ML20195F285
| ML20195F285 | |
| Person / Time | |
|---|---|
| Site: | Comanche Peak  |
| Issue date: | 09/30/1980 |
| From: | NPS INDUSTRIES, INC. |
| To: | |
| Shared Package | |
| ML20195F283 | List:
|
| References | |
| FOIA-85-59 MI-3-01, MI-3-1, NUDOCS 8606120033 | |
| Download: ML20195F285 (36) | |
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Maintenance & Inspection Dated Revision No.
MI No.
3 9/26/80 0
PROCEDURE FOR CONFIRMING FULL THREAD TITLE: ENGAGEMENT VIA EYE ROD MEASUREMENT FOR RIGID SWAY STRUTS SCOPE OF:
s 2
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' APPROVAL SIGNATURES 8
Original Issue
.1 Rev.3 7A 80 j
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Maint.enance & y Revision No.
Title:
Inspectio g ~
O PROCEDURE FOR CONFIRMING FULL THREAD
_No.WI # 3 l
ENGAGEMENT VIA EYE ROD MEASUPIt' INT FOR RIGID SWAY STRUTS Page 1 of 2 Date:
9/26/80 I
i A.
Forged Eye Rods:
l 1.
Determine sway strut size by measurement of rod diameter or checking size code forged into the eye rod.
2.
Verify design C-C equals or exceeds the minimum value listed in Table 1 or Measure L and determine if it equals or exceeds the j
minimum value listed in Table 1.
j 3A.
If C-C or L equals or exceeds minimum value, verify DL and DR do not exceed maximum values listed.
3B. If C-C or L is less than the minimum value, unpin one end of strut and verify by unscrewing rod ends that the ends are upset and/or are ibily engaged.
l TABLE 1l ROD SIZE STRUT SIZE C-C MIN.
L MIN.
DL MAX.
DR MAX.
3/4 06 19-3/8 9-1/2 5-13/16 6-9/16 1
08 21-1/2 10 6
1/2 7-1/2 1-1/4
.10 24-3/4 10-1/2 7-3/4 9
1-1/2 12 23-1/4 11 6-5/8 8-1/8 28-1/4 11-1/2 8-3/4 10-1/2 1-3/4 14 ot os
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Matatenance s
-Tnife'cdn Revision No*
T'tle:
I' PROCEDURE FOR CONFIRMING FULL 'DIREAD No.
MI #3 0
ENGAGEMENT VIA EYE ROD MEASUREMENT FOR i
RIGID SWAY STRUTS Pagelor p 9/26/80 L
[
B.
Fabricated Eye Rods:
[
I 1.
Determine sway strut size by measurement of rod diameter.
2.
If strut is Size 20, detemine if it is long pattern or short pattern by measuring E.
}
3.
Verify design C-C equals or exceeds the minimum val in Table 2 or measure L and determine if it equal e
the minimum value listed in Table 2.
O' AA.
If C-C or L equals or exceeds minimum value, erif do not exceed maximum values listed.
4B.
If C-C or L is less than the minimum value, unp n
strut and verify by unscrewing rod ends that the e y
upset and/or are fbily engaged.
[ TABLE 2l ROD SIZE E
STRUT SIZE C-C MIN.
L MIN.
FL MAX.
FR MAX.
3/4 06 '
19-5/8 9-1/2 5-7/16 6-3/16 1
08 21-1/8 10 5-13/16 5-13/16 1-1/4 10 24-1/8 10-1/2 6-15/16 8-3/16 1-3/4 14 31 11-1/2 9-5/8 11-3/8 2-1/2 5-3/8 20 (short) 31-1/2 13 6-3/4 11-1/4 2-1/2 8-5/8 20 (long).
38 13 12 14-1/2 24 41-1/4 14 12-7/8 15-7/8 I
3 4-1/2 36 54-1/2 17 17-1/4 21-3/4 FL M
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I one hormonp!ozo Qp$-
secoucus.newJersey07074 2 01865 6550 telex I41435 October 23, 1980 NPSI-12-1052 Texas Utilities Services, Inc.
P.O. Box 1002 Glen Rose, Texas 76043 y
Attention:
J.T. Merritt, Jr./R.T. Wolantejus Sg
Subject:
Texas Utilities Gen. Co.
(-
Comanche Peak Stm. Elec. Sta.
Units 1 and 2 Purchase Order No.
CP0046 A.1
Subject:
(PMI No. 3.1.2) Thread Upsetting on Welded Sway Struts Ref.:
NPSI-12-1016, TWX-12,489 Centlemen:
NPS Industries in-transmitting to TUSI (PMI No. 3.1.2, Rev. 0)
Thread Upsetting on Welded Sway Struts procedure for your use.
If I can be or.any further assistance, please do not hesitate to contact me.
Very truly yours, NPS INDUSTRIES, INC.
M Herman W. D'Errico Project Manager INFORV A" 0N nuo:nc A ttachments:
(1) 2 pages cc:
II.R. Rock, G&H 2L D.C. Frankum, B&R 1L J.T. Merritt, TUSI OL, IL,1A R.E. !!olloway, Gall 1L ffQy J. Oliver, NPSI O TUSI 1L e
0
Akin L4C Brown &Rootjnc)NDEXED I
~ ~~"~"
QUALITY ASSURANCE M"^ "
N
."CR No M-1889 QA RECORD NONCONFORMANCE RELNllM:lNCR)
I saostCT CPsts J08 NO 55119?
PAGE C8 (28 UNIT; STRUCTURE SYSTEM l
COMPONENT TAG.10 NLMBER LOCATICN CR (LIV ATICN RIR NO i
Pi e elev. 921' 0
1 lCT-1-013-004-0325} Support N/A Juadrant 00-270 N/A
$'Ttoony (3)NONCONFORMINGCODI{IgN 0
3.5.28.3 iM-5 PM.
Rev
, ARA tai coCsMcNT vicLArno FW#9 has grinding under-cut in base metal approx. 4" long, width 1-h", depth 1/16" to 3/32".
NOTE:
1.
This hanger is N.P.S. furnished GROWN & ROOT
- 1: O 2.
Hold Tag Applied l
R E C 1E ' '
EA-85-59 IN 0RNATONl
~F E B 4 1980 gg COPYar.
PPRV >+
lle REPORTED SY:
i 16 DATE ies 33EV1 P'"
VAL
' (101 QATE.
B. Snellgrove l 12 / 17/ 79 l
/4 //r/p_p m
'Ih PR(PARED SY-i 18) CA TE.
(Mt i V O SY:
I t12) CATE:
B. Snellgrove l 12 / 17/ 79 s gjfA
' /g /fy/ f=y F
.iI (131 OtSPOSITICN ASSIGNED TO:
tiet Out DATE:
IIS) CCRRECTIVE ACTION REQUtsT: CAR NO. ties AsME Ccot CLASS'
- 0. C. Frankum 12 / 31/79 C Recuired & Not Recuired l I V" No l
ti n oispositioN:
REwcAu atPAin ust As is v
SCRAP I
The extent of the grinding has not adversely affected the integrity of the fillet i
weld or the plate thickness. The hanger is acceptable as is.
1
$ $/?
0 l Y ' N c2 A (A // A eA r b s g19) D ATE.
12f5pA VIEW Appe i186 ChC $TRUCTION REVIEM ape 4QvAL ll/r/ro K AL.
' f a il DATE.
0/98c:
nA l
122)(4C REv4W' Appm6v AL
{I238 DATE f 2 41 i {vit PPROV AL l'l2 5) O A f t
!/ /// 70 l l~ DON u).0QM
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,6. (
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i 4 30
-J
/
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t actory CUnsat sf actory C Not Rec'd OA RECORD l
f2h QAg ENGR.iNsp vgplF' ION; (28)DATE
- RTN, QA REVIEW l
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1301 O Af t FILE NO.
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o
. _._ ____ _ __ _ 7. _ _
ll6d f4-/f$ $
pg A d';L GilWbs 8 NfflfrPC.
......In t ero f fi ce Memo ra n dum CPPA-3822 TO:
J. T. Merritt, Jr.
J nuary 10, 1980 DATE:
FROM:
R. E. Heim JOB NO:
SUBJECT:
NCR-M-1889 REF. NO:
COMANCHE PEAK STEAM ELECTRIC STATION 1981-83 2300 Ml INSTALLATION NCR. M-1889 By copy of this letter we are advising Brown & Root that the "Use As Is" disposition on NCR No.M-1889 is acceptable.
I g
Add-R. E. Heim Resident Engineer REH/DRH/ JJR/jg cc: ARMS iNFORMATION COPY PPRV e
a r... =..' s g
b
,.A INDEXED m,
uy Browna,Ront ine-
~
QUAUTY ASSURANCE DESIETMENT 11: NcR No
-2002 l
1A RECORD NONCONFORMANCE REPORT (NCR)
I f
PROJECT CPSES Joe No 331195 PAGE
_ 0 F_#
(21 UNIT STRUCTURE! SYSTEM COMPONENT TAG!l0 NUMBER LOCATION OR ELEVATION Rf A NO.
1 N/A Pipe Hanger CC-X-039-006-F43R Elev. 823'9" N/A (3) NONCONFORMING CONDITION CPM 6.9G 0
3*1 b"2 TE ORY 136 00CVMENT vlOLATEO; REV PARA Problem:
CMC #16173 requires F.W. 4 & 5 to be added.
These welds were made without a weld data card.
Cause:
Subject CMC was marked void on 2-13-80 per CMC #16321.
CMC #16173 was then reinstated on 2-14-80 by drawing a line thru the red " void" stamp.
Simultaneously on 2-14-80 CMC #16321, rev. 5 to traveler, was marked " error",
initialed and dated.
Note:
The person (weld symbol BGN) that made welds 4 & 5 was not qualified to to make a single groove weld without a backing strip.
las etEPORTED BY:
416)CATE
' 191RE '
~
I (10) DATE:
' Billy Sne11 grove
! 2 /19 / 80
- 7Vhh'
! J [488 171 PREPARED 8Y:
i 181 O ATE;
/ 11 Y: V i (121 OATE.
Donald R. Vogt 2 /19 40 I./re/
!dl /Jf//d f
i
~f (131 DISPOSITION ASSIGNED TO:
(141 CUE DATE.
115) CORRECTIVE ACTION REQUEST: CAR NO.'116) ASME CODE CLASS D.C. Frankum 3 / 4 / 60 0 Required E Not Required l 3 Yes _No i17) DISPOSITION REWORK REPAIR
_ USE A: L 15 an-r -
INFORMATON Issue a CMC to removlffAs' we85G COPY F
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DRAWING / IDENTIFICATION TAG /ID NUM3'ER LOCATION OR ELE 15' 10" S. 4-S & 5,v6TI0n RIR NO.
9 W. E-S AF-1-037-002-S33R AF-1-037-002-S33R SG. # 1 805'4" N/A NONCONFORMING CONDITION 2.5.3 TREND 8
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REPORTED BY:
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DISPOSITION RESPONSIBILITY:
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NONCONFORMANCE REPORT (NCR)
M-80-00161 Rev. I t'
UNIT STRUCTURE / SYSTEM ITEM / COMPONENT TAG /lO NUMBER LOCATION OR ELEVATION RIR NO.
805'4", 15'10" 5.
1 SG #1/AF (3700) Pipe Support AF-1-035-029-533h of 45, 9'9" 'i. of DS 2 s N/A NONCONFORMING CONDITION Ej Paragraph 3.1.2.1 of CEI-20 states:
that engineering approval is needed to drill y
through concrete reinforcing steel. The approval given for this drilling opera-o tion (meno page 3 of 4) allows drilling through probable template bar at SP/ depth.
E However, craft drilled through rebar at 2b" depth and notched rebar at 7" depth of E
same hole. This paragraph also states that carbide masonary bits be used for drilling concrete. Craft failed to change bits after cutting first rebar causing oz them to notch second rebar.
?w e
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CEI-20 5
3.1.2.1 REFERENCE DOCUMENT.
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Page 1 of 1
4 C0ftANCHE PEAK STEAM ELECTRIC STATION DESIGN CHANGE AUTHORIZATION f
(XIXX)(WILLtt0T)BEINCORPORATEDINDESIGilDOCUMENTS DCA fl0.
9091
.crxe m s m - x; mw 1.
SAFETY RELATED DOCUMENT:
XX YES NO 2.
ORIGINATOR: CPPE XX ORIGINAL DESIGNER 3.
DdSCftIPTION:
A.
APPLICABLE MM/DWG/IlMMTX 2323-s1-06?g REY. 13 B.
DETAILS After drilling for installation of exoansion bolts for oice support, AF-1-035-029-S33A. the followino oroblems have been revealed
- 1) One #8 vertical bar located in the wall face 1-4'-6" south of 4-S & located at 9'-3" west of D-S was accidently cut at elevation 805'- 11-1/2" 2) 8" tvoical embedded wall plate was drilled throuch at location in 1 above (detail A S-0786)
SOLUTION:
The condition as described is acceptable.
I2' UNI 4TinsT 4.
SUPPORTING DOCUMENTATION:
.NCR - M-80-161 Q PPRi I
5.
APPROVAL SIGNATURES:
DGS/bgf 11-17-80 A.; ORIGINATOR:
C, I, N-DATE #[/7/8e 8.
DESIGN REPRESENTATIVE:
h#e - -
DATE //-~/8 - 8 0 v
6.
VENDOR TRANSMITTAL REQUIRED: YES NO yy g
7.
STANDARD DISTRIBUTION:
E RA rda:Vif_Q E
4RMSv(Original)
(1)
E NOV191980 i
h Quality Engineering (1) y TS for Orig. Design.
(1) 1ECEIVE-
T ra
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Figure 16.1-1 INDEXED.'
BROWN & ROOT, I' g,rEs f
QA RECORD Quality Assurance Department NCR N0. M-2507 R. 2 Nonconfomance Report (NCR)
CPSES-35-1195 PAGE
/ OF JY
' DRAWING / IDENTIFICATIONTAG /ID NUMBER LOCATION OR ELEVATION !
RIR N0.
i
- See below
- See below Fab Shop
- N/A NONCONFORMING CONDITION i
NF-3271.5(b)
TREND DOClNENT VIOLATED:
NF-4711 REV.
PARA.
CATEGORY M-19
- CC-1-028-029-S33R, CC-1-126-015-F43R and SW-1-004-009-A33R It was found that spherical bearing adjustable ends could be completely removed from the strut body.
Threads on the adjustable ends were not upset in order to prevent ends from being removed. Also there are no sight holes r
in the strut bodies to determine thread engagement.
Revision 1:
Generic - Numerous struts installed without sight holes or upset threads.
Thread engagement between body and eye rod assembly is indeterminate.
Revision 2: Final disposition.
Hold tag applied
[ b REPORTED BY:
DATE:
REVIBJ P V ATE:ff[Ao/,'go 8/7f.
T IME:
L. W. Mansfield 9/18/80 JM/
9 7
DISPOSITION RESPONSIBILITY:
DISPOSIpH ASSIGNED TO:
TATND.:
ASME CODE ITEM:
l XX Yes No,
D. C. Frankum DISPOSIT ION:
REWORK REPAIR XX*
USE AS Is XX*
SCRAP RETURN TO VENDOR j
Partial disposition:
Verify all NPSI sway struts not yet installed in accordance with CP-CPM-9.ll.
OA RECORD Supports already installed sp ne hrtly.
CA REVIEW l
RTN.
4 c/// :79#/
See attached for final dis j
y
' iL C NO.
S/
/4/
LOL ALE NO.
I h*M7e a i
fI i
II)obY80 b'
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"%"W M M u (A, h " 9 L W trCJNG/INSJP. V OFI TION:
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CU.t" Y PM
g,g.,3&~id' Final disposition to b
I NCR M-2507
/
- Verify and either "use as is" or reoair as requir,ed.
Struts not installed - Verify per NPS Procedure MI-5, Revision 0, transmitted by NPSI-12-1053 dated 10/23/80.
Struts installed - Verify per NPS Procedure MI-3, Revision 0, transmitted by NPSI-12-1009 dated 10/2/80.
If threads are shown to be not upset they shall be upset as follows:
- 1. Coupling nut welded to pipe - upset per NPSI Procedure PMI-3.1.2 transmitted by NPSI-12-1052 dated 10/23/80.
2.
Coupling nut not welded to pipe - upset per NPSI Procedure PMI-3.1.1 trans-mitted by NPSI-12-1055 dated 10/23/80.
Above to be performed by NPSI personnel at the CPSES site under the auspices of their QA program.
All sway struts shipped from NPSI facilities on or after 10/20/80 will be identified with a k" five-pointed star stamp on each end to indicate verifi--
cation of thread upset.
r LNFORMATION COPY 1
s
- 6 ?( *&.
/
i
'i7 n :<
ops industn.es. inc.
g. ;;,,uy one hortnonplozo Op$,
secoucus.neu; Jersey 07094 201865-6550 telex 14-1435 October 23, 1980 NPSI-12-1053 Texas Utilities Services, Inc.
P.O. Box 1002
- Glen Rose, Texas 76043
- f..
- zU C
Attention:
J.T. Merritt, Jr./R.T. Wolantejus NOy Rs
Subject:
Texas Utilities Gen. Co.
p 8
Comanche Peak Stm. Elec. Sta.
-(M
/g80 Units 1 and 2 h? g Purchase Order No.
CP0046 A.1
Subject:
(MI No. 5) Procedure for Confirming Upset Threads for Rigid Sway Struts for 'nlSI Project (Struts not Inse,alled)
Ref.:
NPSI-12-1016, Thb 12,489 NPSI-12-1052, NPSI-12-0988 Gentlemen:
NPS Industries, is transmitting ~ to TUSI (MI No. 5, Rev. 0) Procedure for Confirming Upset Threads for Rigid Sway Struts for-TUSI Project (Struts not Installed) for your use.
If I can be of any -further assistance, please do not hesitate to contact me.
Very truly yours, NPS INDUSTRIES, INC.
.W Heman W. D'Errico Project Manager INFOkh[]h[
f
~
nuD:"'
Attachments:
(1) 4 pages i
CO.
'$;f
- <' r 1 cc:
H.R. Rock, GMl 2L D.C. Frankum, B&R 1L
[,
J.T. Merritt, TUSI OL,1L,1A R.E. Holloway, GaH 1L
't P%t J. Oliver, NPSI @ TUSI 1L
n.
.s a
LJ2!
l 196 il IOUEMGS, inu[-
'\\
N ggfp;. 6 'Kf.
^
/
O MAI!1TE!!ANCE & INSPECTIO:4 g,g g g
~
HI No.
Dated Revisicn No.
5 10/16/80 o
PROCEDURE FOR CONFIRMING UPSET THREADS TITLE:
FOR RIGID SWAY STRUTS FOR TUSI PROJECT (STRUT'S NOT ItISTALLED)
SCOPE OF:
MFORMITION lcopy I
j j
APP 307AL SIG:IATURES Original Issue Rev.1 Rev.2 Rev.3 N
O Author p,p I O 22 b
Approved N
y
i a v d Ed i s t.... v.
b kJ Maintenance 4 Revision !!o.
Title:
Inspec tion 0
PROCEDURE FOR CONFIRMIt!G UhET DIREADS No.
MT nc; FOR RIGID SWAY STRUTS FOR T.3I PROJECT Date:
(STRUTS NOT IIISTALLID)
Page 1_
of 1 10/16/80
-$ 0?l' 2 1.0 PURPOSE g
To verify that the sway strut threads are upset, and. rnvide measurements for verification of MI #3.
2.0 SCOPE This procedure is intended for use on TUCI CPSES Project Sway Struts shipped prior to October 20, 1980, which have not been installed.
(Inctalled struts will be verified using MI #3.)
3.0 ATTACHMENTS
'~
Table 1 - Sway Strut Eye Rod Size ( Attachment 1)
MI #5 Worksheet (Attachment 2) 4.0 PROCEDURE 4.1 Locate support and record mark nu.ber, detemine and record sway strut size by measuring eye ro<l and determine and record whether eye rod is forged or fabricated type.
(See Table 1) 4.2 Attempt to bacic out the eye rod.
If eye rod can be fully
~
unscrewed, the eye rod thread is not upset. If not, it' is upset. Record the condition,' upset or not upset.
4.3 If the eye rod thread is not upset, prior to its reinsertion, measure and record the L dimension, left and right eye' rod length, and E dimension (each side if fabricated).
(See Table 1.), Record measurements on MI #5 Worksheet.
4.3.1 Upset the eye rod per PMI 3.1.1 (if couplins nut is not welded to the pipe) or PHI 3.1.2 (if coupling nut is welded to the pipe) and verify upset as described in 4.2 above.
4.4 After the eye rod upset is verifit.: ::y attempted removal, stamp the eye rod with a 1/4" fiv6pcinted star and record this fact.
Sign and date the record on MI #5 WorkshE5 45 COPY PPRV:
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TALE 1
~
./'S.' 6 r[ 0 S' SWAY STRUT EYE ROD SIZE 17 STRUT SIZE EYE ROD SIZE TYPES 06 3/4" - UNC Forged and Fabricated 08 1"
- Ul!C forged and Fabricated
'10 1-1/8" - UNC Forged and Fabricated 12 1-1/4" - UNC Forged 14 1-3/4" - UNC Forged and Fabricated 20 2-1/2" - UNC Fabricated 24 3"
- UNC Fabricated 36 4-1/2" - 4UN Fabricated SWAY STRUT MEASUREMENTS FORGED t
J' L.
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Left 1
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Righ t. --t 1
Eye Rod Eye Rod Length Length FABRICATED
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3 nps industries. inc.
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secoucus.new Jersey 07094 2 01865 6550 telex M M35 October 2, 1980 t
NPSI-12-1009 Texas Utilities Services, Inc.
P.O. Box 1002 N....,%
Glen Rose, Texas 76043
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O' C
Attention:
J.T. Merritt, Jr./R.T. Wolantejus
/
86
Subject:
Texas Utilities Gen. Co.
4 Comanche Peak Stm. Elec. Sta.
4 Units 1 and 2
'Og P.O. No.
CP0046A.1
Subject:
Procedure for confiming Full Thread Engagement via eyerod measurement for Rigid Sway Struts 4
Gentlemen:
4 We are transmitting herewith NPS Industries MI-3 Rev. O
" Procedure for confir=ing full thread engagement via eye-rod measurement for rigid sway struts".
~
This procedure provides means for confiming full ensar ent by taking simple direct measurements. It is designed to tr. con-e servative in that it is based on an extra 1" for each T'.rged eyerod and li" for each fabricated eyered (based upon neminal dimensions) past full engagement for accepting a given condition.
These extra allowances allow for considerably more than the tolerances in the parts and therefore make the procedure corserv-ative.
It should be noted that if the procedure does not confim full engagement for a pirticular strut, there probably still is full engagement and further inspection should be perfomed to deter mine its full engagement.
If NPSI can be of any further assistance, please do not.hfthbt to contact us.
Very truly yours, NPS Industries, Inc.
/
Herman W.
r Project Manager HWD:pmr Attachments: 3 pages cc:
H.R.' Rock, G&H 2L
[J.T.Merritt,TUSIOL,1L,2A D.C. Frankum,B&R 1L R.E. Holloway, G&H 1L
_-.