ML20205Q643
| ML20205Q643 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| 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) | |
Text
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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
- 3) F.1BhlOTE IN ACCORDANCE WITH GIEBS AND HILL SPECIFICATION MS-628. ATTACHMENTS ON ANY ONE SUPPORT. IN ADDITION MAX. LOAD UNISTRUT SHALL CONFORM TO UNISTRUT GENERAL ENGINEERING FOR EACH SUFFORT IS GIVE N THE MAX NUMRER OF CATALeg TUeES ALLOWED IS BASED ON 50LBS./ TUBE AxlAL AtID 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 .,
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aa ,'-,.. GENERAL NOTES
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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
^ ' ' "
SU5fCRTS UP TO 12" SHCWri CN PAGE TCG SHALL EE USED AND THE SUFFORT IS
+ 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 C) THfEADS: FCA REQUIRED 3-D RESTRAINIS CN UNrSTRUT TYPE SU?FCRTS, 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
- 12) EXCEPT AS NOTED ALL P.LTl KWIK ECiTS SHALL__6E INSTALLED THE SLHORT STRUCTtM l$ f>OT CRITICAL ANO FCTATON AS NECESSARY 15 ACCEPTAEtE.
ACCCEAr/E WITH "-!!95-CEI-2O_f*D R E A L ARGE R SIZE 52)D LT 15 USEDTE HOLEi!ZTSiiOULO BE RESIZED AC CORDINGLY(NOMINALLY MTM G MAY EE REP y ACED AS NECESS,AR% Dlf TOSTEEL EtEEDXD @
!/
- L AP SER THAN EOLT SIZE FO.R BASE PL ATES AND UNISTRU T.) FLATE, BY}{3 RLLET WELDS 2 LONG CN BOTH SOEE CF g
- 13) EU; FORTS $ HALL EE IN ACCORDANCE W TH 2 32 3-MS-525 /h O(ANNEL. FCR TOLERANCES, CENTER O WELD SHCLLD I4) FOR FLCOR INSTALL ATIONS THE HILTI EOLT EuSEDMENT DEPTHS She COPE 5fCtO TO HILTI ECLT Ft. ACEMEN T SHCV/N (SEE FSFOCC65).
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 '
'P TAELE AND DO NOT CCMFRCMiSE THE INTECF<lTY CF TvE SifEOPT ,l L TESJDE TAIL'G~ FSI-OOO85)THE WELDS SPECirlED SE TWEEN 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
;g
., n.c s THEiN TUEE STEEL ANO IN NO CAEE WILL Uv5TRUT; -- _ ~_ THERE EE v UNUSED 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 e. .n ew.mim o g ;y_;9 l
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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.
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P -1064 (SEE tJOTE 3) F-1348
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_ 1/2' 4 ecLTs .^ - 3 CUTRIGGER - (T YP) . (5 FEQ'D) u j ^ 'p, 4,,UNISTRUT .HEACER7 l _ _.-_.----_ - y. 7 CETAIL i - c t f ** " Q. 1 TYP
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SECTICM 'A- A' -
- - 2<r M.4 x. - EMAx. i Y^ -
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- 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
* [ ]' \ TO BE SAME TYFE MATERIAL.
4.V2* i rl'
- 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 2 v- y, _m a <- " " "*
-,',"e, DETAIL-l
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O "A 9 t.b CC r. Bet? ft CG( IS S . FOR. h'J t. Jov..a
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7,,[,i,,, ** = = **= 2323-I-001-DOI 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. ,
> q , -_ p. c 0 NUT AND 1/2 D UNISTRUT 3) CANTILEVER TO BE FLACED AS TJECESSARY EETWEEN C / y EE (TYP) DET. 1 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 bg _ _ _- _ / _ "Ja T--~-- / TUEE BRACKET \ 5) [ALLOWEO FITTINGS.EEE TO5 ALTER t 3/5" TUE E P- 2CIC --
- 'I -
I /2" TUEE F-2Cl2 '"'""c
- + + - - - - - - ~-- 6I X 'O 24*
e u,NMAX l .gf - A. ,=c - (TYP] f p, 3
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i P-iCCo TYPE-2 i M F OR TA"T
, WORK THIS DWG.WITH "UN tST RU T GFNERM ENGINEFRING CATALCG r6 9"
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."I ~ SUPDORTS HAVE BEEN INDivlDUALLY ANALYZED AND APPROVED ON THE 3.E" O HILTI KWIK BCLT FOLLOWING CMC'S.
,/ TAG NO CMC TAG NO. CMC
/ l F T - 132 47645PO o FFT 2457 ] W 21 2 x - F is-4614 57493 RO l-F i-24578) l' wnA R2MS-46d8
# l$l_'YM 7MD5 X FIS-46lC _f 2 703 RO.
l-F T - S 22 4 - F T- 142 ] k 1His sUcFCAT Cf9CNED FOR MTG TO: 1 . T - iC24; D(f(1sRQj 3C W RCf/ l <,- :ere -w TUEING SUFFCRT SYSTEM FCR g .i . << & str A-' cx viszz SUSFENDED RUNS ' ej'?J jan u, na A cu m n moreo T Y PE- 2 CEILING S w~ %' -lu a cc av ra oc e wono l g g ,p .: JM r, u. Ie Wa r . :l as e a s en a - N .T. S. I ~ '" ~~ 7 y [,,, l ll _ _,
- t - - t - i; .: I are.ov 3
...... ... 22 23 -I- CCI - T02 l
l
l NOTES CONT.
--> 7) MAX. LOADS FOR THIS
^ = *LI = SUFTGT. P 4SO" S400" t) TUBiro MUST EE ATTACtED TO UNISTRUT AT A forJT N A 400 OETWEEN TtE TWO OJTER HLTI EOLTS.
f \ 2.) ATTACHMENT HARLWRE MAY VARY AS RE FOR 7 I %\ { l 2 OR 3D RESTRAf 4TS. SEE GENERAL POTE
- 3) LOAD DOES POT PEQ3SARILY HAVE TO DE DISTANT I bg g __.
[ IUBING (SEE BRACKET PJOTE 21
\
T 4.) TO THE M m TS. TYPE 3 TO BE USED WITH C2)TWO TUBES MAXNLP.4. I
,_! __ y l ,-', y- h<;
P-2010 P-2012 32 ' 1U8tNG I/2' IUBING TYF'E 3 ALTERNATE TO DE USED V4TH {4)FOUR TUBES MAXIMUM ( 3/8* ORI /2* ), g
- 5) TABLE I APFtlES TO ALL AREAS. r4 TIE SAFEGUMOS l g EULDtG ore CF THE TUBirE ATTACHAENTS MUST BE A
- l 3D TO USE TABLE I. TABLE 2 APPUES TO SAFEGUARDS l l BUILDir6 WEEft PO 3D SUPPORT IS INSTALLED ON g .
1 EITIER SOE OF TFE COrCErJTRATED LOAD.
- 6) REFERENCE TABLE 2, LOAD > h1 LB. ,4{3" TUetNG. THE 8*'
N/ MAX. DIMENSION MAY BE RELAXED TO KT IF ONE OF THE A CONCEt4TRATED LCAD (VALVE ETC.) b SUFTORTS IS LOCATED WITHIN 2* OF THE FACE OF THE WITH WEIGHT OF LOAD RANGING FRCM .5 TO 3.5 LOS ,__ VALVE. tITI$'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. 6'- 36"
\. ,%1/ P O64 I/2*
4tf 16" I2' 6' 6* 36' 30" 6' 6' 1/2" 3/8' 11' 8* 6' 30' 6' 6'
, _ _ p __ __ _ p _ _ _. _ .
( [, SEE NOTE I
-I , P-5000 NISTRUT. --T-O M M
* -[ [ P-5500, P4100 ~~---l-----"t'-~~~~t-"--"I"~"---
[yg q)HitTI rMiN s Max. , , eOLis tg- 4. Min. {3/5* $ "HfLTI BOLTS
' 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'
]* $.
7//%Q'[T'f,@hh INSTALL ATION WITH CONCENTRATED WEIGHT T YPE -3 GEV M mro sA=s c;*erzin s ';l! se us @ u o$t
' S'# " * **' " * * " " " " "
FLOOR
- ~'- .. ~ . ... 2323 + wi-TO3
. CELLING C' *::' - - - '." .5. . .
?llis &
a 4PpE , NOTES 2)USE i)ron ALTERNATE GENERALA IfiOTES SEE OWGS GNOi,Gt402[ Dy0[Q e, Ch"UC(13IEN 4/J p, DETAll TO SUPPORT TUB NECESSARY.THE UNISTRUT BRACKET (Pl496 Pl499 OR Pl750) k A MUST MEET THE REO.0F GNO3 AND GNO3d. CIfd gJJFi - P 3 3/B, SUPPORTS TO ACCOMODATE A MAXIMUM OF TWO 8g ,11,T_Q8ES OELETjED_OR TWO (2) I/2' TUBES. 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 i d
*Mh 3/3' T UBE P -2OIO 36 MAX i%~ l /2" TUBE P-2Ol2 INOtVIOUAL CASES APPROVED ON THE ht 4* C " MIN.2 ., FOLLOWING CMC'SW #
! . TAG T40 CMC TAG NO CMC l g .___._________________________. __ -.__-- II-FT-159 FT-ISS3] 57463 R2 I-LT-549 1 66626 ROI _; . N <[ 1-FT-2184 3 96153 R O I i FIX2 V2'00LT & NUT I FT-157 } 57463 RO l-PI -2325A 96185 R I 2X2X V4'SO. STRUCTUR AL ASW A-N7 [ 1-FT-lGI J 2 FT-2454A 72657 R I S M l".1 STEEL TUBE i F T-415 62521RO l-F T-2462B I l l i.pr.455 'l l-FT-246CA) 72773R 2 1 PT-455Fu l- P T-4 252 42435GO y b. I LT-459 i 7293 N 1-P T- 4253 4 7647RO I-LT-459FJ 72679RO T111S D OCU MENrf i. tT-460 625i4 RO 62545R t i1-PI-ei-4254] 4255 72c79ro
~
5)/I6DRllL rAFFECTED. BY i-tT-Soa 72165RO i- tT- 4500 42420RO I-FT-522 p l-FT-4537Al 47643 RO l-F T-5231 6673ORI l-Fl5-4537BI
/ DESIGN CI x
-HA h' t '5 P-1499, OR P l750.
P-1498 l-FT-532 I-F T-533 J J66744 R5 STAND NO ) I
'6 V .
S-2453 72849 RO ) l - g l-FT-542) I-LT-5 54 72931RO 0-- 6 {
' ! eCENTER ON PLATE -
6* ' r~ p - - - - - - - - ' - m' N V2' STEEL PLATE ______ __ g . MIN (TYPJ M8X 3 T &307 N0p- ,
' I A-l ' ALL THREADEL ALTERNATE SEC TION
- A- A' (SEE NOTE 2 ) _HOO m vs = W & d' "' N TUBING SUPPORT SYSTEN FOR THis SUFPORT OLSi6NED FOR MIG. 10: 3 '/r toe W<
SUPENDED RUNS g e w etu r,yc p et ra rev. 45 woreo TN'P 4 86 V,de^9 3
% /d NC #JA REV PER CMC AS NOTED
- 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 .
-UNJSTRU T P-1499, P-1750 OR P-1498 NOTES
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,r ,
l) FCR GENERAL NOTES SEE GN SEFES DRAWNGS. 3,gHEX HEAD CAP (CREW _ k - 2) TUBES TO BE RUN BETWEEN HLTI BCLTS CNLY. (DETAll A) { - - - - 7',; - ] - ] ,
' 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" T P-Sf00 4 4 300~ 250* 250" 2 4 '_
-f2) -3/8' $ HILTI BOLTS
! W/2 1/2* EMBEDMENT I INDIVIDUAL CASES APPROVED
- 1. NOTES (CONT) 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 l g OF(2) 3/d T UBES OR (2) f/2" T UBES. j g DETAll A (SEE TABLE 1) INTERFACE TUBING THE t)NISTRUT BRACKET P 1499 P I498 CR j A (TYPE- 5 ) Pl750 CAN BE ORIENTATED AND MOUNTED 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 T L R
O A 9 , F F W . O S - SI - H .
, . e' ?! l j i T
_3
. _ . . - _=__-_ _- - _ _ _ - _ _ _ - . . . _ . _ . - _ - . -. . .
i jnt4TE CLAMPS.2DJfL3D TO BE APPLIED TO d'FCUR(4))/2" TUBES OR%OUR (4 8* TUBES. ACCEP BLE IF NIPPLE " 3 p (SliJGLE TUBE RUNSI 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 -
h h _~." p" , AS T M A-307 ( l- REQ' D ) -
,_%. (SEE NOTE 2) ,
[ i l 5/8 MIN ' 3 - 3/4* MIN ' 3/8 X3 Il2'HILTI KWIK BQL_T I* MAX 4 - 1/2' MAX (2-REQ'O ) (TYP) i NOTES. . SECTION A-A j
/ ( N.T.S. ) l} FW GENERAL NOTES SEE GN l
./ 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 , THIS SUFFCRT CESIGNED FOR MTG. To: SINGLE OR DOUBLE TUBE SUPPORT l;
' '" " ' ' "' " " *- 3""""
WAU.
- f */2 dat ca JFli k'i coc REv As uorED TYPE-7 FLOOR . v - c* 2ni A cx au. ~ -r.o
*^"~"'
CELLING + 'J ** '40 "- # " ^ " " "
= r . ,*' __
i I -
- ;= i i - t-i --
- 2323 2323+ 00i-TO7 9
l l l l- 3 a n NOTES: - 13 / 3 2" - I
"" I L' 7 / t '_ I. --- I) FCR GENEFdL NCIES SEE G4 SER:ES CFAwW GS .
(TYF) e i h' 'it' O TUBING O.D J. C. WHITE CO. 2) HILTI BOLT MINIMUM EMEEDMENT FOP J.C. WHITE l 'I _,_1/2*c- qTRANT _ I N. C AT Nt CL AMF SHALL BE l - 5 /16". 15/3 2" - 20 3/5" NC 2-375-2D I 3 THIS G ALSO USEABLE FOR TUEE ATTACHMENT l 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.
g 9/32*DIA N 4 ThE S b EX
- 4) STAUF F COPP OR JC. WHITE CHAMFERRED TYPE 2DI b
/ -
CL AMP MAY BE SUBSTITUTED FOR ECU: VALENT SIZE g_ L jl!4"It/2 2D TUBING CL AMR STAUFF CCRP TYPE 3D CL AMP I MAY BE SUBSTITUTED FOR J.C. WHITE 3D CLAMR
/ I TYPE-8 5) max LOAoS FOR THis sAirv0RT 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 _6CR _ TWO(2) ( A 7) WHERE TUEING RUN HAS NC SLOFE THE J C WHITE MM EE USED FOR TUEING SUFFC ATS CN FLOOR i At4D CEitltJGS FROVIDED THAT ALL OTHER PPC,VISCM i ,' OF THIS CRAWING ARE MET. _ u s f l/4* X 3' LT K BOLT (VIN) --
,gggiDUEL C l- l ) :OVEC CN THE
/ W mmeo FSLLOWING CvC'S:
c ' [' TAG NG. CMC
, 9 242 R.O This 5:.;;GT C 5IGNED F0h MTG. TO:
lo- , SINGLE AND DCUBLE TUEE Su; FORTS g ,a 7I"-/-t %IN. *L (y* M v FrR cmc 35 Mcito I#' M M " ^ " ' FLC"Rv (HVAC CPU) '[c T YPE- 8 sw w. 4 lP v {ruc s
.NI a
U ry c. au .c noreo a o, an a uc - ese 4 as e ro * * * * - N .T. S .
'~'~ ~~*
",," Tl,[ f e-.. ,
~
e.. wee ro. 22 2 3-I- CCl -IC b e
I 1/4* NUT 1/4" NELSON STUD (ASTM A 108) (ASTM A-307)
* -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 TO ACCOMMODATE HOLE FILLET WEL(3/W)D. 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 c 1. t . f- THIS SUPPCRT DES 6NEJ FOR M TG. TO l T
'v . .:x, .,
- > WALLS 1
l ris
... M v/ .
[pf 9 MIN fb ,.
. CEILING g M, I MIN.(TYE) 1
; 16 == .'
; ; FLCOR
# I ' 9 FIELD DRILL
; I f0b 2 2 l /'
l C N - - - l,3h2-5
/
, A I I
~'I A 3/ h/2-5 I I Y 4 I
g i i
; g ,
+
i<
%- l FOR ALTERN ATE CETAll SEE '
2323 i 001-T098 j NOTES CCNT l l . -
- e- lNNel -
" i 1 l ex y
, 10) MAX SL'FFORT LCAD- 1 I iny .
gSEE NOTE 5 g , j P- 150 ~ S = 150* A t!50" lN /
'4 f I g g SECTIC# 'A- A' I I I I SEISMIC SUFF0F.TS AND
) GROUT - WEEP HCLE' h~ 4[' HA E
~
,-[ TER l AS REC'Q T f ,
[SLOTHOLETOEDGE i$L((A[t(y gy D Q"D
/ l = p \ EE 23 3 CC fo9A FOR APPIJCAELE CMC.
I I BILL OF MATERIAL l NOTES- 4 HILTI KWIK BOLT S 3'2 EMBEDMENT MIN .
. ~ ,. n. n_ = _
i
! ljTQTQliTJMT t FITTINGS M;(NOT_ EXCECD IQ LjL
- 7) SEE T-04 ALTEENATE FCR ADDITIONAL 1 1 CAP FLAlE 4x4/3/5' A-36 d VcnALL SUPPORT HEIGHT MAY EE FECUCED AS REQUiGED TO FAOL- ALLOWED FITTINGS. 2 I UNISTRUT PICGC/F65CC l
! N WAL l %.EtiNG ITATE INSTA.LATCT4.WHEN IT MAY EE AEDUCEO wtTHOUT A 709 SLFFCRT REFLACINGISMOUNTEgLATE.L CA OR
)WFTCRT TO ACOctacCATE A MAX.OF THREE FLAIN) TU5E SUPfCR T 3)FABF4CATE IN ACCORCANCE #1TH G&H SPECIFICAI!CtJ MS-62EIm,(3) /8'TUEES OR THREE (3) iV2 TUSES.'
4
'51 4x4x3/3~ TL6UL).et STL. AKC B ,
i ALL DATE IALS ARE NUCLEAR SAFETY RELATED. (CATEGORY 1) 9)UNISTRUT LEf1GTH MAY BE REDUCED OR iU_.hTL F. Icx i3/ N lA-36{ t i CD'E ST2MP UraCUE NO. IN10 EASE PLATE SUCH THAT IT WILL SECTIONED WITHIN WEIGHT LIMITATION. j ~ 5E LECiBLE AFTER FAfNTiNG N C4'i ' TUEING SUFFCHT SYSTEM FCA SIWELD ALL APOUND EXCEPT AT - 6
'r;
'WN '
e< n, pd I14
%t luc N
wnace se4 w
' N 'N " SUSPENDED RUNS TYPE-9 WEEP HOLE.
l G FCR GENERAL NOTfES,SEE Did5 [ M$ ) .k $, ),b [ [ (( ~ - N. T S. aei , Ge2(cnojg m, _ i _ ,_ ,._yg,N
, , , ,,,,,, ,,, ,,,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: TAG fk). CMC TAG NO. CflC IAC NO. CMC 66553 R.2 1-LT-554 66641 R.0 1-PI-2487 96209 R.0 C13C07401 57502 R.0 96200 R.0 1-PT-4252 42435 R.0 Diesel Generator Interface Tubing. 1-IT-2140 96237 R.1, 1-PT-4253 42435 R.0 57488 R.0 1-PT-2141 96237 R.1 1-FIS-4607 57410 R.0 1-FI-156 57509 R.1 1-PT-2325 73056 ,R.1 2-PT-514 72924 R.0 57509 R.1 1-PI-2327A 96186 R.0 2-PT-534 72925 R.2 1-II-160 57488 R.0 1-PT-2454 96208 R.0 - 2-PT-2325 72924 R.0 l 47626 R.0 1-PT-2455, 72674 R.1 2-PT-2327 72925 R.2 1-FIS-163 57509 R.1 1-fT-2456 72676 R.1 2-fT-2463A 73016 R.1 1-FIS-164 62540 R.1 1-FI-2456B 72676 R.1 72890 R.2 1-FT-414 66553 R 2 72898 R.0 2-FT-24638 73017 R.1 1-F1-2458B 96210"R.1 72963 R.1 1-II-415 66553 R.2 66553 R.2 1-fT-2463A 72712 R.4 2-IT-2464A 73009 R.1 1-F1-416 62540 R.1 96154 R.0 72890 R.2 . l 1-FT-426 62540 R.1 1-FT-24638 72851 R.1 2-fT-2464B 72963 R.1 1-fT-434 62540 R.1 72662 R.3 - 73008 R.1 1-FT-436 62540 R.1 1-FT-2464A 72712 R.4 2-fT-2465B 73004 R.1 l 1-FT-446 73094 R.0 96171 R.0 72890 R 2 1 1-PT-457 73094 R.0 96154 R.0 2-FI-2466A 72963 R.1 1-LT-461 73094 R.0 1-fT-2465A 72712 R.4 2-FIS 4607 73137 R.0 1-1.T-462 73056 R.1 1-IT-24658 72712 R.4 2-IT-6708 72682 R.0 I 1-PT-514' ' 73056 R.1 96154 R.0 2-fT-6709 96204 R.0 k 1-FI-514F . 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
\ -
~
y #r 5 2. . / t 5.--: I f $4 m:. % f)t 1 -
-""--'a' *;::
. . . . . . . . . 2323-I-001-T09A l ~ ~ ,,,, , _ ......u.
g S L9 L LO B B .E I O e BT - DIO MSDI G YWLL e T R - NO DS W A I-O F ei I S32 ETL LHD M 4 E3 T2 W E l E 3 O
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'P rA SUPPORT 5 HAVE DEEtt trolv0UALI Y Af1ALYZED ARID
,[ AFPROVED Or4 THE IOLLOWitiG CMC'S S Tt.G NO. CtAC ,
DETAIL ,A, l'- 4 3/4 , I I. PPI-2406 T-24 } 574 45 R.O h. I 4 12
/
[8f 22-5 -S_ .
'/6 t vcN T HOLE g r y_ g44 7334g n o s LNiSTHUT E . _ . _ _ _ __ / -
3 P- 8000 4 x4 x3,'g* STRUCTURAL l
,/
I,l
/ TU6ULAR STEEL (TYPJ g I/2 10' g*J
? / k-EN9 Off's -- P-lOOO (TYP) -~* 'l*
LM8ICA-Tih t 171 [25 xl4X '2 s ~ .2x4x,tg li . ' 6-8' MAX. ~ l i *
.*. i'A-(T YP) ,
cyc.,343 l (
,. A)..6g/ga l f 2-5 i,i
; l
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m in ' "a's & p.3,
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l
, 7- ,,
SLOT HOLE TO ECGE - I ,_6" ,,,_6_ ,, N_g. FIELD DRILL 3 , ; (G HOLES) t Il b. fr,,hd f> v(TYR(SEE NOTE 4)
*JE g'4.1hif h ,
,n .
GRCUT f.--'; j. . .f. .m , d , '\ A. .
,.j SECTION A-A AS REQ'D T< *\
qW HILTl BOLTS (G-REQ'Q) v2't(3g k "Miri. EMBEDMErJT) p NOTES: 4 ELEVATION 1.) SUPPORT DESGNED TO CARRY TMOCDh* TUBES6.) SEE T-04 FOR ATTACHMENT FITTitiGS. OR TwOCd/2 TUBES ATTACHED AT ANY POINT : r 3y*t----_ 8 oN STRUcruRE. .
, , , J NN
~
- 2) TUCES MAY BE AJN PARALLEL TO HORIZ. MEMBER- 7) MAX. SUPPORT LM
/. TYP 3) UNISTRUT MAY BE WELDED TO EITHER SOE OR p,125" S a l25" A*l25" 4 \ kfbe Il
/
NTYP. TOP OF HORf20NTAL MEMBER.
'TYP. 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 IHIS SUFPCRT DESiC+ED FOR MTG. TO: 3 W o< W < /k w *U (EV JS A/orEO qv reacuc..n%in nortO.
SUSPErOED PUNS z *jf tru esc sn /L csc 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 2 ;- ; ., ,,,
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- w b'H;LTl ECtTS WITH 2'[ - , 31 b,HitTl 2 EOLTS WiTH ,, 4'M-IO54 Mt M .M D/.EECfENi #' 2 g !. m U 1 EveEDMNT" 1 e ' .Y j'3 ,
l ) (2 REC.C)
'- -*b, (2 R;O.D) .
i > SECTCt[l B-B Y SECTION A-A i 3
}* y-P-C64 (3 Ff0D) !
- t;. 4'; SLEEVE l 4't ELEEVE l 4 I -(* C
%,4 DRt LED HOLE (2 REO.D) ,
y
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cc cc ce L SECTION C-C g\ t t 2'x 2'xh'i \ / j ihe"CrYR) ~ ~ " ~ ~ ~ ~ F~
; ~~~J-----
7 , _ . _ _ =-- P IOOtC ("C ""**
\ ,/ N m ' i f y i
> I I s- l 3- !l i. e s- i i I. l. 2 -' t, (SEE NOTE A (.SEE ROTE N. (MIN) -) 4 l (SEE NCTE Y (SEE ROTE }
- 3) 3) {(MIN) (MIN) l
- 3) 3)
} ~(MIN)
+
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: 1 0 FCR Ef'EFAL NOTES SEE GN SERES ORAWINGS. TAG NO. CMC 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 t' No '"^'-t*>
Ri TvFE T- is i wp(( $ sh44 st 'H , .%d #C /AT MV AS 40TP o
# *** ^ ' ' "'"#
** - N~'~4~~ l
- CEILING f'
ROCR %-* 'I - <-..
~ l *- I - - ' - I k 8 " ' ~*t - ' - . . . . . , . . . F223-1-CO-T13
- ..... 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 Q, PLATE * (4)3/B*o H;LII WIDi I ONE 1)'/2' TUDE. (2D OR 3D) 2 /2'NIN. EMBEDMENT 24' MAX. s 3) DELETED. R.3/B'X 8'X B' TS 2"G'Xt jg h 4) DELETED. . . l -g~ 5) DELETED. O 18' N A X. m I,
- 6) FIATE SIZE (8~x 8")MAY BE REDUCED AS DICTATED f-- , ,
lj2
! /2 / ']l ' BY FIT UP REQUIREMENTS IN ACCORDANCE WITH .
TOLERANCE ON' HOLES IN PLATE. g F L._._.__._ _ /_ f 7) TUBING NIPPLE REQUIRED FOR SINGLE TUEE v ^*
/
/ 7 l'/ 2*M3N >p y y
/ ,
APPLICATION FOR ALL 3D _ J.C. WHITE (STAUFF) CLAMPS. 8)THE MAXIMUM LEVEL C&D LOADS THIS TY PICAL
# # N h I 3 * ), ,
WILL SUPPORT ARE: Pg =75 Pa= 75 P, = 75 (E . EDGE OF CONCRETE . 17 '
;/4 [. ' ' ' '
-) <-- SUPPORTS HAVE BEEN INDIVIDUALLY B , ANALYZED AND APPROVED ON THE FOLLOWING CMC'S:
~
TAG NO. CMC y5 2 X I2'X /fj
- I-FT-436,435, & 434 62549,R.O l
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A 3 W /e't HiLTi I BOLr *
/, A 3) THE MAXIMUM LEVEL C B D LOADS Tills TYPICAL WILL SUPPORT ARE:
WITH 2 /2" MIN, EMBEDMENT 0 0- -- Pg = LOO M Po =lOOtt Ps = LOO tt J. C. WHIT E CLAMPS 4) ADDITIONAL TUBES CONSIDERED cc ON A CASE BASIS BY CMC.
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ADDITIONAL ALLOWED FITTINGS. EDGE OF / 6) SUPPORTS MAY BE ATTACHED AT (DNCRETE
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- 2. THE M AX. LEVEL C & D LOADS THiS BUT MUST BE WELDED AS SHOWN.
- - - - - - - - - T YPICAL WILL SUPPORT ARE P :100 Pf LOO Pc!CO _ y
, g WE LDS MM BE ON ANY TWO Si['ES. di JC WHITt I 4 (N THOSE C ASES ~WHERE THE COfiFIG-tif ; UR ATION OF THE JOINT EE TWEEN THE I
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- 4. ?
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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.
M w TUBING SUPPORT SYSTEM FOR
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FIGURE I. Page 1 of 1 file, arms hah,tugco m(. COMANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION ARMS ~v INDEXED PRE)( (WILL NOT) BE INCORPORATED AUTHORDMIONNO. 6905 IN DESIGN DOCUMENTS SAFETY RELATED DOCUMENT XX YES NO
,s ORIGINATOR: CPPE XX ORIGINAL DESIGNER
- 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
- 2. SUPPORTING DOCUMENTATION
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- 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: - -
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- 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 B. DEIAIIS Add detail;4K to instruments 1-FT-414, 1-FT-415, 1-FT-416, 1-FT-424,
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- 4. S_UPPORrING DOCUMENTATION:
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- 6. VENDOR TRANSMITIAL PICOIRED: YES NO XX
- 7. STAND'ARD DISTRIBUTION:
ARMS (Original) (1) DCA ECRM 11-80 Quality Engir.eerity ' (1) Admin. Rev 7-82 , 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 l l l I - _ - - _ . _ . _ _ . - . . . . _ . - _ ~ , - . . . . - - - - - . . - - - - - - - . - . - . . . - . . - - , _ _ _ . - . - , . . - - - . . .}}