- I - - ' - I k ROCR %-* 'I ..... m. 1

NOTES: 4A Ad l} FOR GENERAL NOTES SEE GN SERIES DRAWINGS. (4i7/16iHOLE h

2) SUFFORTS TO ACCOMODATE ONE (l)3/8" TUBE OR (4)3 *o H;LII WIDi Q, PLATE *

/B ONE 1)'/2' TUDE. (2D OR 3D) 2 /2'NIN. EMBEDMENT 24' MAX.

3) DELETED.

I s h 4) DELETED. R.3 'X 8'X B' TS 2"G'X jg /B t l

5) DELETED.

f-- -g~

6) FIATE SIZE (8~x 8")MAY BE REDUCED AS DICTATED O

18' N A X. I, lj2 m /2 / ']l ' BY FIT UP REQUIREMENTS IN ACCORDANCE WITH TOLERANCE ON' HOLES IN PLATE. F L._._.__._ _ /_ f

7) TUBING NIPPLE REQUIRED FOR SINGLE TUEE g

/ / APPLICATION FOR ALL 3D _ J.C. WHITE (STAUFF) y CLAMPS. v l'/ *M3N >p 8)THE MAXIMUM LEVEL C&D LOADS THIS TY PICAL / 7 ^* 2 y WILL SUPPORT ARE: P =75 P = 75 P, = 75 N h I 3 * ), g a (E EDGE OF CONCRETE 17 [. -) SUPPORTS HAVE BEEN INDIVIDUALLY

/4 B

ANALYZED AND APPROVED ON THE FOLLOWING CMC'S: ~ TAG NO. CMC y5 2 X 2'X /fj l ^P l-FT-424 I I-FT-436,435, & 434 62549,R.O l-FT-425 & 426 g6 I a A2X2'X /I l 72840, R.O l SECTION A -A STR. TUBE A ,.____4- + l G P3 pf [ s + l THIS SUPPCRI DESIGNED FOR M1G. TO: a 1_ 2-j [ CLAMP dx1x'/d. -[3' WALL CELLING l MIN 1 MAX. 't __2 g CLAMP TS i FLOOR SECTION B-B e 7 E T ED TUBING SUPl@T SYSTEM FOR 'f 6 t 90 a .j,/v,x a 4 l pg rw eu,,o co7eo m SUSPENDED RUNS 2 W= w ur ryc n e ao wo 8 *tX2'/2 TYPE 14 S /4

  • st e ac JW h

ac ztv. pe c. cuc n m p..no d6 HOLE BOLT f NUT '='- + v4 Sc par oc or gev e; ivoru 3 = u; un-1-w,-T14 w cN C.C = =- O

( I NOTES. f4 f. 3 ( l} FOR GENERAL IJOTES SEE GN 3*> 30" M AX-3',[ G a 7 OF 2323-I-001-T14 c /2 MIN. ~~ N

2) SUPPORT TO ACCOMODATE TWO(2)

/ 3/8" TUBES OR TWO(2) 1/2" TUBES. (4)7/16') IOLE ( W /e't HiLTi BOLr /, A

3) THE MAXIMUM LEVEL C B D LOADS A

3 WITH 2 /2" MIN, Tills TYPICAL WILL SUPPORT ARE: I EMBEDMENT 0 0-Pg = LOO M Po =lOOtt Ps = LOO tt J. C. WHIT E CLAMPS

4) ADDITIONAL TUBES CONSIDERED

~ ,t m j' [- - - - -- cc ON A CASE BASIS BY CMC. gMCTERNATE FOR g U_ ADDITIONAL ALLOWED FITTINGS. w EDGE OF /

6) SUPPORTS MAY BE ATTACHED AT

./ t THE WELDED END OF THE TUBE 3 e (DNCRETE e e--- STEEL BY BOLTING THROUGH ONLY TS 2'X 2'X /4 l ONE SIDE OF THE TUDE STEEL. i l a BOLT IN ACCORDANCE WITH NOTE I 3 I 3" p 5 WITH THE LENGTH TO BE A, SUFFICIENT ENOUGH TO ALLOW l R.3/8 X 8 X 8 [ MIN. # % j F-ONE(1) THREAD TO EXTEND PAST - 1 THE NUT (S) WHEN TIGHTENED. '4 EDGE OF CONCRETE rgi-q.

9;.

h INSTR. TUBES i i f 4 ii - ( .. _ - _""""f TS 2 X 2 X /4' SUITORTS HAVE BEEN g

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2. THE M AX. LEVEL C & D LOADS THiS SHOWN.

T YPICAL WILL SUPPORT ARE P :100 P LOO Pc!CO _ y f WE LDS MM BE ON ANY TWO Si['ES. di g I 4 (N THOSE C ASES ~WHERE THE COfiFIG-JC WHITt tif UR ATION OF THE JOINT EE TWEEN THE I UNISTRUT BRACKET ASSEMBLY AND THE l2 ExlSTING STEEL FACILITATES USING FLARE BEVEL WELDS IN PL AC E OF TH E SECTION A-A INDICATED FILLET WELD FLARE EEVEL I WELDS OF EOUAL OR GRE ATE R ST RENGTH THAN THE INDIC ATED FILLET OR A COMBINATION FLARE i BEVEL FILLET WELD MAY EE USED. / TU5!NG SUPPORT SYSTEM FCR I .-_l SUSPENDED RUNS TYFC 15 t %'.a SE y. fil f!'- ht! RE V A S NO TED ,,a. O 'QJsht '~. l b !(, TJ ind.FEK CMS 92 602 O "*7 nl. ~'#" ', f,',' "*ues rea ~' [ 2323 DOI-Tl 5A c-. t

IfMIS DOCUMENT M DESIGN Cff ANCPs RFFECTED nv ,9'Eg g THis wPe RT ESmD mR MTG TO ~ \\ l MIN {TYP.) I : _;;; J F LCOR G pp i 1 ' flELD Drill" tg ~ ~j ' -lO /I b,,h h l l 2-2 b l r SUPPORTS HAVE BEEft INDIVIDUALLY I g l 1 G- - 6 I-ANALYZED Ato APPFOVED ON THE Y l 1 l [ p[/ FOLLOWING CMC's. I I 4 -. _ _ _.16 TAG tlO CMC 1 -+- '.-...._____] g i g .l 1FT 4 57507,RO l I i iPT 937 96195, R 1 ,,4, IPT 938 96!95 R.1 I l l l 1FT 2466A 96214,R.O ' (SEE NOTE S l I I PT 935 96229, R.I I ~[ l N IFT 2466A 72 711, RO /4 l l l LT 548 72 616, R2 l 1 TOP VIEW 2FT 24G6A 73019, RI i I .AEEP HOLE h" GRCUT 4 MAX SUPPORT LOAD: P AS REQ'D . ? 7 OT HOLE TO EDGE p.150 4

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/* 2 TS 4k' EMBEDMENT Miti BILL OF MATERIAL - ~ NOTES: 7a mui z l.) TUBULAR STL(f1ECE2)& FITTING MAY NOT EXCEED IO LB S. 7.) SEE T 04 ALTERNAlE Al f 0H y TYTABwax%' q p.y g ADDTIONAL FITTINGS. { D arXTftf" TUBULAR"WL4 ii A-2)CVERALL SUPPORT HEIGHT MAY BE REDUCED AS RECUIRED.

8) SUPPORT TO ACCOMODATE A MAX OF (3) 3 -

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4) DIE STAMP UNIOUE NO. itlTO BASE Ft. ATE SUCH THAT IT WILL OR SECTl6NED WITHIN WElGHT BE LEGiELE AFTER PAINTING LIM ITATON.

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FIGURE I. Page 1 of 1 file, arms hah,tugco m(. COMANCHE PEAK STEAM ELECTRIC STATION ARMS ~ v DESIGN CHANGE AUTHORIZATION INDEXED PRE)( (WILL NOT) BE INCORPORATED AUTHORDMIONNO. 6905 IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT XX YES NO ORIGINATOR: CPPE XX ORIGINAL DESIGNER ,s 1. DESCRIPTION: 2323-M1-2503-03 5 A. APPLICABLE 17EZ/DWG/332nIn 2323-M1-2503-04 REV. 5 B. DETAILS On M1-2503-03 for instruments 'l-FT-414,1-FT-415, 1-FT-416, 1-FT-424, 1-FT-425, 1-FT-426, 1-FT-434, 1-FT-435, 1-FT-436 and on M1-2503-04 for instruments 1-FT-444,1-FT-445,1-FT-446 changepipingclassNo.from2501do2501R-d 4 ENGINEERING JUSTIFICATION: Reactor coolant is radioactive. 4 E[ @ lif f b.r 4 3.,-- a vt wrvei [dthf[k 2. SUPPORTING DOCUMENTATION 6! 3. SIGNATURES: CGC:RAJ: wet 5/80 i A. APPROVED BY: e8/~7!86 .Desig Re resentative Date B. APPROVED BY: AfW 3-d'80 Originator Date I 4. STANDARD DISTRIBUTION: ARMS (Original) (1) Quality Engineering 1) Original Designer (if CPPE originated) 1) JOS NO. 35 -1195 a ECEIVEp g g. q: p, = u e: tsceivsy

DESIGN REVIEWED -NOT TO BE REVISFR COMANCHE PEAK STEAM ELECTRIC STATION (CPSES) COMPONENT MODIFl' ATION CARD (CMC) C SERIAL NO. h Al h APPLICATION:MSTR WELD MOD. V Q NON-Q Q DESIGN) Met ()(/DIVIATION M @ Originator h DWG. NO. h REASON FOR CHANGE: n/Y / 2323-MI-2bO3-OL rey.+ To CONMJ WITH CEI-20, PBoxlMITY g ME \\ / Name Q LINE NO./ COMPONENT NO. ,OF 'HILTI BOLTS TOLONCRETE ME t-FT-+2 5 (INSTRUMENT ~ RELOCATION)

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r-BrownNinc. Osi ~ - 2 QUALITY ASSURANCE DEPARTMENT MT/PT REPORT / j/ PROJECT: COMANCHE PE AK JOB NO. 35-1195 UNIT PAGE OF MT U PT [ [#d 6)$/4 feg / WDC/ Traveler # 8[8'M8'bf U'} # @ Y ' 'a ' Drawingh <j /gfgpggSystem g Class g Wsids/ Item # pg Location ((/ [/g;prrp T Mfg Stage [gg j,,,,, / NDE Procedure No. jg.pv. / Equip / Mat'Is Mfg. [gg,gg jg Acceptance Std gg Penetrant Batch # f// ((f 7 gj/gg Developer Batch # g/g'/g Cleaner Batch # / AC Yoke C DC Prods O gg Model # pg M&TE IRC #,,-(/g Mit'l Type [. / Mat'l Thickness [# n th Sketch & Comments ID 0 OD [ e / /{/ A/( bkAl hfk$l$l4 $Y I py'aoro /s 7871 fcsst e-c/ Ahc &%' "69SA A'I

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1i Brownf5 Root.inc. Osi;c QUALITY ASSURANCE DEPARTMENT [ PAGE MT/PT REPORT PROJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT . O F __ _ MT C PT

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/oF j/ COM AN CHE PEAK STEAM ELECTRIC S TATION swEr' INSPECTION REPORT 2-Z-35 74 e LTEM DESCRIPTicN ID$truirentation iCENTi W QN NO_ iSYSTEM / STRUCTURE. CES.GPgATICN d il [','$ 'gg "/ Support / Rack Fabr1 Cation 2 4 REV. REF o.C. OcC. & REV. 6 CMANGE No MEASURE CR TEST EouiP. iCENT. No. SPEC.h C@.jf, g;, QI-0P-11.8_2, Rev. # jg 7/f 7 O T 3 W e^Jiag M,Ngge7,03 O PfysE_ErioN E t OINtssysiic, OPaijgihyy sS ric" 9 y oN COMPLETED, AU. d*UCABLE ITEMS SATISFACTORY fp@g f[ ^" '" S "5C' " O iNseE::iCN CouetETEo, uNSATisrACroRY iTEuS. tiSTEo sEtow h INSPECTION ATTRIBUTES oATE SIGN ATURE 12

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CCM AN CHE PEAK STEAM ELECTRIC S TATICN / / s Err er INSPECTION REPORT N-; D _L -/oI-k.-** PnCN pCEN DF.C A T.CN 'eQ. gSYSTEM / T R yC Tyag jy,3,g N;73 g,, M, [M pit.u oEs.a TUBING INSTALLATICN 2! ?.I 76 / 6C)E -O ' O EC.ac. P Ev. au c CCC. e sEv a CnaNoE No Easwai Ca Test E w. icier.uC

  1. /S-485 s3 01-CP-11.8-5, Rev. 6/

M/4 s .n M:inSPECitCN O p=Ns;ECTICN OlNP'CCESS PRE INSTALLATICN O l3572a27:c' ETtST INSPE. TIC N VER:FICATICN INSPECT CN I 9 (NSP. RESULTS h --- - /d,.7/ -d INSPECT!ON CCMPLETED, ALL APPUCABLE ITEMS SAT SFACTORY [ W INSPECTCR DATE NSPECTICN CCMPLETED, UNSATISTACTCRY i TE.'.tS USTED SELCW [/ tc flDATE ITEM NO. INSFECTION ATTRIBUTES l Sic A-JRE 3 v2 12 " is 1. ,l VERIFY PROPER ROUTING lv/l l l 2. I VERIFY PROPER S!'OCE lM I l 3. IVERIFY PROPER AIR GAP lM l l a. l VERIFY VALVES PROPERLY MCUNTED M td> " a M,/w - 4A. I RECCRD VALVE SERI AL NUMBER 740 W3, NAA 33-/</ Neg yr.D l/ l 'l# l ///S l2*rQo JMA//-S - ?N/? W3 MAG 22-/d l 5. IVERIFYTESTCCNNECTION V l 6. lVERIFYSIPHONLOOPS/CONDENSATERESERVOIRS M'M l 7. lVERIF) FLEX CCNNECTICN (AS RE0'D BY SUPPCRT ISO.) / l 8. IVERIFY PROPER SUPPORTS (TYPE, PLACEMENT, INSTALLATION) lMVb c%)ht/h 8A. l RECORD RACX/ SUPPORT UNIOUE NUMBERS se7n sim sofo s/M lv/IV'au5 M [$,/ud-l siv r< s 2.n 2 M.s>sfo a t. ': 32rvS,5^t 73A h '1 l l 'l U l 9. l VERIFY FIRST SUPPCRT OF RCOT VALVE (AS RE0'D BY 150.) ls 1 L l 10. VERIFY PROPER SUPPORT SPAN (REF.: FSI-00069) l/vh>gg/ 14 11. VERIFY TUBE SEPARATICN/ INSTRUMENT SEPARATICN ld -#' \\ ' ' 12. iVERIFY CCLCR CODING (RECORD SEPARATION CPANNEL N[l[\\h,\\ 13. l VERIFY FITTING MAKE-UP AND PRCPER HOOKUP \\ lM 4 %\\ 14 lVERIFYINSTALLATIONTCLERANCES \\ lg 3% Mg h' f 15. lVERIFYFLEXHOSEINSTALLATIONPFRM PET RE CORDdMkD I ARMS ~ is& rpm c-i \\ l , m e m;. I INDEXED L-W"M P I, "A G\\ l x I ~ ~ ~TfJ,cr%-- \\, I. i u. s:C "\\ i DATE: 4 V 2.7/ F 3 4 J-U .. r=- r L. s. GE'.4 A P KS (CwCS, SPECS, ETCJ 7 4/cT (M Co%ns.her o,ts $54,.u+ r Ned vT,W . u.pyo &.< S ' .Z.D.#0u /7/cw /Q. dk7.1 MA'c' GMinG JD. " & /-d5'T 03 6 ?. i h sTr. SpeoncwI c}ia Gwe (cs7 6 2C1socG #5 CMcaK' mia tour? sCw 7 b f 'ZWMcmT r>7c.c,o c. p,, S t ri Alsa fa /

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FAF,TitGCO(2)AM(6)CF PAGE 1 OF 1 GANGE INDEX:OEI (- C%24ANCHE PEAK STEAM ELECaIC STATICN

II IESIGN GANGE NJIHORIZATION
III.em u (WILL) (NCCfX100X) BE INOORPORATED IN DESIGT DOCWETr DG NO. 16,614 j

1. SAFErY REEATED DOCCMENT: XX YES __NO 2. ORIGINATOR: CPPE XX ORIGINAL DESIGNER 3. DESCRIPTION: 1 2323-M1-2503-04 6 A. APPLICABLE S000/DWG/t= === 2323-M1-2503-03 REV. 6 Add detail;4K to instruments 1-FT-414, 1-FT-415, 1-FT-416, 1-FT-424, B. DEIAIIS 15T-425,1-FT-425,1-FT-434,1-FT-435,1-FT-436,1-FT-444,1-FT-445&1-FT-446. r-n i A DE Cf! ~ FUlft0U Uc t In-ENGINEERING JUSTIFICATION: Tubing has been routed t ta 01 { f ",, V ~ vent is required. FOR OFF D: AR) s MG \\il NG USMN,Lf_ aa1xao RFCEIVED mo 231993 4. S_UPPORrING DOCUMENTATION: l DOCUMENT CONTROL i h A2te 5, APPEVAL SICTATURES: JWW/BLP/bb March 11,1983 A. ORIGINATOF.: k\\, C DATE 3fg2/g q DATE8/'.M/D B. DESIGi REPRESEt IVE: / / 6. VENDOR TRANSMITIAL PICOIRED: YES NO XX 7. STAND'ARD DISTRIBUTION: ARMS (Original) (1) Admin. Rev 7-82 (1) DCA ECRM 11-80 Quality Engir.eerity TS for Orig.' Design (1) Westinghouse-Site 1) CPP I&C 2)

OVERSIZE DOCUMENT PAGE PULLED SEE APERTURE CARDS NUMBER OF PAGES: 3 ACCESSION NUMBER (G): 76dGO 20297 g/ /I 'f It s( i 1 APERTURE CARD /HARD COPY AVAILABLE FROM RECORD SERVICES BRANCH,TIDC FTS 492-8989 I 1 I _. _. _ _. -.... _. - _ ~, - -...}}

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