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{{#Wiki_filter:L . b, .3 .1, 1 4 u-t O.P.E.G. GUIDE 5.0 -PACIFIC GAS AND ELECTRIC COMPANY I BECHTEL P0h'ER CORPORATION ONSITE PROJECT ENGINEERING DIABLO CANYON ' PROJECT - / / PROCESSING REQUESTS OR INFORMATION FROM SA) SCO FOR PIPE ST S& lSUPP T GROUP \\ nm / i M DATE: 7 O PREPARED BY: y-APPROVED BY : MM DATE: S3 3 / ONSITE PROJECT ENGINEER j l i f ] f e 8708190263 870814 PDR FOIA DEVINEB4-743
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J 0.P.E.G Guide 5.0 page 1 of 1 1.0 Purpose 1.1 This procedure establishes the method of providing and controlling information requested by the Engineering Pipe Stress and Pipe Hanger groups in San Francisco. 2.0 Scope I ( 2.1 This procedure is applicable to Diablo Canyon Units One and Two. 3. 0' Responsibility i 3.1 It is the responsibility of the Onsite Engineering Supervisor to ensure compliance with this procedure. 4.0 Procedure 4.1 Written requests for information related to piping and pipe supports j will be received and logged. Such requests should include, for l example, all information required to locate the potential support point as well as the support loads and orientation. 4.2 Requests from the Pipe Stress Group regarding the feasibility of locating a pipe support in a particular location will be responded to within one working day upon receipt cf the written request. This i initial response.will be via telephone. i 4.3 Follow-up sketches of the potential support design will be forwarded to the Pipe Stress Group (for coordination with the Pipe Hanger Group) as soon as possible after the initial support location has K been verified. j l 4.3.1 Follow-up sketches should be of sufficient detail so as to 1 show all pertinent information including dimensions, adjacent anchor bolts, interfering conduit, etc. 4.4 Follow-up requests from both the Pipe Stress and Pipe Hanger Groups will be taken via telephone provided that such requests are directly j related to a written request that has already been received and i logged. 1 5.0 Documentation 5.1 A log will be maintained with all written requests (as well as follow-up, verbal requests). This lo the originator, and the date closed. g shculd show the date received, The original request will be kept on file while a copy will be routed to the Onsite Engineering Staff for resolution. 5.2 Upon resolution of the request, a final copy with all associated documentation will be attached to the "Onsite Engineering Piping and Pipe Hanger Request Sheet" and forwarded to the Pipe Stress Group. The original copy will be retained on file for future reference. j 6.0 Attachments 6.1 Onsite Engineering Piping and Pipe Support Request, (attach ment A).
ONSITE EiGI?'IERING PIPING AND PIPE SUPPORT P2 QUEST . s. F.C.T. ?2Q'D? ? ICE VID SY: DATE: FIELD FILI NO.: E0!E OFFICE ?2 QUEST NO : EQUEST: i l + l ?2 QUESTED BY: DATE: !NITIAL RESPONSE: 1 4 I ....., AL
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M SOUARE GROOVE WELOS IDENTIFIED IN UNIT di RUPTURE RESTRAINT ORAWING NUMBER - FIELD WELD NUMBERS A. Square Groove Welds identified as Made in One Inch Materiat 1. 1047-8RT-WA - #13C, #138 2. 1047-7RT and 1047-14RT - #13, #NS12, #FS12 3. 1047-6RT-WA - #6G,.#6F 4. 1031-8RT-WA - #5F, #5G, #8F, #8G 5. 1031 7RT-WA - #5F, #5G, #8F, #8G 6, 1031-6RT-WC - #NS18G, #FS18H 7. 1031-SRT-WA - #NS2G, #NS2H, #FS2G, #NS2H 8. 103011RT-WA - # 4G, #4F, #10F, d10G 9. 1030-10RT-WA - =4H, daG, =10H, 410G i 10. 1030-8RT-WA 82F, #2G, #5G, =5H 11. 1030-6RT-WC - #FS71, #dS71 B. Square Groove Welds identified as Made in Unknown Material Size 1. 21-9RR-WD and 21-10RR-WD 114, #15, #16, d17, #18, d19, 420, d21 2. 21-9RR-WC and 21-10RR-WC
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PM3 f INSTRUCTION I-29, Rev. 1 INDEXED DATE: 9-12-83 FILE NO. 146.08 PAGE 1 0F 1 TEMPORARY INSTRUCTIONS FOR REVIEW 0F WELDS ASSOCIATED WITH PIPE ATTACHMENTS ON PG&E CODE CLASS B, C, E, E', G AND @ ___k/2/ $3 M date: Prepared by: 'b'0 3 Approved by: date: hm MA [/MM date: 9-N-k3 Approved by: JAo / 7-For all welded pi)e attachments (except PG and E Code Class A) that show a penetration weld wit 1 a fillet cap, assume that there is only a fillet weld. For Diablo Unit #1, this requirement applies to Shear lugs only. If there is insufficient information to determine the size of the fillet, request information from the On-Site Engineering Group. In the case where the fillet weld is not adequate, field will UT the existing weld to determine if a penetration weld exists.
Reference:
Discrepancy Report No. 4571 (/A ON '7A0u ED / / CONTROL ~ C' los p' I /
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p jl HANGER SYMSOL Q 2, AsE4 2GW uses '2.- D 4 - - n o.p. cs \\ O ' E. - 50083E.2. (l G' -o' N4.T4 15cLAmod Eff PASS gg gg 4 SHEETfO Coot cuss -- oenes cuas I O o tv _ s' w/z-O CALLED NORTH O ,r n d b h LOCATION PLAN NO. OF ASSEMBLIES REQUIRED 80 0 REQ'O MATERIALS PER ASSEMBLY I i FEA-1 Pes. Hv=, WWS. we.e. W rT ; P = 7 ' - 4 %" cps.s 2.Weo", #PS.= t'8pio", MVMT=.4*(ezr),sinsw = 4* 1 l EXTPAsk34 PspE t 4 dJir.M.So, LJWAfH sy PiELo ( Ais.Ge. 6) (3) I
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HANCER SYMBOL gg A EA idW LfME 1-W 6- - -1 T o.#. G5 / b SQU SBE2_ 11 5'- o ' M.E. d4 15 coat 1N E7Pmas .EL LOC ON DWG 601550 f SHEET 70F7 l l TYr y 4S/DEG / =y; } Ik6 N Y4 7 8 to D i i I l i a : 1 i LI. U h l l l l \\ l N erve ryg-j gl\\ N vf N 4 mes i l .ss n.s w., a n o a m m.m m as.N I I Ws:r Ab T 4 l l Gn~+1k"nd-9_s! s,1c, v ' l e I 8 .t..._* 1 \\__ ; i l ll___. ) _ _ _ _.I l h T.. _ DC-2-E-9 /t/77 16?/0 1 E%isT. W Hir l N T. 4s:c.,71od A-A i 1 i i i t f S K .//.3.3/s5/ REV. o l osem 3 6.25.65 DM AW PMG WO D T 58 s c 5 t e a s g;M = c m:0 ' V s M J PROJECT: AM# IuwtT: 7. shes oc swts PG&ECO c A.uvad 1
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et fm.si;c f,da - Hi ere P MA .~ > "L. 2 7d' 4 -k" h .\\ " __ i NOTE : Pl ATfs TG 66 ' f'. ~* i fl'Ou 7fp FGR }C;y['/ *s ELEV LKG. S-E C D N T A C T ( s f E si \\ y..-. LJ - <czr o) s. 'T%N 'N 4~ l s h I3 SEESH423C {v 5 y4 3 Y; B .vs o./ l a 6 e 6 4 = O 4; n
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HANGER SYtGOL-1 l-es - 2 11 -to [6 s-iiis 3/ g_s AREA-LIN E AYfAL 14-o'- o', Hpg. 2 S< 4 6UPPLY toe os owo 5001% .j
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HANGER SYWa OL fg7g,\\ I~63~ N/"#0" A /~ 6 LNE AREA \\'3 W puni. ers r2. y /dO"~# LOC ON DWG 600176 EL A c5 e- - C" To C. 02.5
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(# - TYP. l gp. g ~ ~ q j l i W .3 2 Q. p q I d /3 SEE NOTE BELOW GN / M-9ggvz\\ i [.if ~TVPI C., A L. S H E.A R. L U (.2 DE: TALL NOTE: SHEAR L1)G h'EIGC SWLL GE l',50CH THAT ENT/RE TM/WNESS 0)= PLATS /5 /N CONTMT W/TN SHEAR LOCy. 1 Ifl\\ l ?/6 7 'I'2 V l I F"Wp.M V ) \\ l M i V2 V Psi,lo EX/6 E 5 =Z T l0 H '( - 1 osaw v ue o 2. ouwmo no c RM INDEXED REV. f-b"[o [ y g g.f i p 42 9 2 g 2 1 _ _; i m B m n a em m
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A) CElLCATE - 65dbJ H6H TEMPERATURE EPDW iSN B) APPL lc.ATDM St4LL DE N GTKIST~ AC(.,af PAMCE h WITH THE MANLfFACTuftERE LATEST PUBUSHED INGTRUCTIONG. C) C4OVT SHALL. t!>ii PVVP50 VHP?.R PLATE TeiRou# H A FITTING ATTACHED NEAR LONER. E.Q4!E oc Pl A' TIE. THE HOLE FOR FlTT)Q tvAY 85 UP 'ID @" Pf A METER. TW E Aitou~i +KALL 56 BXiAu pe.,p Firog Tgg To,p thus og Is Bo.TE P f*LA"iB Tv P r4V B. F ULL c6 HTM-T W H e N PL. ATE IN PLAc.4. / 'l
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~ BE MEFTAB>L.E. j Ds su V 4AF".XE DRAW **G
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HANGER SYnA8 0L /O\\ l 1 6!.27I.10 6 lll9 I~0 LNE D7Y 6 AREA 6PfeT Nr% AxiAt I40' O " NAN *6 1 # # W LOC ON DWG 6SCl'7CC EL c b k J" Y' b 6
- >.Y 8
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1-MANGER OYbas OL /jgg 4 b~llID !~ b LINE N375I ' ~ ~ ~ AREA 0 SPFEAT R'I N G AYML 14d-o" 4EAPERS 2+4 WPPLY k, m a owo Sm% ! EL 5 PR EPARATION A;7ROVAL f e ME ~T REV DESCRlFTION OF CHANGES ENGRfyg\\ g D AT F. DGGN DWN.CHKD DOS 1 A WR.oVED f"CR. C,0NSTR.UC.TIOdj g h 6% CAG Y5 2 74 } . W-U R DEL.ETEP TTEEM 4. APC)EP 17eus io, n. 2 e. 7 R 88 2 /?PPR O V E O FOR C ONS TR U C 7/GN 76L s.r> lNC ORP ORAlfD C/V/l CCMMENTS; VG Q f
- CLc, y
ye EEMOVED N0t O! ( SfC7/CN 4.p; ffV/Sf D /TfMS f,2,(6;ADDfD 8 l' TEM 13, 5H TS. 4 23 C C 4 23 D. FWl650 ~C /NC CAPotthT5 ft* T g' AfM y*pg go 6.. O i IJ' j' %IH3 No.3/7G c. ADDED I TEM S I4 L 15.( No pigw kicKK REQD) 9 4 .a k i NOTES: SHEETS ASSIGNED TO THIS H ANGER SYMBOL (TOTAL 1. SHEETS) ? 42.5 423 423 423 423 415 j ,423 A e C D E x, i s 2 l3 4 .i e v l: e se n .u lu ita .is .u u as lu t 080M V kppr k OR Ar;IH G No f o w M K 8AU T LSTA, @ 9 gy l cwo 2 w en.v.rt P R OJE CT ( UNIT: ObJEE 42Sxcw pc PG&ECO ,asue i. 3
HANGER SYMBOL geg 2F gigg 2- <.15-228-283Z. W TA PT #60 3gg4 N 14 45'E 9NUSSERN6L/ N STEAM SEN. 2-f I46 O" STE~AM OUTLET ggg EL h PREPARATION APPROVAL ISSUE
- T REV DESCRIPTION OF CHANGES DATE DSGN DWN CHKD DUS ENGA 2.
W.sfdufD /2 nit. Adv. / CowvfloN- /truance eu RLJ JA /s.-- - pb w? nseeow. wea co+1Aterm of psmw.s se25'AAprar.5 MODIFIEP ftR GTl459's ALIALWFi Mo, 4-oze-oi, R6v. O. DELETEP ITEW,
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PG N NOTES:d 2032-16L imm i NW twxWD ^s or 62-n-B2. PREUM! NARY SHEETS ASSIGNED TO THIS HANGER SYMBOL (TOTAL d SHEETS) 2 4-AA 46 4c, ty 1 2 3 4 8 ,7 0 9 10 11 ,12 13 14 16 18 17 18 to 20 DS GN R\\a)'. la l6 *83. DR AWING NO DWN RWl-l$'89 @l)) CHKD JA PROJECT: UNIT: TLJ O 2X or sHs PG&ECO ISSUE REV ) ) } MICROFILM' I
76-928 [23A 2F LINE P r/5 226-P8f HANGER SYMBOL \\, AREA _ \\e/ E L. /40 ' 0 _ N os. M S. LEAD h'- / goc,0y pys, goicgg nwme eenmintr r S'28' s p'to Py'" DES 8GN CLASS Il etAW fEl./S4'-2' CO M class ~ \\ CALLED NORTH s '5 f 28 'o.D ftPE T ceu w c co a Q 'N N-Y ~ 5A g'., \\ R~dlD AP.= G'-2 @ M' 8 ~ ) l. Gy:' lia PP = G-3 %", n 1/zi \\ \\ x/s s / sO. Z/ Q
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SNUBBER AAAdkET" NORMA' ' /Nr/OfN T.' SN. q %l1 PEL.tsqt34~ \\ pg, N g = 0.94 /. 46 " ,, l. PL M'/ VIEW : Y= /I8" ! 50 " ( (wen MS $M WITH SH4 ) '. 7: 0. / 8
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76-813 L I N E _'*'I2 8-26 A NE\\ AREA 2.F HANGER SYM B ot \\lSL/.,.,- EL. I40'- o" NOS. M.S Ze40s #/. LOC. ON DWG, Soic65 I M s i oe. coNw w we.w r ctvlL REF. DWG 5G342
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o 1 Shee: e. PACITIC CAS MD ILI"TRIC COM? AW { DIA3.0 CAh" YON hTCLEAR PokT.R FLAhi UNIT EM;CIR No. MADE Ms DATE CALC. SIQ. Ic. EEv. PROCEDURE NO: P-6, R-2 CEICr2D m: DATE DATE: 9-E-82 i FILE ND: 146.03 APPE7D Ms DATE ATTACHMENT U PAGE 1 ef 1 s l I PIPE SL'? POP.TS HAVE BEEN DESIGNED IN ACCCFJJ.NCI WITH TEE PCLI.ORIN: P.EPE?.D;CI.5 : CCDIS AND STANDARDS FOR DESIGN 1. USAS 131.2 CODE, P0kTR PIPING,1967 EDITION W/ ADDENDA l 2. USAS 331.7 CODE, NUCLEAR PCVER PIPINO,1969 DITION W/1970 ADDDQA 3. AISC MANUAk, OF STEEL CONSTRUCTION, 7th DITION i 4. DCK M-9 "CUIDELINES FOR DESIGN OF CLASS I PIPE SUPPOETS 1 i DESIGN DATA SOURCES i 1. STRESS ISOMETEIC DRAWING FOR APPLICA3LE LINE 2. TILE 33 TOR APPLICA3LE EANGER l 1 MANL 7ACT.7.IR'S CATALOCS AND STUDAES 1. C?.INFX" PIPE EANCEF.3, CATAIM F574, 7576, PE79, 7331 2. CRINNIL1, LOAD CAPACITI DATA SEEI"~4 3. CMNN."1. EM;CER STA!mAEDS 4. PACIPIC SCIENTIFIC CATALCO 5. NFS INDUSTEIES CATA1OG 1 6. E3S STANDARDS, SP-5B S?-69 ~ } } ~. 9/15/52
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