ML20134G086
| ML20134G086 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 11/28/1983 |
| From: | Goodman W CAROLINA POWER & LIGHT CO. |
| To: | |
| Shared Package | |
| ML20132C567 | List:
|
| References | |
| FOIA-85-173 WP-110, NUDOCS 8508230021 | |
| Download: ML20134G086 (200) | |
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CESCRIF~1CN 5
1.0 SCOPE 1.1 This procedure descrites the steps :: te f 2:wed f:: :.e ins:a"a icn of seismic pipe supperu a.I s; ring a gers :n seismi:2'. / analy:ed ;ipe.
1.2 7:: c:ns: rue:i:n ;;r;cses, a ; ;e nangt. :an :e. c..:.T.e..: :s ':
accordance with this pr:cedure if it sup;cets a Safe:y Class I,2, : CI pipe er $15 or FW pipe by means of a s; ring cannister except hangers j
east of the seismic break as defined my FCR-H-1145, or if the hanger r
sketen is stamped seismic, Or if :he format :f :he ;oad sneet ts in accordance with Exhibit 5 or if it is a Bergen-Patersen f!re pectection pipe hanger.
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i 2.2 TP-34, Inspection of :ne Installation of Safety Related (Seismic Class D l
Hange s t
2.3 WP-112, Control of L!aterials and Iquipmen: Thar, lay 3e *ciarmful to gi Stainless Steel 2.4 WP-48, Tempersry Ccastruction Loads Sup;cr:ed F om Permanent Plant Equipmen:
2.5 WP-102,Installa:icn of Piping 2.5 5:?-2 5. Gene. al '.le'E.- ? ::e tur i :. ~ c::- 3:- f. 't (.t..e. u 2.7
>!?-07, General Welding Prce**-= '-- C '=ss Site! Weidmenu 2.3 CAA 2155-G-301 Flew Diag am - Reac:: C:c;an: S s:em i
2.9 TP-34 Calibration of Centro 11ed Tec'.s
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l 2.10 WP-103, Protective Coa:!ngs - Service *. eve;; I :edded S:ee' ?! ate, i
i Service I.evelII Steel Surfaces and Sa'ance-et-?!an: S:eei Surfaces 4
2.11 SD/C-A-1018,Iden'tification of Sergen Pa:e son Hanger Par:s 2.12 SD/C-A-1019,.N*eutral Ax:s of Ocd-5haped 5: rue:urs.! Llem:ers 2.13 WP-25, Field Eng:neering i
2.14 N!?-05, Permanent >!arking of Si:e '.!a:erif and C:=penenu j
2.15 WP-139, Pipe Hanger Wor'< Package Prepara:! n i
2.16 WP-140, QA Recceds Review (Seismic Pipe Hangers and Sup;cru f:r i
Seismica!.ly Analyzed ?!pe) 2.17 CAR L65-G-10 S31, Field Ins:alla:icn T:lerances f:.- Pipe Hangers t
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15 3.0 GENERAL l
3.1 Introduction i
Unless etnerwise noted. the tolerances in tre fei. lowing sections mey se used for construction of a otoe hanger. However, to exceed taese tolerances, a Field.'<!cd (Exhibit 1) must te cota.ined from the Hanger Engineer. These Mods win anow work and inspections to proceed to completion. The tolerances described herein may also be applied to the Mod requirements.
3.2 Location Tolerances 1.
Hangers shan be installed within + U2" of the design location felevsti:n ud cely-.. '.i e offsets). Ho vever, if the pipe is net ittsta.IIad. tne.ox f.sr.e megar 5 euld :e 'ef t tack sd to tne l
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..t..Ta.< *eles snou.c ce targe 'enougn to ensure safety).
2.
Manger memoers snould not be instaned witnin 4" of an adjacent pipe or structure.
3.
Hangers should not be located within 15" of a ;ipe (butt) weld !!
19 the hanger supports Class 1 or 2 pipe.
Mangers shan not be instaned on a pipe el$cw, fitting, butt weld, 4.
or ID tag.
t 2.2 3eo.at-e T:le. anc +
I 1.
G eccetry -.ay vary;!.'2" from design. H:w ever, tais
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snaH not be used to reduce the clearance equirements around the pipe.
2.
Slopes and angles may vary from design provided the location and geometry dimensions are maintained.
l 3.
Sway supports must be within; 3* of the design equirements.
l 4.
The neutral axis of structural members shan de used as reference Unas for geometric configurations (see SD/C-A-1019).
5.
Strut lengtns must be within U2" of design.
l 6.
Filler plate sizes snaH se - 1/2'*, -0" from the Sin of Material i,
requirem ents.
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3y,g,.s m a g.g3 g.g.m m 13 c sc.iPECN 3.4 Steel Attachment Telerances 1.
Mangers are to te a: ached withi.';1.'2" cf tr.e em:ed center 1!ne(s).
2.
Es ;na ::: :: te atta:P et. -i::-!:
2" :f a :ue ;; ate scri:et work point.
3.
Hangers shou'd a: aca to the cer.ec: embed type which is detailed on the hanger sketch. If the embed in the field is desipated as a Dubcse plate, reduced tolerances will:e necess'ary and should be provided via a Hanger Stod.
4.
Mangers must attach within + U2" of the centerline of a structural steel memoer (existing steel) and may move - U2" along the axis
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+- e.- P i." :e uic..ed to te on the azimuth required by d:tsign.
5.
Attichmen.s to st-!; ;!ates with t.* rested studs tust :e g
surrounded by acceptable studs. See Figu.es 1 and 2. A threaded stud is r.ct a epta:le !! it is disengaged / m:re than L'3" or !!
there !s a weld within U2" of the stud.
If otherwise octain a Hanger 31od from the Hanger Engineer if pcssible.
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Clearances l
Clearances around the pipe in a box frame nanger must :e acnieved. However, :he pipe can nt te ::'d pulled '.f:rced out of its relaxed pcsttion)in erder to do se. If t. e clearan:2 is l
l specified as 1/16' by design, then the clearances must meet the criteria laid out in Appendix t. For one-way restraints, the t
Hanger Engineer must issue a Mod to detail the clearance 4
requirements. The pipe and the hanger shall be visually square with respect to the other; however, shims used to octain I
accepts:le clearances shall meet the skewness requirements of.
l Ap;endi:: !.
t 0.
Fs 1.
Shims shall be ins:alled in a:ccedance with the Field Mod I
at:und the pip 2 !! learances are..st a::eptable.
2.
Shims called for by the design sketch may be deleted by a M
Field Mod if the pipe clearances are acceptable.
?9 3.
Shim material must be A-36 or A-569 carbon steel. If otherwise, a Field Mod must be cotained from the Hanger
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1 Ecgineer.
4.
Shim ;11:es 1 ! han;s.-.1=:ers - r: :e '- :2?:10: 1..::
t free of tubrican:. Shim su-flees stall n:: :e sandt!z.sted.
5.
The shim should overnang :ne aanger mem:er appe:nmately i
l' on both sides !n order :: prote: :he pipe it:m are strikes.
A maximum overhang of 2" L5 permi::ed On eit..er Or to:h sides. If a weld, valve, branch !!.e, or other ;rojection wiu not allow 1" clearance fr:m the end of :..e snim, cen;act :he Discipline Mechan!:al Engi.eer f: resolu:ica via a ?!ald Mod.
e 6.
The center!ines of the shim and pipe snall:e n!!;ned within
- ..e - !/2" of each other.
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The shim and shim weld detai's snall:e provided on a ?!ald Mod.
8.
Weld lenr.h ses11 n:t ex:eed tre ler.gtn spect!!st en -.
Mod.
3.6 Ce:aler Ps.-ts 1.
Combinations of WSA, sway supports and/or pipe clamps must I
1 conform with the requirements of Appendix A unless noted j
i otherwise.
4 2.
All combinations must be aligned, in order to ensure the support j
does not bind and lock up. Part numbers 1000 and 1001 should be l.
fitted ic :tht i: cms usi..g the had ;in 2.: ?.e na - v
j 1.
Cataleg pt-5 f;' :e ::er ::itc :; a :.e:-: : t:.s; e -i-e /:: :
provicec.a :na.i.te Crawing iso, C-A-w.4;..dso seit.sppenc.t l
4.
Care should De exere! sed to ea.sure load pia.s. Solts, nuts, duhe-s,
, gg and pipe clamp naives for different hangersior parts are not j
l indescrimin tely exchs.9;ed. An !.spe:::: shall ver!.fy materia!
padas fer 1:a:1;!.:, ::!:
.d nuts ;r!: :: ?!nal Acce;:ance.
i (See Appendix C).
5.
If the load pin mus: :e rem:ved from the end at:acnmen:, a light lubricant and punch should te used to facilitate rem:vs!. Care m.5: be taken ; ; men:
.e.2:ri:an: it:m centae:ing 2:si. ess s:e e'. ;ipe.
5.
The holas in the ears Of the NSA or ;ipe clamps 3r.all.:::e
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pound in order to reinsert the 1:ad pin. However, the ends of the 1:ad pins may te !!gn:!y f!!ad to remove :.us?. :cmir.g :acsed by i
forced installation. The shank of the lead ;in shall not se p:und i
for any reason.' Also,lign: tapping may te used to remove or a
install the load pins. If the end at:achment ears are damaged in
[
the process, :he end attachment must be replaced. Cot:er pins ll must ce spread in oppcsite directicas to prevent :ne load pin from L
s!!pping out.
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Bearings should te ::gntly engaged between :he ears of :ne WB A or pipe clamp. Any gsps should not exceed :ne clearances speci!!ad i:: A;;e.di:c 3. C:n::.:: :he F.2ngs.- I..p ee '! ; a 4
elearsnee canno: te educed wi:h space wasnecs per A;;e.cix G.
r 4.
When installing the s: uts, care mus :e taken to ensure tha: :Me pipe is not forced out of its relaxed pos!!!:n (:his !s called c Id pull).
t 9.
Tigntening of telts, s:uds, threaded rod, and C-col:s snail te in accordance with Appendix F. Nuts should be fully engaged on the l
threads and should not bear against the bolt shanks.
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9 snoule :e oota:nec from tne Hanger Ingneur.
'l.
T: sa:::en c lang-J.an :::: :. :emtlies '.::::!d2 : ilt i' y
adjustment), the Hr.ger Ir.g:neer must prov:de detailed
(
!..stru :!:.s :: ths ::sf: via i ?!ald.'!:d.
i 10.
F : :e'ase:p!n; s::u:3, there must be L'4" m! nit:::= engagement i
5etween the stru: a.c the shank prior to welding. (A !/4" hole may have to be drilled 1/4" minimum ficm :ne end of the tarrel to verif'/ shank engagement.) The s r.'< t..d pi;e s::*:: :ust te augnac. The weld s::a :e: ween :ra sr.r..< r.: i.::n; sni!! :e '
- tov ded n a.!od even.? ?
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sketen.
3.7 General Guidelines 1.
Lift Points Installed pipe hangers shall no: ce used a.s !!f t ;cin.s f:r !cacs other than the ones approved by WP-43. The weldng of temporary attachments to hangers sha'.1:e in te:0-dance with
.i!P-08. All welded temporary attachments will te emoved from the hange ; rice to any i:ispections.
l l
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as 437::.,,
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l CESCRWCN
'. 5 2.
Ploe Clean!! ness The external surface of eli stainless steel piping saall te cicaned I
of all contaminants (Reference WP-112) p.:or to the placing of a
.s i
pipe clamp arot.nc the pipror surrounding the pipe witn a wincow hanger. Contact the Piping Superintencent or his designee if t
I cleanliness has not been attained.
3.
Mangers Near Penetratiens. Sleeves or Ecuiement l
Pipes are usually designed to run through the center of the sleeves in the walls and floors. Box frame hangers adjacent to these sleeves, penetrations, or equipment shall not be erected until the pipe is i stalled hed-;c!nt te hed-;cint.
1.
'" 2.-.30 2.- e Pi: a h::sts Tsm;;r:. y r.r.J.gr3 sha'! :a aractad t: bp;;rt t..'s ;ipe -
accordance with WP-102 Section 4.2.5.7. These supports should 7.3% be removed not shculd permanent supports de reworked if the work would compromise the required t.b, spacings for the pipe supports.
2.
Temporary ha. agers shall also be erected !n !!au of permanent hangers when necessary to support RFTs. They shall net be erected (Insofar as practicable)in the same 1:01ti:n 2.3 the ;erma..er.t uppert. Thade tam;;r:.r*/
hangers will 3e tagged and mey caly te emcved after the permanent supports have been (.sta!!ed. A Werk O! tetive is necessary for this effort.
5.
Ceating Recuirements Per WP-108, all steel go!ng into the containment building sna11 de coated to Servics-Level t requirements; all stock steel going into areas outside the containment building sna11 te c:ated to Service Leve1II requirements. Prior to coating, hange s shall be hard k
marked for hanger and material identifientiens; st:ck stee! snall be hard marked for material identification.
i
r-aw w -as e CONSTRUCTO JRCCEA IS' MANUA...
'aDI[8 e a lO-s n.4 WC*.x C8iCCE0'$3 s;5 f.e.!.*.CICN OF 3I!SMIO FI?! : MGI.U A:
IN C
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CESC:isTCN
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Material.'.f arking All steel for future install.ttions snail te hard mar <ed in accordance wi:n MP-05 for materie.! ice.:: fin::
- a. This ss111 te witnessed oy a QC Inspec :r. If marsags w!!1 de r2 moved 0.*
covered by a constructicn activi:y ; rice to a final QC s!gneff, :ne marking shall:e transferred and witnes:ed by the QC Ir.spector.
There shall be no unmarked steelin :ne f!ald surplus rcom.
7.
Snubter Subs:!!u:es Since snub:ers can't te Installed until just ;rior to Hot Functional testing, a snu cer substitute such as non-Q angle should be i..stallet : ; eserie te 3;a:e te: veen me :un;er stru::u t 3.d tre 7 ;9. 7 ? 9;ec tr e *-'Of !? ;1;.-* 2d r?d *: It!.*.*:f,'.* !! 13 2 3
i
- d.nse.Cf.i.r' c su. s.
R) 3.
Access In:erferences If tne nanger creates an access interference in a doorway, aisle, h
f ce s?.tiewell, etc., er !f 2.a !nterference ;revents the hanger from I
performing its desig. fune:lon, the hanger should not be !r. stalled and the Hanger Engineer should be contacted.
9.
Stainless Steel St s:s Stainless steel streps sh.*_11 not te installed with the ;ipe hangers (se.. il 3;e:if:sc sy :esig... Id;4.s er des.gn re.:s; r.s are necesse.ry to delata *his i:2= ft:m :Me Bil' :! ::1:ari:.is.
l 10.
Stiffener ?!stes Stiffener ;1ates may te coped er : rimmed as necessary in Order f:r the item to te fitted between the.".anges of W-shapes.
1.1.
Welded Ploe Attachments (WPA)
Although the ir.stalla:!cn of WP A's is in accordance with Other procedures, it saould te verified tat 7.'!; arts Of Me WPA are installed as desiped. 35x frame hange s that in:erf ace w!:n the WP A should not :e !.J:3].*ed un:d the WP A is we;ted eut.
12.
Valve Ms.- ers Valve Mangers sneuld no: :e !nstalled untu af ter :*.e valve has been welded out.
a:N1 MC !?il 3 q.- 9 l%
CONSTRUCDON P?CCE Ur.a MANA'-
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@ M P CCEA'ME SU7? ORTS 70R SE*SMI.*f:.Y eS.C?.ID ?!?I OESC2torCN
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13.
Volded Manters t
A Work Directive snau ce isst.ed with voided.? angers to hava L
- hem removed from :ne f; eld. C: and QC mus: vestly tne nr<
was a:com;;.!shed er.d sip :ne W:rk Cirec:ive.
l l
l 14.
So ing Mante s an:: FL e Protectien Mante s l
All spring hangers and nonseismic fire protection hangers ware within the scope of WP-109 (Ir.sta22:fon of.Noa. seismic Han;ers).
l As a result,.fitup gaps were not recorded, hanger geometry and locations were not checked, and structural welds were not Inspected by QC. Spring hangers on seismically analy:ed pipe per
?.ev:st:n.' and 3 arger.-?stersor.
- ire ;r::ecti:.. nangers ;c.
l Revi.sion 3 ce wi nin :ne sco;e of WP-20. A.tr.0up :Ne insoector cannot go back and check fitup geps or other in-process Inspections, the inspectors can verify geome:ty and location and I
perform a final visualinspection of the welds. For hold poi.ts es t
whien cannot te met t e :o ins:a2a:ica prior to t?.is proced re, r
~
i the inspector can so note on :ne Traveler and/or SWDR.
15.
Meteria! Recuisit!cn! ;
1.
Mangers may be requisliioned from the warehouse usi g the I
hanger numbers found en the ha. ger ska::nes. The m2:erial anan consist of all pieces received f: :ne eurten: r.ra.i! g revision and,if necessary, nese items :axen from seit nie surplus stock. For hangers a:!1iz!.g snusoers, the warehouse will withhold the snumber ar.d snu: Der exter.sion if a f
separate requisition is made for specifi:; arts needed. The l
parts being withheld can be requi.sitioned a: a *ater date. At the time of requist:loning, the requist:!oner snould use ne hanger sketch to invent:ry the ma:eria!.s for the hanger.
1 2.
Hanger material shan ce placed in a clean, dry arts f
designated by the area superintenden and/or hanger sept.
3.
A2 material superseded by later drawing revisions sha2 be removed from the !! eld. Usaole sur;;us materi.t'snou.d be i,
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CONSTRUCTICN PROCECU,, MANUAL T
WORK GCCECea !UST/*!.CIO!! OT SI!!M:C ?!?! ? 3CI.'t3 c.)
Sil?? ORTS FOR SI:5M:0A.:.Y MAI.Y;I ?.I nm
,o CESCRfPitCN returned to the warehouse in a timely manner. This should l
avoid work-area congestion and misuse of matarial.
4.
Scrap -.a:arial shC te ser.: :o :te design,.:ro 1::ap locat!cn.
l f
3.3 Exhibit Instructions Changes to the conte of Work Directives, Travele s, and Hanger Stads must be initialed and ated. Signoff blocks on a Work Directive or the Traveler for a Hange, tod should be dated on or after the change date.
1.
Field steds (Ext[ bit 1)
L Field 5tod shall be written and issued by the Resident Hanger Eng:neer er.Ls des:g.ee.
2.
3::ci!!:.:!cn.s to hangirs
~
- " es mus: ce Emi:ed :s j
corrections in craf ting errors, crawing clattf! cations, w41d -
sym:cis, and dimer. sis..al : anges w! hin tha :clerar.ces of Reference 2.17.
i 3.
The field med is com;rised of two copies, one of which g
remains in the field for hanger installation, and the original whlen is routed to the work package g oup for assipment of j
Fats and routing to Document Control. (The Falt is a I
sequential trac %!ng num:er).
4.
If NCE requirement hold;om:.s or we! ding ;rocedu es are
{
affected oy tne issuance of a Siod, :he nanger package should se routed to Welding Engineering and QC Welding for I
the required changes to the SWDR.
l 5.
The field copy of the $1od shall ce considered active for ten col'endar days. If a controlled (blue) copy nas not been i
inserted in the hanger package within te., ra'ndar-days all work on the hanger shall stop until a control:ed copy is received.
6.
Eacn S!cd shall also have a unique num er which shall consist of the Hanger Design revis!on, $t for Sted, and an ascending number starting with ! 'Ex. 2/ A.'.11). This numerical sequence starts over when a new design rev'sion is received.
7.
New design revisions snail su;ercede :ne ;revious design revisions and all >!ods written against that revision.
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I h5MUCTCN PRCCR"NGES MANUtt.
5:_ W CC WCRK 2RCCE'NREINSICI CION OF SIO!O ?!?E EOGI?S MD g
StlPPORTS FOR SE;5.'iICAI.:.Y ANA:.Y:C ?!?:.
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4.
Mods which affect an already active Med shall.ct be issued l
untu the active Mod has been voided. Voiding of Mods shall i
be accomplished as foll:ws. The v:itsd Med !!..11:e removed fecm the hanger package and routed to cocument control for distribution af ter the drawing has been stamped void, initialed, and dated by the Hanger Engineer.
2.
HIC Sticker (Exhibit 2)
The HIC sticker shan be located and completed by the Field Engineers.
3.
Traveler (Exhibit 3) 1.
The Traveler sha.ll re initiated my the Hanger E.;'.neer is.
order to control the in pr: cess insta!!ati:n and.inspectic.s of the pipe hanger.
2.
Work Directives, DCN's. PW's. FCR's, and Hanger.'.tods should be referenced in the applicable blocks at the tcp of the Traveler. Mod num:ers (i.e.,251 Mll tre listed under the RCI heading. If any of these documents are voided, the gg l entry should be lined througn, initialed and dated by tne Hanger Engineer. Superceded documents do not need to be i
- rossed out.
t 3.
Engineered plate inickness determina !:r.s snould e *.isted l
after 7/22/81 by the Hanger Or Area Engtneer.
I 4.
The phase of ecastruction - Preliminary er ?!nal should te I
appropriately denoted. Completion of either phase sna" e to the latest design revision and/or Mod IExamples 2/A M1 crLSI.M4).
5.
For the PRELIMI. NARY phase of construct!cn, the FIT-UP j
and WELDOCT s!gneft bl:c<s snall se initialed and dated :y l
t a
the foreman, the CI: lock initialed and dated :y ne Hanger Engineer, end the QC bicek initialed ar.d dated by the
[
Welding Engineer. The QC :Icek may be marked N/A j
initialed and dated by the Hanger Engineer.
L i
- ice 7 NC.179 8
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OCNSUUCTICN PRCC! CURES MANUAt.
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' SIT 7 PORTS FOR SIISP.!C.C'Y A.%CYZE ?!?!
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4.
For the Final phase of cerstruction and inspection, the FIT-UP AND WE!.DOUT blocks may be initialed and dated by the fereman. The C! and QC b!:c'c sha" be i.!!!aled u..
dated by CI and QC inspectors respectively. The C1 and QC signoffs are for final acceptance of the hanger..however the actual!nspection records are en T?-34 and the SWDR
[
respectively.
7.
Upon receipt of a new design which does not affect the as-built configuration and location of the hanger, signoff blocks j
shall be N/A'd, initialed and dated and the Hanger Engineer sha!! make an ent./ f:: :ha: revisi:n and nets as-cu!!:' :n f
I the t tveler.
3.
If the new revision d:es affect work, the work package is l
i D
re-!ssued to the field for completion to that later revision.
l 4.
Material Verifleation Gxhibit 4) l
{
The Material Verification sheet snall be completed by the Hanger l
Engineer per the instructions provided in Appendix J.
~
5.
Work Di.ectives (Exhibit 5)
- 1. ' Work Directivas shall be issued to detail corJtruction activi:!es. This includes P.r" w r'< which wi.i! void tit t previous inspection.
f 2.
Work O! ectives shall be ini !ated, signed and dated by the
{
Hanger Engineer.
3.
Work Directive Numbers shall be sequential starting 'with f
one. The number shall be assigned by the Hanger Work j
PackSge Group.
l 4.
Signoff blocks shall be completed by the appec;riate ;ersor.s unless N/A'd by the Hanger Engineer.
l 4.0 PROCEDURE i
1.
The Field Engineers shallidentify interferences and provide control points for hanger ir.stallation and inspec:!cn as requested. The control t
points are !ald out in accordance with ?.eference 2. 3 and are eutly I
i
1 g3 w me, a
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coNSC.UCTION FEC2MES MANUAL SHN7?
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- cax FAccE:U.*E GTE: A:m er st:m:c 7:7: Ec us Am l ~*
SU7?CRIS 70R SI:!C RI.T ANA:.Y !O ?*.?!
CESC5i AON l**
U d
identitled by the orange s: Icker (Exhibit 2). These activities are l
referred to u the MIC -Hanger InstaHation Checkout - Prog tm !n WP-
- 23.
2.
The Hanger Engineer snculd esta:Lish ths: the har.ge.- !.s ac: :n hold for construction, engineering er quality reasons prior to generating :he e
work package. The work ;ackage should consist of but not be ilmited to I
the Hanger Design drawing, SWDR, and Traveler (Exhioit 3). In addition
~
l a Work Directive (Exhibit 5) detailing work instructions to the craf t and inspectors shall be ine!uded. Af ter the work package is made up in accordance with Reference 2.13 and its established that the hanger is ready for.::r.sct.::.cn. it 3 :ssue :o h., Ha..ge 3ncin:c.de-: f:t j
i.;;al J:i...
3.
The Hanger Eng:neer or Superintendent snaH requisition tne material ft:m the Ware?-"--
'"*e mater!al shr.ll te ta '<ed u; par Refer 2..*3 0.1 and the Hanger Engineer caHed for a preliminary examination.
R9 4.
The Resident Hanger Engineer Or his des gnet shall 33ue 3!:d.s E.<hib!t
- 1) for any problems enc untered.
l 5.
The Hanger Engineer shan then exam:ne :he hanger for ecmpleteness (including trunnion material where applicaele) and correctness, and Ust the Esp measuremen'.s 'See A;;ent!x K for criteria) :.. :he 5*.CR.
5.
The Crtf: Super:.:e..ce..: sha" we;d :ne na ger :a: ;e.- Reiere..:e 2.1
.i and ca2 for a ;teliminary.examinati:n :/ We;c;ng Er.giae.t.r.g.
The Welding Engineer shan examine weids for quality and si:e as requested.
{
i 8.
The Hanger I,tgineer shan verify material and complete Exhici: 4 prior i
to the finalinspections.
~
9.
CI and QC shan lnspect following the weldeut Of the hanger.
I
}
1 10.
The Craft Superintendent shan return the werk package :o :ne Hanger 1
Engineer fotowing the ins:aHation and inspection of the hange..
U.
The Hanger Enginee.- snau review tne Q dccument.s per Reference 2.16 j
and transmi: them to QA Record.s Review Group after the hanger tas been completed and i..spected and an Es-butt :f the hanger nas been incorporated in:o the design drawing.
l
n.% N 'ric s SMP 2
c RSTRUC"!ON MOCEC.r.!S MANUAL
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W' CRA 3 R C '"* * "~ U "* 5U??0KT5 70A SIIT.Cr' i ANM?:IO ?!?!
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,8 e tt-or.s"CN 8ge 12.
The Hanger Engineer shall put a CWRA in the work package when 1'9 required.
5.3 EXH'3:'*S AND APPENDICES 5.1 Exhicit 1 - Field >!ocification (Rev. 0-U/83)
A) 5.2 Exhibit 2 - HIC Sticker (Rev. 0-11/93) 5.3 Exhibit 3 - Seismic Hanger Installatica and Ir.spectica Travele- (Rav. 0-4/83) 5.4 Exhibit 4 - >!aterial Verification Form (Rev. 0-W83) 39 5.5 Exhibit 5 - Work Directive (Rev.1-WS2) i 5.5 E. ni: : 5 - Se t.<c
- sd Shee: lRev. 0-0 3 0 i
8 5.7 Acpendix A - Cati.let ?*rt Ce:m*;inatio.as 'Rev. ?-!! 9.t 5.S Appendx 9 - Cap 7:lerances aMcad?...: !Rev. -11'137 5.9 Appendix C - Fastener Types (Rev. 2-W33) l 5.10 Appendix D - Flow Chart (Rev. 0-11/93) lU,
n 5.11 Appendix E - Strut Identifications (Rev.1-d/33) 5.12 Appendix F - Tightening Criteria (Rev.1-W33) l 5.13 Appendx C - Flat and Tapered Washer Reference Tatie (Rev.1-C/30) 5.14 A;pendix H -Installation Procedure Fce >!ain Steam 3-Wall Suppcet.s tRev.1-53 31 5.15 A;;encix ' - C'.estance Tclera..ces 'Rev 0-533) 3.16 A;penclx J - 31sterial Verification ? :g am (Rev.1-5331 5.17 Appendix K - Gap Steasurement Criteria (Rev. 0-533) l i
i l
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i Rev.1 CAROLINA POWER & LIGHT COMP ANY Appenix J 12/93 SHEARON HARRIS NUCLEAR POWER PLA.W WP-110 Sheet i of 3 i
MATERIAL YERIFICATION PROGRAM I
The following ir.structions are to be used by the Hanger Engineer to complete Parts l
1-7 on Exhibit 4.
t Part 1 i
i All material which was issued prior to 9-6-83 maintained identification via material control. To ensure the controls were implemented, the Hanger Engineer shall need to know what material was received and issued for construction. The Warehouse Engineer shall provide that information in Part 1 Of Exci:it.i. He sha!! reseren receipt ree rcs r.:'!st items and tha drawin revisier S w".!ch the materie.1.*u s :--"=d. He shs21'sig- $.r.d tu i
the entry.
f Ite,m, s Rev.
Examole: 1 j
7, 3
I j
Part 2 The Hanger Engineer shall verify the as-ouilt steel is the as-received as-issued material for the pipe hanger. He must perform a field check on the ite..s listed in Pett 1 and ~srpare the phys!:C te emete s. en:ep!. leng*.h. O!
4 the as-ouilt steel to the Bill of Materials of the drawing revision for which the material was supplied. In addition, the hanger material must:
1.
Be coated with red oxide prime-(ex:ept in the Containment Building) of, 2.
Be co'ated with flat white primer (only la the Containment Building) of, l
3.
Be coated with gloss white paint and stamped with the hanger number g, 4.
Se an uncoated structural shape less than $"longg, l
5.
Be an uncoated plate which has an exposed area less than 3" from e
a weld 6.
Not se marked with another hanger number er PO number l
1 Not have documentation in the package to indicate the material was supplied from surplus or stock.
,r
t Rev.1 CAROLINA POWER & LIGHT COMPANY Appendx J j
12/83 SHEARON HARRIS NUCLEAR POWER PLANT WP-110 Sheet 2 of 3 MATERIAL YEREICATION PROGRAM If the materid has been de: ermined to be the orignal 'mue, the Hanger Engneer shalllist the item numbers in Part 2 cf Exhibit 4.
Part 3 i
The Hanger Engineer shalllist those items in Part 3 of Exhibit 4 whose source of material,can be determined from Work Package documentation (i.e., Speed Letter, RCI or CMR). However the source must be legitimate with a Certificate of Comformance from a qualified vendor. This is evidenced by a stamp "S:::::t A::epts!" - : the C.'.:7.. Speet
- etter, er RCL Part 4 & 5 l
All materialissued af ter S/6/63 will be stamped or etched for positive l
Identification. The following will be the acceptance crit'eria for this material.
j A-36 plate, channel, wide flange, and angle shall be stamped with the 36 symbol unless it is less than 3/16" thick.
A-500 Grade B tube steel shall be stamped the 36 symbol.
10-guage and 16-guage shim stock will De stamped or etched 'with the material g ade. (A-369 !s acceptable.) FCR-H-1263 allows j
stum stock to be stamped (but not with tne 36 symbol) even though it may be less than 3/16" thick.
l U bolts and threaded rod will be stamped or etched with the material grade.
Stock pipe tubing for struts shall be etched with the material j
grade.
Steel other than A-36 or A-500 Grade 3 shall be stamped with the purchase order number.
[
If the materialis marked and is acceptable, the Hanger Engineer sha1111st the l
Item numbers under Part 4 or 5 as appropriate.
[
1 1
1 r
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? ev. 2 CAROLINA POWER & L:0HT COMPANY AppendixJ 2/34 SHEARON HARRIS NCCLEAR POWER PLANT WP-110 Sheet 3 of 3 MATERIAL VERIFICATION PROGRAM Part6 Ca:alog pa-ts shC ce identified by the physical characteristics of the item or b)* the stamped catalog part number. The catalog part identity must be in accordance with The Bill of Materials. The Hanger Engineer shalllist these item numbers in Part 6 of Exhibit 4 and g under Parts 2,3,.4,5, or 7.
l Part 7 A sampling prog am is set up for structural shapes, plates, and shims which cannot be ident!!!ed under part 0,3. 4. or 5. The Hanger Engineer shalllist t..ese items in Pa-:
of Ent!:it 4.
General Notes:
If more than one of an item is to be considered, each piece shall be listed in the appropriate section. Fct example, if there are two piece 7's and both l
pieces are stamped, Item 7 should be listed twice in Part 4. Af ter the form is completed, the Hanger Engineer shall sign, date, and enter the drawing j
revision the items were checked against. A copy of the form shall be removed from the Work Package and retu ned to the office to determine the
- 719' *te ri- 'i g - or r t.-(t? l 'tL1 t:0 rint:: T ::ni c Welded pipe attaenments (trunnions, lugs, etc.), anchor bolts and c!nch anchored plates sha11 not be listed on Exhibit 4.
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"blN+37C150 LINS 70WII at LIGHT CQKFANY
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~, '. i " l 53EABON N ARR* NUCLEAR POWER PLANT Page 3.of PROCIDURE CHANGE'NO'!1CE
(
Vi N.
f F
Revision No.
12 Change No. 8 ProceshroTit!&
Twevat f ATTng OF 0 AND MON-0 PIPE HANGER AND SI'PPORTS
.l
_- AppucehW-FCRW DCNW 4
3 3
Q Description of Change C6.7 Revfir to read:
g 7
... with spacer washers per Appendix B.
.j L 4-7. 4 vise to read:
I 1.
Tem ora hangers shall be erected to support.the pipe in acco O 2
~~vich vP-102 durin, the in,ta11ation sea,e of the pipe ana.
k LL These supports should not be removed nor should permanent M
v l
be reworked if the work would compronise this spacing.
{
7 1
O f
2.
Temporaryhangersshallbeerectedinlieuofpermanenthangers;.a.j O
ac uSan necennary to support RFI's.
These hangers shall be erected.ia$
C v-l' ncenrannce with SS/C-A-1039. They shall not be erected (insofar as
~
ears nencef enM ei in the sarae location as the permanent support. The remnnrary hancers vill be tagged and may only be removed af ter l
adiacent permanent supports have be :n installed. A Work Directive is necessary for this effort.
The W(this Procedure Change Notice authorizes c.viation frorn the named procedure to the extentdescribed above.
The holder of the affected gvcMars sha11 retain this notice with the.gwees until the next guese revi. ton is in.ff.et.
I I
thL APPROVU?.
DATEl b DI3' ORIGINATORUM/M// _
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Exhibit It-l 9
AP-[V-05... a 5 CAROLINA POWER & LIGHT COMPANY f
3 SEEARON HARRIS NUCLEAR POWER PLANT Page L of 1 e
_ URE CHANGE NOTICE CONTINUATION SEEET 1
J l
l
. ;&$d i,Y t,rp-110 Revision No.
12 Change No.
e9
.....J.u Affsetes M., - m.o graphs 1
Description of Change-
Para w
I
' E 1 a 5.1_2 l
Add:
i h.rever; work can eroceed to correct an unacceptable condition
ll acennenble attributes are not affected by the rework".
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The approval of this Procedure Change Notice authorizes deviation from the named procedure to the extent described above.
The $ older of the affected procedure sha11 retain this notice with the procedure ur.til th procedure revision is in affoct.
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N-Wh.4 PORep NO.1779 9 SWPP CONSTRUCTION PROCEDURES MANUAt.
t.fP lln Annrnvad WORK PROC ION OF Q AND NON-Q P'IPE DESCRIPTl d
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33 77 porary Pipe Supports
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1.
Temporary hangers shall be eiected to support the pipe R12 in accordance with SS/C-A-1039 during the installation
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stage of the pipe and hangers. These supports should not be removed nor should permanent supports be reworked i
if the work would compromise this spacing.
i 2.
Temporary hangers shall also be erected in lieu of permanent hangers when necessary to support RFTs.
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They shall not be erected (insofar as practicable)in the same location as the permanent support. These temporary hangers will be tagged and may only be removed af ter adjacent permanent supports have bee /
n xjnstalled. A Work Directive is necessary for this effort.
3.7.
5.
Coating Requirements Prior to coating, hangers going into the containment build 5g shall be hard marked for hanger and materialidentification; stock steel shall be hard marked for materialidentification.
The installation of pipe hangers shall not make an area (steel or concrete) which requires protective coatings inaccessible for application of coating or required inspection of coatings.
If installation of an item would cause an area to be inaccessible, then prior to the installation, the Pipe Hanger Superintendent or desidnee shall contact the Paint Superintendent and/or Cl Coatings inspectar to verify that required coatings and inspections have been performed and accepted. A!! Hanger material designated for the containment building (except shim material with thicknesses of 1/8" and R12 less) shall be surface prepared per Service Level 1 i
requirements prior to insta!!ation.
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DDR No. 17 ef 6 Corrective Action Report (QA-4) dated
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CAROLINA POWER & LIGHT COMPANT D:3 No.
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DDR No. i 7c7 6 Corrective Action Report (QA-4) dated N fC ? 2
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See berAus NCR No.
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DMRING A Q A ASSESSMEn T0f TME AIN' genstruction Phase rat 4GEQ PQ.OCRAth,' TUG FOUD>l/MG IAi4CER SMETCH bEftctEnce g
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Modify the hencer drawines for Hengers 1&2-SW-H-3050 and 2-SW-H-915 to reflect the correct infomation.
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The benger dre"ings for Hrngers 1A2-SW-H-?050 and 2-SW-H-915 vere -odsrfed to shou the correct infor-Ption.
Note: Subsequent to the CAR Sign-off for DDR 1799 on 3/20/84, Hanger 1 &2-SW-H-3050 vrs voided.
Cause:
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All new revisions will be revieved for changes and new craf tAMD.o[ns will be ecls will be : odiff ed tc r*m cerrac* 51rer,
- "re, rne dasignatiq.
n/fie.1d ve'ds.
design changes are fornd to cue CI Fnd CA, per WF-110 and WPENM. Hengers wil.1 ro 1.cerer be considared corplete.until they hPva been accepted to the crovisions of the new banger crogran established Noverber 28, 1083. The new henger progrart started with Revision 9 of Work Fro-cedere f110. A roterial verificr3 ion orcerer uns es*ablished.
Wort-Procedera #179 "P?
F* e d f* = *' e r' to creoare the work packPre for construction (i.e. Engfneering raview of the design drawings and weld macping the weld joints). Work Procedt're a;;r:vec y:
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l EsAsco senvicnincom AATED CD$[Q T o meno tross comy Nye vers N Y 10044 EB-C 14 332 File: 5Q-R-2 5-5-11 Mr L I Loflin, Manager Engineering - Barris Plant Carolina Power and Light Company F 0 Box 101 New Bill, North Carolina 27562
Dear Mr Loflin:
I gUBJECT:
gEEARON BARRIS NUCLEAR POWER PLANT ANALYSIS OF MAIN STIAM LINES SMS2-144 -
THROUGH 150
Reference:
CE-13476 We have reviewed your request for deletion of snubbers associated with the subject lines and wish to offer the following for your consideration.
The EB-5-241 correspondence provided a criteria for support loads which assure o satisfactory seismic design. The snubbers in question cannot be replaced with rigid restraints without thermally overstressing the pipe during plant normal l
cperation.
It is noted that any snubbers located in the Turbine Building will be reviewed and deleted if the criteria for design of anchors at seismic /non-seismic inter-
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Eagarding the subject lines, portions of the lines inside the Turbine Building do not have to be seismically designed.
As discussed with your Mr G White, the most afficient way to reflect this change is to have CF&L Prepare a generic FCR which I
would request Ebasco to "de-classify" all MS lines / portions of lines inside the Turbine Buildias' to B31.1, non-seismic lines.
bue to the large scope of these lines (such broader than 5MS2-143 through 150 as indicated in your letter) the disposition cf this change through a lina and valve list would be too extensive.
In our opinion this generic FCR will alleviate all concerns related to the additional inspection and documentation requirements for the supports in the Turbine Building.
The only exception to this generic approach are the major itain Steam lines from the interface anchor to the turbine stop valve (44" lines).
The declassification of these lines will be handled through a formal revision to the line ' list and other design doctaments including the FSAR. This is highlighted in our reply 'to your CE 13502 letter.
Plasse note that the generic FCR should also cover the feedwater supports in the Turbine W W a=.
From the inspection and documentation aspects, these supports can be handled as 331.1, non-seismic, however, the lines will not be declassified ts non-seismic. This is due to the fact that the interface anchors were not designed fcr the seismic /non-seismic load criteria.
Please provide us with the aforementimed FCR as soon as possible.
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ANALYSIS OF MADI STEAM LINES SMS2-144 T w " E 150.
If you have any questions, please call us.
l Very truly yours, p
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!av. 18 SHEARON HARRIS NUCLEAR POWER PLANT Exhibit 1 2/.4/82 FIELD CHANGE REQUEST /PE@ENT k'AIVER FCR/Els J.I - // 4[D Page 1 of Type of Request:
h Non-ASME O
Pe. manent Waiver to "use-as-is O ASME Section III Division 1 Q
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APF-001 AP-IX-0)
R".,v. 18 Exhibit 1 FCR/
/[k Page 2 of 5
D2 sign Organization Approval 6 AE Q 5555 O NPED Only O Cther Tolephone Resolution O Yes ON Design Organi:ation Attachments O ye, g3, N Approved as Recommended O Rejected O Conditional Approval This change requires the following Document (s) (Specification, Dyaving, SAR, etc.)
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Signature Title Date Signature V Title Date CP&L Harris Plant Engineering Approval HPES Attachments O Yes Q No Approved as Recommended O Rejected O Conditional Approval yne h
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{gQ EBdSCO SERVICES INCORPORATED Two Woric Trace Camer New YCrk, N Y. ?0048 NOV 121981 EB-C 14332 File: 5Q-H-2 5-S-11 Mr L I Loflin, Manager Engineering - Harris Plant Carolina Power and Light Company P O Box 101 New Hill, North Carolina 27562
Dear Mr Loflin:
SUBJECT:
SHEARON HARRIS NUCLEAR POWER PLANT ANALYSIS OF MAIN STEAM LINES SMS2-144 THROUGH 150
(
Reference:
CE-13476
)
We have reviewed your request for deletion of snubbers associated with the subject lines and wish to offer the following for your consideration.
The EB-B-241 correspondence provided a criteria for support loads which assure a satisfactory seis=ic design. The snubbers in question cannot be replaced with rigid restraints without thernally overscressing the pipe during plant nornal operation.
It is noted that any snubbers located in the Turbine Building vill be reviewed and deleted if the criteria for design of anchors at seismic /non-seismic inter-faces are not violated.
Regarding the subject lines, portions of the lines inside the Turbine Building do not have to be seis=ically designed. As discussed with your Mr G White, the most efficient way to reflect this change is to have CP&L prepare a generic FCR which would request Ebasco to "de-classify" all MS lines / portions of lines inside the Turbine Building to 331.1, non-seismic lines. Due to the large scope of these lines
(=uch broader than SMS2-143 through 150 as indicated in your letter) the disposition of this change through a line and valve list would be too extensive.
In our opinion this generic PCR will alleviate all concerns related to the additional inspection-and documentation require:ents for the supports in the Turbine Building. The only exception to this generic approach are the major Main Steam lines from the interface anchor to the turbine stop valve (44" lines). The declassification of these lines will be handled through a formal revision to the line list and other design documents including the FSAR. This is highlighted in our reply to your CE 13502 letter.
Please note that the generic 7CR should also cover the feedvater supports in the Turbine Building. From the inspection and docu=entation aspects, these supports can be handled as B31.1, non-seismic, however, the lines vill not be declassified to non-seisnic. This is due to the fact that the interface anchers were not designed for the seis=ic/nen-seismic load criteria.
Please provide us with the afore=entioned FCR as seen as possible, p,-n.m umajg g
- APF;OOI T CARCLINA POWER Q LIGHT COMPANY
[" AP-IX-QS i
Rev.19 3/43.'
SNy SHEARON HARRIS NUCLEAR POWER PLANT EsNbit i l
FIELD CHANGE REQUF,ST/P(RMAENT WAIVER FCR/9w - A ~ ll4 T KG%* I PAGEl or h Q Permanent Woivar g
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Thank you very much for your ideas concerning the verification program _, _,,, _ _ _
t.o nave at the Harris project. I'll discuss it with the people /resynsibility for this ___
cetivity at the site, and I'm sure you will be hearing frue them.
Date 7. /,fC.[J Signed
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A il s.o DEFIN*lTIOW ASBUILT DA TA l
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W I */12-TITLE:
COKSTRUC TIQC P/PIWGlHA ArGEC A5 BUILT WALKDowtc VERIFICATIOC FOR R. F. T.
I
- 1. 0 PURPOSE AND SCOPE T4.Es voceclare ro vicles t'As gulde.
e 1Be P Empf Ivanoce Li% es (oJ5BulLT WAtxDlr cem
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WW, sets ' se S Nhc' t.EA R. Pon's5 P!A h! T,e>5 SHEARCAr HA R R/$
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2.0 AEFEREWC ES b.. $1>f, flhabhs er consleucl Eo a... Pi u
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A.W. S..T. B. 3 i.I POWER PIP /NG CODE e..
A. S. M.E sec T?o N.22C code
.f Pigr ng l hanger. stress pro 3m.wA wL*4iL arev rela. Led, Lo iRi Assut:r con.ct*L% ~.for o seisonic cdk64,
and. -Ut.erm.o.A ana, Gdect', yd been d.
3.0 APPLICABILITY i
This p' lies to 6e pEpEnc h.an.ge> procedure ASBUIL7 M'ALK Mr VERIRCA7/OW'lc$.
botf!t, Q, ed soeo e-s.o.P sy46emd prior to turnover to Ar.o.D.
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40 DEFIMITroW~
ASBUIL7 DA TA
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ba.ia. t$.a.t cx'S4Cr$bG '
iis ASSun.T coeefi;cyu eaflciA cf pEoEy /,
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- 5. 0 PROCEDURE 5-1 ASBUILT WALKDONX VERIFICA.Tioh"
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1 i
VERIFICAYl0Ar TURN'OVER PACKAGc 52.1.
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SYSTEMS AS BUIL7 WA LK.DowAt VEC/Fi'XT.'."-
TuRno vsn PAccA &-E E4I
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ej,3 et RPPENDIX I GU!DEllWES' FOR EYSTEX ASSut'.T V.'A!.xDoV/ ~
V"ERtricA rt onr.rN"S PEC TIOW The insoec%>s. process "ASButLTWAtxo:;::
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APPENDIXI Pye 2 of 3
- 4. fIaqes abd.ex ida.x., sue [d, +t.ecEc.
Le ca.,L*. oM of./r*eed VJG doi.for 5..
ASME code cla-6 % pipEng 'areakr LKan i"# diaxwter.
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1000 21"C SCCIC2 Easetor 7essel and Internals Systen 1005 Escore Nuclear Instrument System 1045 Incore Nuclear Instn=ast System 1030 Azial ?:ver "Jistrthuties Manitori=g Systsu l
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1075 Red ?:sition Isdication Systen Isacter 7:stection Systen 1080 Es51: sered Saf ety Features Actuatten (C.:st: sis) 1090 1C95 Matal I= pact Monitartsg Systen Conta1=mant isolation System 11C0 3555 Procesa !.=st==matation Centrol System 1900 i
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4005 Condenser j
4010 Condenser vac=us Systes j
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4020 Ci tulatiss 7ater *: sat = ant Systes 4025 Cooliss !cvers Systes i
4020 Cooits Towers Maka-up Systen 4055 Cooling Tower 31cvdova Systes l
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5020 Turbine-Generatar Luke 011 System j
5025 G" sad Seal System i
3030 Exhaust Isod Spray System 1
5040 Generator System l
5045 Ganarater Easiter System 5050 Gaarator Gas System l
l 5060 Seal 011 System i
1 5065 Generator Isolated Phase tua syntas 3
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$196 3205 Normal AC Lighta=g Systes 5210 Imergency AC Ligh:1=g systen 3215 Emergency DC Lightiss System 5220 250 7 CC Distribution Systes 125 7 OC System A-5A (Class II) 5222 5224 44 7 3C 3aserroir Make-up Systes 5226 125 7 DC Security Systes 5265 123 7 DC Systes A (Non-Class II) 3230 lightni=g P steeti n Systes 5235 Cattadic Protection System 5250 Site Ground 1=g Systes East Tracist and Freeze Protect 1=n Systs:i
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