ML20199A694

Rev 0 to Procedure CP-EI-4.0-30, Review of Pipe Support Required Prior to Sys Operation

ML20199A694
Person / Time
Site:	Comanche Peak, 05000000
Issue date:	06/04/1982
From:	TEXAS UTILITIES SERVICES, INC.
To:
Shared Package
ML17192A346	List: IA-85-313, Partially Withheld Transcript of Technical Review Team 840919 Interview W/Unidentified Person in Eagle Mountain,Tx Re Welding Activities ML17192A345 ML20199A477 ML20199A484 ML20199A490 ML20199A497 ML20199A503 ML20199A510 ML20199A517 ML20199A525 ML20199A531 ML20199A536 ML20199A543 ML20199A546 ML20199A553 ML20199A559 ML20199A564 ML20199A570 ML20199A575 ML20199A581 ML20199A586 ML20199A592 ML20199A599 ML20199A605 ML20199A613 ML20199A618 ML20199A624 ML20199A628 ML20199A633 ML20199A639 ML20199A645 ML20199A650 ML20199A657 ML20199A661 ML20199A667 ML20199A670 ML20199A678 ML20199A682 ML20199A688 ML20199A694 ML20199A705 ML20199A709 ML20199A715
References
FOIA-85-313, FOIA-85-59, FOIA-86-A-20 CP-EI-4.0-30, NUDOCS 8606120604
Download: ML20199A694 (32)

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~ i 'IEXAS UTILITIES SERVICES INC. INSTRUCTICN REVISICN ISSUE PAGE DATE CINITOLLED CPr m.U f 06q CP-EI-4.0-30 0 1 of 4 RENIDi T PIPE SUPPTP REQUIRED PREPARED BY PRICR TO SYSTEM @ ERATICH e // 1.0 REFERDCES 1-A CP-EP-4.0 Design Control M b9Du CU LL D 2.0 GENERAL 2.1 WRPOSE Tb establishythod_ Lor evaluating piping s2pport systems required f;; ~ u e r the p is o of --.1 Ref 1-A to prevent piping systan ove uring systems opera-l tion. U.~ 2'. P.': 3 I 2.2 i A SCOPE C; / ~ '1 '~ mis instruction shal ems that have ino:mplete per-manent dead weight supports. 2.3 RESPONSIB The CP ical and Pipe Support Engineers are responsible for prov ical directicn and administrative guidance to their res ve organizations. m e Technical Services Supervisor has been delegated the responsibility for the general inplementation of this instruction within Mechanical Engineering Technical Services (TS) organization. It shall be the responsibility of the CP Project Pipe Support Ehgimer to evaluate the adequacy of temporary supports. Where specific individuals are designated by title in this instruction it shall be understood that designees may be delegated to act in that capacity. 7.0 IMm>CTICNS 3.1 TEST SCHEDUIE System t:oundaries will be defined by Completions. htere there are deviations fran the schedule, Start a}# ify TS in writing at least 3 weks prior ofF4nfen} form t %, ts. rL w 9 w 8sosO< y<sQ GARDE 86-A-20 PDR /77j g 7rs

'IEXAS UfILITIES SERVICES INC. INSTRUCTICN REVISICN ISSUE PA3E i DATE l CP-EI-4. 0-30 0 4 g,g 2 of 4 3.2 TECHNICAL SERVICES REVIEW A review will be performed using "as-built" information to identify permanent supports whid are installed and tenporary supports which are required. If "as built" information is rot available, 'Is shall initiate a walk down by @ personnel to verify support installation. Walk-down packages will be prepared by TS trafting as required. TS will transmit (per Attachment 1) to Pipe Opport Engineering (PSE) a list of tenporary suppats required to allcw system operation to g uceed. 'Ihe list will include informaticri sud as line number, support nunber and dead weight and thermal loading conditions. toads whid are not shown on the support drawing shall be obtained fran the appropiate analysis organization by TS. 3.3 PSE REVII!N Upon receipt, PSE will assure that tenport.ry supports are Mequate for the specified loads, and initiate ard monitor installation activities of tenporary supports. Upon aangletion of tenporary support installation, PSE will notify a n.vriate organizations per Atta& ment 2, that supports a i "as-installed" are miequate to rvceed with system cperation testing. 3.4 EXCEPTICNi !ksutbers will not be installed for initial system cperation. All spacers shall remain in place, unless testing is conducted at elevated tenperatures, to maintain C-C dimensions between brackets and clanps. 3.5 DOCUMENTATICN A documentation package will be maintained in PSE containing calcula-tions, sketches, transnittals, etc., generated during the activities described herein. / k U, [ a.; -.pyn.j,,,, \\ .[,,,,. ' !.,g.' .. L \\ cyp'J , 3,__.. a

[ TEXAS UFILITIES SERVICES INC. INSTRUCTICN REVISI N ISSUE PAGE DATE CP-EI-4.0-30 0 4 q.gy 3 of 4 ATTAODGINF 1 CPP- 'Ib: J.C. Finneran Glen Ibse, Texas

Subject:

CCMANCHE PEAK STEAM ELECTRIC STATIN SYSTDI GERATICN PE: (1) CP-EI-4.0-30 (TYPICAL) In accordana with Referena (1), Technical Services is providing the below listing of Wmy supports, diich need to be installed to ensure piping lines are adequately supported for system operaticn. LI!E NUisER suawuur! USER IDADS (DW + 'Di.) REMARKS H.A. Harrison Technical Service Supervisor HAH HRD DMH ery cc M.R. McDay J.R. Johnson . *1 s' ,f ' ' %* (... e' 'l.., -l,

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~ j 1EXAS UTILITIES SERVICES INC. INSTRUCTICN REVISICN ISSUE PAGE DATE CP-EI-4.0_-30 O QN2' 4 Of 4 ATDCIMENT 2..- CPPA-To: R.E. Cany Glen Rose, Texas

Subject:

03thNCHE PEAK STEAM ELECTRIC STATICN SYSTEM CPERATICN RE: (1) CP-EI-4.0-30 (TYPICAL) Pipe Support Engineering has performed an evaluation per reference 1 of the supports installed in sub systen number en to assure the adequacy of supports, including tenporary supports, for tra safe operatim of the systant. Provided none of these tenporary supports have been removed and all adjustable supports have been 1xoperly set, the support system is ac e *1= "as-installed". J.C. Finneran Project Pipe Support Engineering JCFiery cc: M.R. It:Say R.G. Tolson H.A. Harrison l l ( g '[-[. N N' y @ ' .-n gi 9ry;Qf+.{. y(.;.,:. w. o' I \\ \\s' l ,--, ~ ~.. ,-----n,--. -n-n-, ,--,--,,,-,",,_,,,,,---m ,,c,,,,_n ,_m,,,, ,,,,___,,,,,_,--,,,----,n,,- ,,,-v--

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./223 x /g v+6s- /-A 8 ~- o / '~~~~-~)" " SJ =w - CMEs . ATTACHMENT 10 00CUMENTATION CHEC.< LIST PACKAGE MARK NO. //ff' /'88 - 66 / NUM9ER OF PAGES TYDE OF COCUMENT .// 1. '/M Manufacturing Record Sheet (MRS) 2. / Wald Data Card (WCC) Weld No(s). ['M '[ 3. / Weld Filler MateHal Log (WFML) 4 9A Material Identification Log (MIL) 5. A Non-Destructive Examination Repor. (NCER) 6. 3 Inspection Report (IR) 7. NA Nonconfonnance Repcrt (NCR) 8. NA Vendor Documentation 9. 4 Repair Process Sheet (RPS) Weld No(s). k 10. NA Operation Traveler (OT) 11. va Orawing (Including CMC) 12. NA Material Requisitio (. b 7 be Jelc h) h

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13. 8 Miscellaneous (Cese , {=>j. b eam-~ ns ka e s 7~- F v.f ??%, The contents of this package as listed above hays *. reviewed :er the requirements of CP-CAP-18.2 and are accactable. QC Superintendent - F7[AC Cate b - $- [% ,o/ // CRG Representative Cata O.- o D i Total Num:er of : ages in :texage ANI e/ CATI on a-.4,p', - n,, ;b h / 9

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4 .3) Denote Satisfactory insoection by an "S"; Unsatisfactory insoections by a "U" PRODUGTION RELEASE 4 i DPER. OPERATION HOLD POINT 5 CON SAT. INSPECTION RESULT 5 (SIGN AND OATE) i NO. WT QC ANI or QSorWT NDE CERT.' ANI UNSAT. / /,,. LEVEL bM' f[hr-pd'*((' N 1 Cleanliness NA V pc, 2 Fituo NA V SC h M M [ 3 Preheat NA Y f[ M Z- ) do 5~/$7"' d bf_ 5'.3C' l 4 Final VT NA / 5 Fim,, RT MA v' M jf 9th/ds-4.a .2-' '7pr/p;VzdM i .. %Mn.7s.JL&& u s. xj V., 7 m 'l l i Final Acceptance M l l d um0M\\l i i \\ n'" ' MJ \\ l l a g.. 1Q 3* \\,, I-O k! l l l I .. V l ANr Nd.A 4AY : i 1982 OC l Approval signatures snall be affixed on ene line imediateTy telow ene last gr~ ff,( gg kwptycQ /*t 7+/ inb &~ff 4' 29n((1,,f gl,fg,g step in eacn sequence. 3 f y/afft:-- eert

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s 5,ggysED '~ P :.,e.* p.T wr"r? l. / '7 /. 3 4. I b /.,,, ',.f.4 _ :; s 'e.-7 00CUMENTATICN CHECX LIST t PACKAGE MARX NO. M /' b ~ Od b NUMBER OF PAGES TYPE OF 00CUMENT 1. /1 Manufacturing 7acord Sheet (MRS) 1 Weld Cata Card ~(WDC) Weld No(s).Ml'I 4^ 2. 3. I Weld Filler Material Log (WFML) 4. 9a Material Identificaticn Log (MIL) 5. / Ncn-Destructive Examination Repor. (NCER) 6. Inspection Report (IR) 7. NA Nonc:nformanca Report (NCR) 8. NA Vendor Documentation 9. Repair Process Sheet (RPS) Weld No(s). // 10. NA Operation Traveler (OT) 11. wa Orawing (Including CMC) MRLNFORMATION ' 12. NA MataMal Requisition 13. A Miscellaneous (Descrite PPRV The centants of this :ackage as listad above h> >= 5=. m,;cwe2 per ne rtquirements of CP-QAP-18.2 and are acceptacle. QC Superintendent 4-/R-ff 7a,l/# Ca, ORG Recresentative / Ca a d /SEE Y / Total Nu=cer of Pages in Fac:< age ,,I a $((Q p Ag -.

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BROWN i ECCT, INC. WCC Serial No. cpi G JCC AS-H05 Drawing No. k -l-b~ 3 ' ' i., II.,cTALLAT;0N' TO BI iM WELD DATA CARD v ACCORDAt:CE WITH PROCED'JRES (1 Weld No. F Li T ~ g REFERENCED IN CPM 6.11 INE # W REV#/ICN# FABRICATION CODE &

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CLASS /ACC. STO. 9 n.. n n - -.s. .;3 u a 3 e n-3 AsME I:: l Af N:.5.Y l ASE MATERIAL POSTWELD HEAT TREATME?II 0 T# M 'o HT# t0'- TIME NA Hrs., TEMP. NA F i C 4 s - v' Yt.- e to PC# ms t Pk -N -x. 0 i to P # HEATING RATE 9 /Hr. ys I VT/itse p 8 163 u.\\-ti, PT/300 MT/400-RT/ist UT F.CC?/"C/f (;r-c Apl/2EV l' /C.D ~/ /C A-A- /C 4:.3 Wr(S) M.&T.E. CALIB. QC WELD FILLER MATERIAL REQUIRED I DUE DATE I QC VERIF. 1//72 r/n4 #4 1M +/5 f/AR00T CLA5S Utr6-( t i l 2 ra % + F2 1974 r/nnbFILL CLASS c-; % :. s DATE: f I CLASS e~to'c / 2 + 7 W { ~ M s:!'Ivi / ( T T-t * /. Y 92 ./ I I CLASS i / TT 2 : s p0TES: (1) Applicaole QC7%41 nolo points.snall ce incicatec ey cnecxmarx,/. 1 (2) ANI inspection points indicated by (X). (3) Denote Satisfactory insoection by an "S"; Unsatisfactory insoections bv a "U" PRODUCTION RELEASE OPER. OPERATION HOLD POINTS CON SAT. INSPECTION RE3ULTS (SIGN AND OATE) i h0. WT QC ANI or QC or WT NDE CERT. -l ANI l UNSAT. LEVEL I I p 1 Cleanliness NA f // 6 l _C J -I C-1 3 Preheat NA / OA A db,-A S 4 Final VT NA / )).6/ 6 A7- >O n b 3}nal. W . J N&%As .22 - % 4'h v l iE\\ T.b Nw:NZ ?Il nb~ MMin. W f-7-7f l l l x final MceRtance l - /, y, n y. nl\\ l v r \\h ..h i l l Vnk%U %l \\ l pgj a q' l I l l \\ l PPUU j i L I I Aq Mrd I WE li1N E 1982 OC ANI -7/7/ l Aoproval signatures snall be affixed on :ne line imediatel'y below the last p ggf 7p l step in each sequence. SCitAs)Can Csuccia:;et s o-a s-c-s >

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hNk 2393 g. QUAUTY ASSURANCE DEPARTMENT MT/PT REPORT PROJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT / PAGE / _OF / MT O PT L_ WDC/Tm :':- # / 885/ Orawing p g.,. g ], System Ag Class j ,, g, Weldsiltem s k ' T G. f r r. i Locatron <f&.* t tf- [A ~

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bMb Post Of6ce Box 1001. C:er. Rose. Texas 76043 QUALITY ASSURANCE DEPARTMENT VISUAL EXAMINATION CHECK 1.IST PMOJECT: COMANCHE PEAK JOB NO. 35 1195 ~ UNIT ' PAGE OF omaning /I o- / - Ar3 -oc-2, 3900 , o s e s c t Tf t s ' C' /W2 l =4n. 9r C S$'~l .. w iv Enter NA ad,jacent to attribute when not acolicable. Enter Sat./Unsat. or NA above results in each section 1 through 4 as applicable. %l[G S M D C # u'- ~ ~

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Brownf5 Root.inc. 5959 QUALITY ASSURANCE DEPARTMENT MT/PT REPORT PROJECT: COMANCHE PEAK JOB NO. 35-1195 UNIT I PAGE / OF / MT O PT WDC/M c'::- b'ICs 3 % Drawing ,,, p. ~. @ System gg Class 2 l Welds / Item # T-FW -[ Location 906/6/_E C6 f CL<<g, f j Mfg Stage f,g NDE Procedure No.ggg g,y,7 Rev. j Equip / Mat'Is Mfg. p gg gg Acceptance Std.g3 Panetrant Batch # -[ 9 Q,33 Cleaner Batch # fygg Developer Batch # 7/fMO.? -) AC Yoke O DC Prods O g /A Model # gjg M&TE IRC # Mg t\\ / / Diameter ,Y dE, Mat'I Type T' - l Mat'I Thickness /, d fo A,(', N, Length r' Sketch & Comments ID C OD 7 8MG MCW i h T Afd e1%S 0f 7~e~MfoCH"f A TT'Allvu e<v T fen. oval Oro 80.A Z7 r-I k I rr-2 Ar Att ~ Posir om, bA-T i s 7Ac 'mty - NO 'C A>cklen rlon s Aso7ec.Q ./ l / . / i '., ( g;s i)*' l f , s;- D,, t. b b.., >. Af gn _c .y-) %,f V' g 6 .,.q ;. C' ~:;;,:> ~~~ \\**,,. \\- InspectQ ,g Q-Certification Level 7;CZ" Date f./7_F3 k'Not Meiect O 8 Sennett Form a BR. '"

U BrOwnf5 Root.inc. w seam nuuses % -~ QUALITY ASSUR ANCE DEPARTMENT N'o A 2302 UT THICKNESS R EPORT PROJECT CPSES JOB NO. 35-1195 UNIT / PAGE / OF / D R AWING S Y ST E M C LA SS M / G.cgj AAS lO 2 20 QTHER W E LD /IT EM NUMB ER LO C A T IO N g0[ 'fW PS W/ [ Cod P / 9 ['t). <~ 7 " [.*)I $ h,gt '^ M " 'f*.7,' " " f (PIPE) Ot A. [Pl AT E - LO NG SE A MI LE NG TH - ST A G E O F M F Q. gj JOINT O CSIGN % r. J g /,.,.. u REPAtR C ROOTC INTER MEDI AT E C FIN A L v l BR N. C B K S. C OPEN BUTT C INSTR UMENT M AK E MODEL SER8 A L NO. I db M Y# /2'(( / $~ 1) t_' ,J ejp,,- -[,1 TR AN50UCER M AKE MODEL SI Z E MMZ SERIA L NO. h$rf Y$L /W l$e' //W *i) CA LIBR ATION SLOCK(S) ^^TE /TLo Dop c92 n',a C 2 CO U PLA N T OPER ATIO N \\ld.f/rd / jjgt LI N E VO LT A G E C B ATT ER Y POW ER' / PU LS E R AT g R EJ E CT DELAY / / ? i / / / /. G AIN FI LT ER D AMPtNG RANGE V / l M AT ERI A L C A t/ I [ { / / RE ADINGS A ND SKETCH R E ADING ID NO. READING 10 NO. \\ / J. $ 9 to 3_EC-f /J c b tec k' gig gyg gy \\ / ~.nro s y_ 1 r r \\ / / %9 Mi 2 o'uocic ,Ie/4f4pa./ /v \\ / / s' 7 f g.2 e. \\ / / 3,93 .TZr.! 4 c 'Cix v \\ / '"O 2: Re,ac.,g

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k C c hoq il ArP\\S i N 18 'IEXAS UrILITIES SERVICES INC. INSTPI CIICN REVISICN ISSUE PAGE cATE CCNTPCILED COPY NO., CP-EI-4.0-30 1 12/6/82 1 of 4 REVIEW CF PIPE SUPPORT baI6. Y RECUIRED PREPARED BY PRIOR 'IO SYSTEM CPERATION /' ff y ' / APPPOVED BY. p h /L T_.s - c 14.. 4_. .) / J / 1.0

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\\ Np .At*'pt.\\ CA h. Lk 1-A CP-EP-4.0 Design Control \\ o hwSM6 2.0 GE4ERAL 2.1 PURPOSE 'ating piping support systems regaired 'Ib establish a me a for 2ese measures are established to assure supports "as installed" are adequate per the provisiens of Ref 1-A to prevent piping system over-stress during systems opera-tion. {. 2.2 SC]PE mis instruction shall apply to systems that have incmplete per-manent dead weight and theenal styrts. 2.3 RESPONSIBILITIES R e CP Project Mechanical and Pipe S w Engineers are responsible for providing technical direction and administrative guidance to their respective organizatiens. B e Technical Services Superviser has been delegated the responsibility for the general implementation of this instruction within. Mechanical Engineering Technical Services (TS) organization. It shall be the responsibility of the CP Project Pipe Sup;crt Engineer to evaluate the adequacy of temporarf styres. Where specific individuals are designated by title in this instructicn it shall be understood that designees may be delegated to act in that capacity. 3.0 INSTRUCTICNS 3.1 TEST SCHECULE IO? O,.M P, n [., t 4 ) g V System 1:cundaries will be defined by CaplEriensa stereAhere are deviaticns frcm the schMule, Otart-uc shall notiff E in w:i'-i.g - least 3 weeks prict of intent to perform the tests. h bb /[4 [_) C' j k.f.. ~ W.. _' _...

v i. TEXAS UFILITIES SERVICES INC. INSTRLCICN REVISICN ISSUE PAGE CATE s CP-EI-4.0-30 1 12/6/82 2 of 4 1 . 3.2 TEGNICAL SERVICES REVIEW A review will be performed using "as-built" infor:r.ation to identiff permanent supports which are installed and temporary supports which a':e required. If "as built" information is not available, 'IS shall initiate a walk down by CA personnel to verify support installation. W.1k-down packages will be prepared by 'IS Crafting as required. 'IS will transmit (per Attachment 1) to Pipe Support Engineering (PSE) a list of tenporary supports required to allow system cperation to g vceed. 'Ibe list will include information such as line ntunber, suppor number and dead weight and thermal loading conditions. T. cads which are not shown en the support drawirq shall be obtained fran the appropiate analysis organization by TS. 3.3 PSE REVIEN Cpon receipt, PSE will assure that tenporary supports are a! equate for the specified loads, and initiate arri verify installation activities of tenporary supports. Upon ecupletion of temporary support installation, PSE will nctiff l-appropriate organizations per Attachment 2, that supports i "as-installed" are adequate to gvcc-ed with system operation testing. 3.4 EXCEPTIOtG Snubbers will not be installed for initial system cperation. All spacers shall remain in place, unless testing is conducted at elevated tenperatures, ta maintain C-C dimensions between brackets and clangs, i 3.5 EOCLMENIATION A documentation package will be maintained in PSE containing calcula-tions, sketches, transmittals, etc., generated during the activities described herein. O ... ~.. _._s. ,.s......,,.. 1

e e TEXAS UTILITIES SERVICES INC. INSTRUCTION REVISION ISSUE PME s CATE CP-EI-4.0-30 1 12/6/82 3 of 4 ATDCEDTI 1 CPP-To: J.C. Finneran Glen Rose, Texas

Subject:

COlANCHE PEAK STEAM ELECTRIC STATICN SYSTEM CPERATICN RE: (1) CP-EI-4.0-30 (TYPICAL) In accordance with Reference (1), Technical Services is providing the below listing of temporary supports, which need to be installed to ensure piping lines are adequately supported for system operation. i LINE NtP.BER SUPPCRP Nt.MBER IDADS (CW + TH. ) L6 ) H.A. Harrison Technical Service SLpervisor HAH:HRD:CMH:ery cc: M.R. McBay J.R. Johnson ) - o ms e so-oe..e. em, .--n-i e--,. r ,__m, w w -~y

• O TEXAS (7FILITIES SERVICES INC.

INSTRUCTICN REVISICN ISSUE PAGE CATE CP-EI-4.0-30 1 12/6/82 4 of 4 ATTACEMDTI 2 CPPA-Tb: R.E. Camp Glen Rose, Texas

Subject:

CCMANCHE PEAK STEPM ELECTRIC STATICN dM CPEFATICN RE: (1) CP-EI-4.0-30 (TYPICAL) Pipe Support Engineering has performed an evaluation per reference 1 of the supports installe3 in sub system number on i to assure the adequacy of supports, including temporary supports, for the safe operaticn of the system. Provided none of these tenporary supports have been renoved and all adjustable supports have been properly set, the sugxrt system is acceptable "as-installed". l J.C. Finneran (/ A. Project Pipe Support Engineering i JCF:ery cc: M.R. McBay R.G. Tolson H.A. Harrison O i _... _.. _,.. _...... _...... ~ _....... _... s..

( dep,3 \\\\ h91 'O \\ 10 ~ TEXAS UTILITIES SERVICES INC. OFFICE MEMOR ANDUM Jim Keller cien ao

Texa, 2-4-83 To Subject COMANCHE PEAK STEAM ELECTRIC STATION On January 16, 1982, the polar crane was used to lift spool MS-1-RB-02-2.

A 100,000# dynamometer was used at all times. We attempted to use the main polar crane but we had to switch to the 20-ton auxiliary crane because it could be controlled more accurately. For calibration purposes, a record was kept of the maximum lift which the dynamometer was used for. The maximum lift recorded was 31,250#. The lift was made in order to move the pipe as close as possible to where we expected it to be when the permanent hangers were loaded. Spools 2 and 3 were chained together to simulate the lifting effect of both hangers MS-1-001-001 and MS-1-001-002 with the singlelift that we were making. An additional load was also included in the lift to offset the weight of the temporary flushing line which was attached in place of spool #1. A mww TMC:WGR:ch T.'M&rk Commons Field Mechanical Encineering

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= c a. h g u A 9 G A 9) J i Gibbs & Hill, Inc. Specification 2323-MS-100 Revision 7 December 2, 1983 Page 7-15 7.4 ADJUSTMENT OF EANGERS 7.4.1 Adjustment Prior to Pipe Rigging After erection of a system of hangers, the Contractor shall adjust all supports to the design elevation of the supports in the cold position indicated on the drawings after making any necessary corrections for deviation of supporting steel and equipment connections from the design elevations. All constant and variable spring supports shall be securely blocked out with factory supplied travel

stops, and all attachment welding and supplementary steel connections shall be inspected for completion and adequacy prior to rigging piping into the hangers.

7.4.2 Adjustment Prior to Testing and Flushing Prior to hydrostatic testing, the Contractor shall inspect all installed pe rmanent hangers for design

offset, adequacy of clearance for piping and supports in the hot and cold position, and freedom of rods to swing and guides to permit movement without binding, and adequacy of all anchors.

All threaded components shall be inspected to assure full thread engagement and proper erection of thread locking devices or upsetting of hanger rod threads. If the permanent hangers are not available for installation, the contractor shall be responsible for providing adequate temporary support during the test. Manger installation and adjustment requirements for testing are as follows: a. For steam as the blowout medium at normal operating temperature or less, the deadweight supports (spring and rigid hangers) are required to be in place with all spring hangers in the unlocked and cold set positions. Thermal restraints (rigid and guide) and moment restraint supporting structures are required to be in place. 11. For dominerall:ed water as the flushing or test medium at ambient temperature, the deadweight supports are required to be in place with all spring hangers in the locked position. The moment restraint supporting structure is not required if it is substitytee by r. temporary rigid support. . / /77 9 4-

-. ~. - - - - - - - - i t. l Gibbs & Hill, Inc. Specification 2323-MS-100 Revision 7 December 2, 1983 Page 7-16 iii. For air as the blowout medium'at ambient temperature, the deadweight supports (spring hangers and rigids) are required to be in place with all spring hangers in the unlocked position. The moment restraint supporting structure is not necessary if substituted by a rigid support. b. Pneumatic Testing and Blowout of Air and Gas Lines Air and gas lines shall be pneumatically tested and blown out with clean dry air only. This is to be done at or near ambient temperature. The deadweight supports (spring hangers and rigids) are required to be in place. The moment restraint supporting structure is not required if it is substituted by a temporary rigid support. c. Flushing and Hydro-Testing of Water Lines i For air or gas as the medium, the deadweight supports are j required to be in place with all springs locked at the cold 7 set position. For water (at or near ambient temperatures) as / the medium, the deadweight supports are required to be in place with the springs either locked or unlocked at the cold set position. 7.4.3 Hanger Adjustment for Pipe System operation 7.4.3.1 The owner's procedure on removal of hanger travel stops, hanger adjustments for the design cold load, and other steps to place completed systems into operation shall be followed by the Contractor as directed by the owner. The Work requirement of this specification covers up to the accepte pipe hydrostatic tests. The subsequent application of insulation and finish painting or coating shall" be performad by the Contractor according to separate specifications. 7.4.3.2 All temporary attachments and devices used in installing the Work shall be removed from the work areas prior to pipe system turnover to the owner, t

a I l o l I I, Gibbs & Hill, Inc. Specification 2323-MS-100 Revision 7 December 2, 1983 Page 7-17 7.5 To minimize risk of personnel injury or equipment damage, all piping shall be erected in its permanent hangers. If permanent hangers are not installed, temporary hangers may be used. Piping may be temporarily supported from other piping provided that the contractor takes adequate precautions to assure that the supporting piping is not damaged. Piping shall not be supported from valves or equipment. 7.6 SUPPORT GUIDELINES FOR PLUMBING 7.6.1 Plumbing hanger Work by the Contractor shall be as shown on drawings and as described in this Section. Seismic supports will be supplied by others and erected by the Contractor in accordance j with supplier s instruction. 7.'6.2 l For permanent hanger installation, the Contractor shall use available, existing embedded inserts or plates or, if not available, core drilled anchor bolts, plates, or similar devices for hanger attachments as shown on drawings. Unless shown otherwise on drawings, attachments to concrete surfaces shall be Richmond screw anchors, Hilti Kwik Bolts, or Engineer approved equal. No cinch anchors shall be used for seismic category piping without prior approval of the owner. 7.6.3 Hanger attachments shall be accurately located wth relation to building column center

lines, equipment locations, and the necessary hanger offset indicated on the

drawings, when applicable.

In all instances where equipment location or attachment steel deviates from the design tolerances, the Contractor shall notify the owner and take all necessary measurements to determine the proper attachment location. Attachments for sliding supports, anchor bases, and floor standa shall be accurately shimmed and leveled to a true plane surface. Where attachments are anchored to masonry floors or

valls, the attachment plate shall be firmly grouted within 1/3 inch to 12 inch tolerance (i.e., 1/8 inch vertical maximum deviation in 12 inch horizontal length).

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