ML19254E971
| ML19254E971 | |
| Person / Time | |
|---|---|
| Site: | Davis Besse  |
| Issue date: | 10/19/1979 |
| From: | Crouse R TOLEDO EDISON CO. |
| To: | James Keppler NRC OFFICE OF INSPECTION & ENFORCEMENT (IE REGION III) |
| References | |
| NUDOCS 7911050186 | |
| Download: ML19254E971 (67) | |
Text
-'
T/G
. TOLEDO EDISDN Rowo P. Cnoust wm w e-w m p19} 259 5221 Docket No. 50-346
' License No. NPF-3 Serial No. 1-95 October 19, 1979 Mr. James G. Keppler Regional Director, Region III Office of Inspection & Enforcement U.S. Nuclear Regulatory Commission 799 Roosevelt Road Glen Ellyn, Illinois 60137
Dear Mr. Keppler:
IE Bulletin No. 79-14, dated July 2, 1979, requested that we develop and implement an inspection program to verify that the Davis-Besse Nuclear Power Se,ation Unit I seismic analysis input of safety related piping systems conforms to the actual field conditions.
Our inspection of normally accessible safety related piping was completed September 21, 1979. Discrepancies found during the inspection were reviewed in accordance with the guidance provided in Supplement Nos. I and 2 to IE Bulletin 79-14.
On October 1, 1979 we submitted to you the results of our detailed engineering reviews for approximately 50% of the field inspection packages. Attached is our detailed engineering reviews for all remaining field inspection packages. These reviews indicate that none of the discrepancies found during the inspection of accessible safety related piping affect system operability.
Our schedule for follow-on analytical work required under Item 4B of the bulletin to support the results is also attached.
OCT 221979 "1 1oso ItC.
THE TOLEOO EDISON COMPANY EDISON PLAZA 300 MADISON AVENUE TOLEDO / OHIO 43652 'Y'
~
1265 160
e
, Based on favorable results of the completed detailed engineering reviews of our inspection of accessible safety related piping, we have established a high degree of confidence that Davis-Besse's seismic analysis acceptably conforms to the as-built safety related systems. Therefore, as proposed in our letter of August 1,1979 (Serial No. 1-81), Toledo Edison will delay the inspection of normally inaccessible piping systems until the spring outage currently scheduled to begin March 1980.
Yours very truly,
[
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RPC:CLM Attachments bj a/7 cc:
U. S. Nuclear Regulatory Commission Office of Inspection & Enforcement Division of Reactor Operations Inspection Washington, D.C.
20005 U.S. Nuclear Regulatory Commission Office of Nuclear Reactor Regulation Division of Operating Reactors Washington, D.C.
20555 1265 i61 m
O
, Docket No. 50-346
. License No. NPF-3 Serial No. 1-95 October 19, 1979 Seismic Analysis For As-Built Safety Related Piping Systems Response to NRC IE Bulletin No. 79-14 Davis-Besse Nuclear Power Station Unit 1 I.
Introd.uction NRC IE Bulletin 79-14, dated July 2, 1979, Revision 1, dated July 18, 1979, Supplement 1, dated August 15, 1979, and Supplement 2, dated September 7, 1979, require all power reactor facility licensees to verify that the seismic analysis of safety-related piping systems applies to the actual as-built configuration of systems. The action items identified in the bulletin apply to all safety-related piping, 2-1/2 inches in diameter and greater, and to Seismic Category I piping, regardless of size, which was analyzed by cocputer.
Ihe response to Item 1 of the bulletin was submitted on August 1, 1979 (Serial No. 1-81).
A partial response to Item 2 of the bulletin, describing the inspection procedures and discrepancies reviewed prior to September 30, 1979 for n,ormally accessible piping systems, as defined by the bulletin, was submitted' on October 1, 1979 (Serial No. 1-93).
This report provides a complete response to Item 2 of the bulletin and for the normally accessible piping that has been inspected, it provides a response to Item 4 of the bulletin.
II.
Action Item 2 For portions of systems which are normally accessible, inspect one cystem in each set of redundant systems and all non-redundant systems for conformance to the seismic analysis input information set forth in design documents.
Include in the inspection: piping run geometry; support and restraint design, locations, function and clearance (including floor and wall penetration); embed =ents (excluding those covered in IE Eulletin 79-02); pipe attachments; valve and valve operator locations and weights (excluding those covered in IE Bulletin 79-04). Within 60 days of the date of this bulletin, submit a description of the results of this inspection.
III. Response Inspection of all normally accecsible safety-related piping as defined in the bulletin, including both redundant trains, was performed as described in our response to Item 1 of the bulletin.
The inspection teams began the walkdown inspectionr at the site on July 30, 1979 and completed the effort on September 21, 1979. Preliminary evaluation of the discrepancies discovered by the inspection team have been completed and the results indicate that none of these discre-pancies adversely affect system operability. Detailed engineering reviews of the walkdown inspection packages have been completed. Discrepancies identified by both the inspection team and the stress analyst have been tabulated and are shown in Attachment 1.
This tabulation includes the dis-crepancies that were previously submitted on October 1, 1979. Detailed engineering review of all discrepageies are complete and support the pre-liminary evaluation that the operability of safety-related systems is unaffected _by these discrepancies.! -
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i.
IV.
Action Item 4 If nonconformances are identified:
A.
Evaluate the effect of the nonconformance upon system operability under specified earthquake loadings and comply with applicable action statements in your teghnical specificatione including prompt' reporting.
B.
Submit an evaluation of identified nonconformances on the validity of piping and support analyses as described in the Final Safety Analysis Report (FSAR) or other NRC approved documents. Where you determine that reanalysis is necessary, submit your schedule for: (i) completing the reanalysis (ii) comparisons of the results to FSAR or other NRC approved acceptance criteria and (iii) submitting descriptions of the results of reanalysis.
C.
In lieu of B, submit a schedule for correcting nonconforming systems so that they conform to the design documents. Also submit a description of the work required to establish conformance.
D.
Revise documents to reflect the as-built conditions in plant, and describe measures which are in effect which provide assurance that future modifica-tions of piping systems, including their supports, will be reflected in a timely manner in design documents and the seismic analysis.
s V.
Response
The discrepancies identified by the field inspection and the stress analyst are arranged in Attachment 1 by system, stress calculation number and pipe support or anchor number. As shown in the attachment, an engineering review has been made as to what kind of reanalysis, 11 any, is required to make the as-built configuratior of the piping and supporting systems agree with the design.
This reanalysis may consist of a structural calculation for a pipe support or anchor, a hand calculation to evaluate the affect of a relocated support, or a complete reanalysis of a piping system. After the required reanalysis is complete, the determination will be made as to the necessity of any field rework.
If at any time, this reanalysis results in a conclusion that a deficiency exists in either the piping or its supporting system that affects system operability, applicable technical specification action will be taken.
The earliest projected completion date for reanalysis of the piping and support systems is February 1,1980. A report on the results of the reanalysis is presently scheduled for mid-February,1980. The current completion date for revising engineering documents to reflect the as-built conditions in the ctation is March 1, 1980.
To assure that modifications are reflected in the engineering documentr, all modifications to safety-related piping systems, including their supports, are made only by a Facility Change Request (FCR). Prior to the start of any physical work, the FCR is forwarded to engineering for detailed design. The required engineering is then performed, including: field routing of piping, field location of supports, stress analysis of piping, design and/or revisions to supports, and issue of drawings for construction. Once the rework is completed at the site, engineering documents are updated to reflect the as-built configuration.
265 i63
e ATTACHMENT 1 Response to NRC IE Bulletin 79-14 The discrepancies identified by the field inspection effort and the detailed engineering reviews are listed on the attached sheets.
The stress calculations are grouped by system and the description of all the discrepan-cies identified that appear in each stress calculation are tabulated accordingly.
If, for a given stress calculation, no discrepancies are noted, reanalysis of the calculation is not required.
If a discrepancy is of small significance and affects only a pipe support or anchor, the support itself is reanalyzed.
If found adequate, a drawing change may be required. This required reanalysis is indicated by a single asterisk (*).
If a discrepancy includes location of supports beyond the established tolerance, a simple hand calculation to evaluate the affect on the pipe and adjacent supports will be performed.
This required reanalysis is indicated by two asterisks (**).
If a discrepancy includes use of preliminary valve weights in the analysis, different response spectra to be considered, missing piping supports, etc.,
the stress calculation will require a complete reanalysis. This is indicated on the following sheets by three asterisks (***).
e
FACE 1 MJL
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SYSTEM '
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NO YES IF YES, btSCRIPTION OF DISCRIFANCTES l
l 41A 3
33D-19-I17 Welds set ta accordance with N-190-E03F*19164 E3D-19-E28 Welds not to accordance with M 1WE03F 19274 I;
ERD-19-D0 Welde/esafiguration act ta accordance with m-190-503F 1929-7 Anck r A221 noved l' 1" towerds West e
i 3A P< U4 moved l'4" towards North l
EC, W3, 34, the supports are added II E3D-19 Ele sewed l' 11" tsaards West 34 RED-19 39 moved 14" towards East 34 ERD-19 E10 naved 16" tamards saat I
I l
Evolmation Tes I
j 40A 4,5 ER8-2-E29 Welds not ta accordance with N-1W103J 128-3 ERD-19-349 noved 13%" South E3D-19-I136 noved l'4" ap (was below floor) 19-09 noved 5'4%" doea A309 noved l'-2" West I
2.g27 anved 2'-2" South Weight of valves 362-2 and 362 3 moed La the analysis l
differs from the vunder supplied weights 1
Evaluation Tea 1,
e f
I
' 403 3
33D-19-E55 Plate staa act shown on n-190-8035-1934 3 E1D-19-E56 Flate else act shown on M-190-8033-1954-4 IID=19-E142 Welds act la accordance with M-190-E033-Al%1-2 ESD-19-5154 noved West 16" E3D-19-E147 act tastalled EBD-19-5145 enved 2'-4" West and l'-2" South 3A E3D-19-572 anved 19" toestds West I
Evelmation Tes X
4CC 4
Anchor A-294 pipe notch cut into Support for drata line Aack. A-372 pipe notch est into Support for drain line Er AQ-38 Weida act ta accordance with M-190-5035-10207 4 EBD-102-36 ved 131/16" East E55-1O59 a' E10 La accessible 4
i ee 2
Erstention Tes I
1265 165
SY DATE y
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IE SUMETIN 79*16 DESCRIFTION OF IFIFECTION RESULTS
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!U, fb DISChtPAPCitt yo ng.
17 Yts, OttC11tT10m Cf DISCtztANCtti i
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120sl 5 Anchor A-2 not tastelled I
I Evaluation fee I
t g 11JD 5
i no titeerepanctee l
t i
X Ivaluetton I
Do I
120E 5
Ebb-2-536 Structiere! Member set ta accordance :dth I
M-1W503J-13 5-2 E3D-19480 Welde not in.accordance with M-190-503J-1979-5 e,
katre Support B "A" 1scated between EBB-2-Elk and E31-2-519 f
Anchor A-2 not taetalled weighte of valve 362 A used in emelyste differs from vendor supplied weid t h
I Evelsation Tes I
t I
- 120c ? 5 E30 19-5105 structural shadier not is accordance with f
M-190-503J-A1906-6 l
E30-194107 structural Mmmber act b accordance with l
M-190-503J-A1906-4 t
l E5D-19-51'.8 Structural Mmmber act ta accoraance with I
M-190-EC3J A1917 5
.i 19-5116 mvad l'-3" Couth I
J f9-5100 moved l'-3" Esat A-509 moved l'-2" East Pipe Seyporte E3D-19-5104 and 3105 epaa the seismic jotat b
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I Evaluation fee I
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l f 120H I 5 E3D-19-E82 configurettos/ structural Meter act is accordance i
with M-190-503J 235 2 j
i EED-19-598 Wolde not ta accordance with It-190-303J-1997 6 i'
19-E91 mrved l'-A%" Bortheast Suppotte ta arnae 7 & 8 Ravelope ased be -
9-4 e
I Evaluation Yes I
120A 5
Es3-2-57A welde met to accordance with M-190-503J-206A-1 l
Support 2 58 moved 2'-0" South i
Support 2-56 avved 3'-7" South Support 2 56A moved l'-5" South e.
3 Evaluetten tes 3
g 1265 156
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I FACE 3
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M DATtd.'//)M It SUL1211N 7914 DESCRIPTION OF INSFEC70N RESULTS e/,r/N aterzD Dm f b ILITY MAIN STEAM SYSTEM e
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Rl No Yts IF Yts DescalPT!on of DisCRIFAucIts 120c 3
E38-2-511 Wald met to acce. dance with M-thl'.03J 216 3 e
3 Evaluation fee I
10A 1
(A*11 moved 4'*2h" South 88 10 noved 3'.6" East (Saubber sely)
Weight of the velves 3109 2 and FV*101 seed la the analyst.
dif fers from vender supr11od weight ee.
I Evaluation Yes I
103 2
E38 1-51-18 eaubber eyelet pede are endersised 1331.$tc.Y braced toested on opposite side of support Eastratet (anchor) et ahtold butiding well St.18 anved 3'.81/8" Bast valve 3109-1 (valve setsht)
Velve FV.100 (Tate' eetsht)
Weight of the Tales. 3109-1 and FV-100 meed ta t he analysis differs from vendor supplied weight e.*
I Evelaation Yes I
120 F S
ESD-19-E125 weld not ta accordance with M-190-303J4-A1924 ESD-19-5128 eield act la accordance with M-ISB03J4.n927 e
anchor A221 anved l'=1" towards West 19-E.124 noved l'-2" South Watsht of valve B62-1. used la analysis differs from vendor supplied setsht ew I
Evaluation
, Yes I
g 1265 161
FAf:E OF, Q _
31 D471 b, It SUL12 TIN 7914 DESC11FT10N OF 11t3FECT10N RE$t'LTS 1
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DISCRIFANCIES "3
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t0313ER 50 8
n No YES 1F TIS, DESC11FT10M OF DISCRIPANCIts is 6
ISD-14-El Welds not ta accordasco with M-190-306F 1400-8 4
EID '*-57 mot ta accordance with u-1*0-506F 1406 4 s
4 e
e
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I Evaluation Tes 3
1C 6
EED-14-E17A Welde est in accordance with M-190-E17A*14165-4 ESD-14-Ella Welds not to accordance with M-190-306F 1418A-4 I
53Dd4-E16 3 pane Areas 7 and 8 I
Evelmation Tes I
I s -
^ 23 3 6
j E3D-16435 enved 14" south i
EnveloFe of arena 7 and 9 abould be esed in the analyste I
1 Evaluation Yes s
2C f 6
Extre Ranger located so 6" - BBD-137 between Aacher AS and EBD-137-58 j
ERD 14-E90 noved l'-9" South i
ESD 14-574 moved 2'-10" East I
ee 1
Evaluation Tes I
i 23A 7
e 1 l Evelmation I
Bo i
i i
233 7
i e
I Evaluation I
Bo 4
2.)C 7
53D-172-E5 Bot is accordance with M-190-306C-27204 7 t
Extra Su,yrt U3-1 located between IBD-22-E5 and 53D-22 E8 EBD-27243 coved 14 3/4" down g
vetsht of velve A25-1 esed ta ana?yste does not agree with l
t vendor suPFled weight I
Evel ti
,ee i
l Lu
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1265 168 i
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FACE I er e
3Y M nATEI h IE BULLETIN 79 14 DESCk1FT10N OF INSFECTION REST 1.TS OtECKED tm f
SYS!IM STEAM CENERATOR DIAINS YSTEM Ek
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E =E NO.
KO YES IF YES, DESC1tIFTION 07 DISCRIFANCIES 641 8
Anchor A021 enved 8" West and 13%" Down EBD-61-L41 noved down 2'-0" ESD-61 h43 moved 2'-0" West E3D-61-B42 noved 18" West s
E3D-61547 meed 15" South t
I I
Evaluation Yes X
i l
- 64A I
g Welsht of volve 315-2, esed la the analysis differs from i
vendor supplied weight a
h Envelope of areas 7 and 9 should be considered in seismic analysta e
.++
j I
Evaluation Yes I
l 6
MB 8
E8D-61-5-6 noved 2'-3" Berth E5D-61-E53 noved 4'0" East Setemic curves for ares 8 abould be used La analysis e
X Evolustion Yes I
MC 8
EBD-61-513 configuration / clearances not in accordance with M-190-u073-6112-6 l
13D-61-59 moved l'-7" West EBD-61-B11 moved 3'-3" West 8
g EBD-61-E12 moved 2'-0" East E3D-61-513 noved 2'-0" East I
l Evalua tion Yes X
l 64D, 8 Anchor A-16 moved 13-1/8" N,rth I
g Valve A85-7 (welve weight)
Yalve 315-1 (valve weight)
Setssic Joint 9tiematch
[
Veight of valves A85-7 and 3151 used in analysis differs from j
vendor supplied weight.
Ravelope of armaa 9 and 7 should be need La setente analyste i
e 1
Evaluation Yes I
l 64E 8
Estra banger located between E8D-61-520 and E5D-61-B66 Anchor A016 moved North 13-1/8" Eavelope of armaa 7 and 9 should be used La seismic analysis e
I Evaluation Yes X
i MT S
Anchor A015 moved l'-11" East I
Evaluation Yes I
645 1 8
lanath of pipe tacreased by 3'-6" anchor A020 noved l'-11" East dacher A021 moved B" West and % ' t m e.
I Evaluation Yes I
_s F
i 1op. m e
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I
fat 2 6
tw 62 e
BY k DA 2E SU1,12 TIN 7916 DESCRIFT70N OF 2NSFECT10N BZ$ULTS v
OtICKID DATT 16ft n
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i NO YES IF TES, DESCRIPTION OF DISCRIFANCTES 423 9
E3D-12-SE20 Structural seember act in accordance with I
C-619 t
E3D-12-SE21 Structural 30 amber mot in accordance with 3
l
}
C-619 8
Extra Support UR 1 located between E3D-12-8127 and EBD-12-SE13 i
l 12-5130 noved l' -8"S.
12-8139 moved 12k"E.
12-8140 moved 12k"E.
12-5142 moved l'-4 3/4'13.
The wetSht of valve 15-1 maed in seismic analyste differs from vendor supplied weight.
I Evaluation T
I 42D '
9
&acher A-171 moved 5'13/4" saat Weight of valve A15 2 differs from vendor supplied weight i
eee e
i I
Evaluation Tes 1
a l
l P00R BRGML i
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i 1
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1265 170 i
w w wenn e
FACE 7
flF at iv % A-.4n f/u/w 1E BUI.12 TIN 7914 DESCRIPTION OT INSFECTION EZ3ULTS Y
Ot1CK!D DATE
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OI IF ATFT.rir' bI UE d EO hO RETT R in Eh "wg5 :
t ma as.h Wg3 3 g3 $$
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5 DISCREFANCIES f Lv
-31. met NO vES IF YES,1>ESCRIPTION OF DISCRZ7ANCIES I1191 25 53C-44-E5 Additional Lead Attached i
ECS-49-31 Welds not in acce cdance with Granac11 SK. 3-4900 BCB-49-E2 Welds not in accordance with Crinnell SK. 5-4901 3CS-44-3-10 noved 13" South s
t 4
l ECB-44-5 7 moved 14%" South EC3-44-E-2 noved 15" Up I
I I
l Support ECB-44-510 Spans areas 7 & 9 Envelope of these l*
2 areas should be conaldered in analysis.
i i
Evaluation yes a
f a
'119D 25 BC-74-E3 Welds not in accordance with Crinnel! $K. 11 7402 DC-74-B10 Welds not in accordance with Grinnell SK.11-74G EBC-74-811 Welds not in accordance with Grinnell $K. 11-7410 UC-74-E13 Welds not in accordance with Crinnell SK. 11-7412
]
DC-74-E14 Welds not in accordance with Crinnell SK. 11-7413 33C-74-E17 Welds not in accordance with Crinnell SK. 11-7416 i
l Est-a Support No. 2 located nest EBC-74-E3 l
EBC-74-518 noved 13" South 4
BC-74-511 moved 20" south I
Evaluation yes a
a l
I e
25 ERS-16-81 Welds not in accordance with M-190-E29-1600-3 l119E E15-16-E2 noved l' 10" porth
- e F7aluation yes s
a l
1, I119u 25 Estra support No.1 located nest to DC 73-E9 I
C Evaluation k
no a
a e
i
- 1191 25 Evsination a
ao a
I s
e 119J 25 B C-73-54 Welds not in accordance with Grinnell SK. 11 7303 DC-73-E7 Welds not in accordance with Grinnell $K. 11-7306 l
BC-73-38 Welds not in accordance with Crinnell st. 11 7307 l
i I
Evelsa tion vesa n
119K 25 EBC-73-E6 Welds not in accordance with Crinnell SK. 11-7305 Evaluation yess s
e l
b<
1265 171 i
e
rau o
be v,
BY DATE k
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IE BUL12 TIN 79-14 DESCRIPTION OF INSPECTION EZSULTS CutCxzeOd-are to/ts/7f s45L 5
REACTOR CC01Mr (EULIN AND CASEOUS QADidASTz g
SYSTEM 8E E
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DISCREPANCIES 34yQ*
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2 NO vr$
Ir vrs, t>rseulntow or elscuranetts 74A 49 EEC-33-E3 Configuration tot ta accordance with M-190-540C-3304-2 ESC 42-R1 welds not in accordance with M-190-540C-4200-8 ESC 42-E2 solds not la accordance with M-190-540C4201-8 g
4 I
ESC 42 E26 eelds est in accordance with W190-340C-4225-5 ISC4-2129 configuration not in accordance with M-19%H40C-4228 4 ESC-4-2-532 eelds not ta accordance with M-190-340C4231-7 e
ESC 42 5433 configurettes est is accordance with M-190-340C-i 4
42344 ESC 42-536 seide not in accordance eith M-190-340C4235-6 Entra support 151-1 loce*ed next to RSC42-537 Estra support 1N-2 between 3:042-E33 and ESC 42-E34 BCR42-E27 anved 13" East BCR41-E29 noved 12 7/8" West BCR42-E28 moved 15%" East BCR42-E33 m end 10'-9" South ECR42-E34 moved 16" south Weight of valve 5711 3 8 used ta analysis differs from vandor supplied weight Envelope of 7 and 9 should be need in analysis gee t
E Evaluation Tes I
788 45 ESC-84-E2 eelds not ta accordance with M-190-E40C-8401-9 49 RSC42-E9 welds not in accordance with M-190-340C4206-5 ESC 42-511 selds not ta accordance with M-1"0-H40C-4213-7 ESC 42-513 confituration/ welds not ta accordance eith M-190-540C4212-6 Estra support located beteesa ESC 42-El and ESC 4t-B18 Estre espport located between ESC-131-54 and ESC-131-55 ESC-130-B1 saved 12 7/8" East ESC-131-E3 anved 14 5/8" West Weight of valves PST 1801 and 365-36 ased in analysis differs from vendor supplied seight I
Evaluation Yes I
78C 49 Evaluation I
No I
I 1265 :72 9
~~-..u.
s It twLIETIN 7914 DesCRIFTION OF IN5FCCTION U.3 ULT 5 omCun 0s.2 Mn4/sehf o
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IF 4FFECT I-k U h gf "h b
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atow g-as
$3 ffkf 5
N0 YIs IF YES, DESCRIPTION OF 21SCREPAMCIIS 1
$44 48 arvelope of 7 and 9 should be ased in satanic analysis Evaluation y$
a a
58C 48 40 BCC-85-E5 noved 12%" down Emvalope of 7 and 9 ebould be used in soienic analysis Evaluation yT z
a 58D 48 35C-19-R5 Welds not in accordance with M-190-3403-1904-2 ESC-19 I7 Welds act in accordanca with M-190-5405-1906-2 ESC-19-E8 Welds not in accordance with M-190-5403-1907-1 ESC-19-B9 Walde not ta accordance with M-190-5403-1908-2 40 E'O 19-12 unved 11'-8" West 40 Ese: 19-a6 noved 13" West 40 RSC 19-E9 noved 14" West e*
Evaluation yea a
a I
e, 1265 173 m
=
me a
s e
FACE e
OF at b DATE BY IE BUL1ZTIN 7914 DESCRIPTION OF INSFECTION RESULTS CHECKED tatt NSN D
5 SYSTEM SYSTEM MATEP AND FURIFICATION g h CFE m m 5 "g8 2
Ir ArrtCTr-g hg --.--
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unAnx d,
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w hh h 50 YES 1F YES, DESCRIFT10E OF DISCREPANCIES 31 ECC 2-E3 lowered 15L" 81 27 Evaluation Yes X
I e
693 28 ECC-36-El Welds act in accordance with N-190-0 1D-3600-4 EC*36-57 Welds not to accordance with M-190-01D-3606-4 EC 36-511 Configuration / Structural Members not in accordence with M-190 0 1D-3610-7 BCC-36-E*2 Structural Masbere not in accordance with M-190-010 3611-6 BCC 36-513 ConfiBurstion/ Structural Mosbers not in accordance with M-190-01D-3612-5 ECE 36-E14 Structural Musbers act ta accordance with M-190-01D-3613-5 BCC 36-E16 Structural Members not in accordance with M-190-I31D-?415-3 EC 36-E19 Structural Masbers not la accordance with M-190-01D 3618-10 BCC-36-512 moved 18-4" up ECC-36-511 noved 13" up S.A.
Support ECC-36-15 spana Seismic jotet e**
Evaluation Tes 1
I 69C 27 CCS-13-B1 Structural Masber not in accordance with 28 M-190-0 1D-1300-5 CC3-13-E2 Confi uration mot is accordance with M-190-E31D-1301-5 S
tra-13-94 Welds not in accordance with M-190-01D-1303-8 CC3-13-E3 Welds not in accordance with M-190-01D-1304-8 CC3-13 511 Welda not in accordance with M-190-01D-1510-4 (YB-13-E26 Welds not in accordance with M-190-01C-1324-1 CC5-13-E28 Welds not in accordance with M-190-01C-1326-2 Estra $.triert ITE-1 loested next to CC3-13-E27 tutra Suputt trE-2 located aest to CC3-15-E28 Anchor A Se8 moved 3'-4" West CC313-E25 moved l'-0" South than l'-2k" East sleet pipe around elbow CCE-13-E11 noved 12%" East Wets t of the two 511-3 amed ta Seismic analysis differs from h
vendor supplated seight.
Ld Fire supports 33 CE313-34 and M3 spans the seisaie joint between areae 7 and S eee I
Yes I Evaluation 1265 174
f*TEhk SY e
IE RULLETIN 7913 DESCRIPTION OF INSFECTION EISULTS taTr#[/$[7f 01ECKED BYS TEM MARTCP AND ptRIFICATION g
h 0 ERASILITY E
E 5
g3 St Ir ATrrn r'.
i g U
d EO Ulf REFEK in g5 e
t, U RtMA,r y
"3 3 dE N E'hk"E UU 68 %kl.
U No.
DISCREFANCIES E
NO YCS IF ES, DESCRIPTION OF DISCRIFANCIES 69D 29 Extra support E "A" located between Anchor A368 and CC3-15-E3 Extra support E *s" lasted between CC3-15-E5 and CCD-15-56 Anchor A368 meed 3'-4" west 31 CC3-15-35 anved 3'-5" East 31-CC3-15-E8 taaecesstile for inspection 31-CC3-15-59 inaccessible for inspection
- e 1
Evaluation Yes I
, 69E 28 Extra taaser E "C" located between Aacher A68 and WCC-36-E21 g
I l
31-ECC-36-E22 moved 17" East 31-ECC-M-E24 inaccessible for taspection 31-EC-36-E25 taaecessible for taspection ee I
Evaluation Yes I
l
[
(SA) 80C !
26 31-ECC-35-E103, 5104 act accessible ee 1
Evaluation Yes I
70 26 31-CCB-9-El located ta Area 9 e
I Evaluation Yes I
I 70A 26 BCC-35-5-13 act installed I
l I
Anchor A-166 structural maabers not in accordance with C-882 i
ECC-1-53 selds/strucutaral members not in accordance with M-190-E315 102-7 I
Ecc-1-53 selds not ta accordance with le '90-E313-109-5 ESC-66-58 welds not ta accordance with M-190-E315-6614-6 RSC-66-B15 selde/ clearances not ta accordance with M-190-R313-6614-6 ESC-66-E23 clearance act is accordance with M-190-R315-6622-2 31-ESC-66-58 moved 13" East 31-RSC-66-514 noved 13" West 31-ESC-66-E21 noved 13" East 31-ESC-66-E23 noved 23" East 31-ESC-66-E22 no hanger drawing act on math andel Anchor A127 ao hanger drawing 16 3/4* East 2 Bangere shown amar A127 act on stress tao 1
Evaluation Yes I
1265 175 e
FACE 12 Oy M p untd W sY IE SU11ETIN 79-14 DESCRIPTION OF INSFECTION RESULTS b
N 3[7f CHICKED DATE bm m minCATION h
g SYSTEM D b CPERASILITY
~
E R
l 1F ArrECTen 8
U hChh h E Er.IR TO EEF g
U I a e. E N0 TES 1F TES, DESC1t1FT10W OF DISCRIPANCits 6
ESC-66-516 eelds not in accordance with M-1WE313-6619-7 69A 26 38 32 ESC-66-E26 etrucutural meeSer mot in accordance with M-1WR313-6615-2 ECL-5-15 eelds not ta accordance with M-1WE31D-504 3 ECC 5-57 eelds not in accordance with MalWEE%506-2 ESC-62-51 eelds not in accordance eit M-1SE31D-6200-2 ESC-62-E2 configuration act in accordance with M-1 W E31D-6201-3 Extra banger W1 1:aated between anchor A-4 and BCC-124-54 BSC-71-E3 structural member act ta accordance with M-190-540C-7102-3 ESC-71-54 eelds not f,e ac., ce with M-1 & a40C-7103-5 ESC-71-E6 eelds/ configuration act in escoriance with M-190-340C 7105-3 ISC-71-E8 eaabber pistaa po.altion act ta accordance with M-190-560C 7107-4 ESC-71 B10 enubber piston positten act in accordance with M-1WB40C-7109-1 ESC-71-B13 configuration act ta accordance with M-1WB40C-7112-2 ESC-5-56 saved 15%" North an breach line Weight of the valte PSV-1893 amed la analyste differs from vendor supplied weight Envelope of areas 7 and S ebould be asad ta maalysis Evaluation Yes I I
9 1265 176 c
I
\\
\\
sv MM un fl_HI>f 2 suurnN n-la nesentm0N or 2NsrrCn0N mtsel.rs ottCxzo M _ tanTM/79 k g 9
8""
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IF ATTrrTM g
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nisCREFANCIES 3 E3 $$ $U NO.
g M.
- l t 55 85 au s
a
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NO Yts IF TrS, DESCRIPTION oF DMCRIPANCIts 32E 30 GCB-8-E2 Sprios travel stops still tastelled 31 GC3-7-87 Structuret member act la accordance with N-190-R33C-706A-3 GCB-7-M9 Configuration not in accordance with N-190-R33C-708-3 IEB 8-H6 noved l' 10" south GCS-8-RS moved 2' 4 3/16" south g
Weight of valves EV DutB and 897-1 used in the analysis differs from the vendor supplied weight.
Invelope of areas 7 6 8 should be moed in seismic analysis a
Evaluation yes a
32C 31 tavelope of areas 7 sad 9 should be used in analysis u
Evaluation yes a
32B 31 Invelope of araae 7 and 9 should be moed to analysis I
m Evalua tion yes a
1 L
i 1265 177 4
SY i
CATE It DUL12 TIN 79 14 DESCRIPTION CF INSFECTION RESULTS V
g CHICKED b !
DATT d
D SYSTEM SYSTEM IEW FRESSUlt211tJECT10N g$
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.5 DISCRIFANCIES h E I n. 2 ES 88 2
l No YES IF TES, DESCRIPTION OF DISCRIFANCitS i
l 183 33 CCR-1.E5 moved 8 3/4" West OCB-1-57 anved 8 3/4" West l
CCB-1-Ell moved 2'-2" West Evaluation Yes a
I 4
18F j 33 GCB-10-517 noved 18 3/4" West CCB-10-816 moved 12" West CC3-20-E10 noved 15" porth l
Envelope of areas 7 6 8 and 9 nahould be used in the analyste I
Evaluation Yes I
- I l
the setsht of valve 356-3 used in the setemic analysis differs l 458 l 33 from vendor supplied weight.
i i
l-Eavelope of areas 8 aad 9 should be in the analysis, e**
i t
I Evaluation Yes I
t
't i 45C 33 aC3-36-58 moved 13%" East ECB-36-B6 apud 3'-7%" North j
tachor A-067 noved 24" down Support 333-EC336-B7 opans areas 7 and 8 l
X Evaluation Yes K
l I
I 804' BCC-35-B3 selds not in accordance with M-190-E313-3502-7 37 l
BCC-35-E5 Clearances not in accordai.ce with M-190-O 13-3504-4 l
E C-35-E19 Bot tastalled 3CC-35-E22 Welds not in accordance with M-190-O13 3521-5 e
i' QCB 1 0 6 act tastalled I
I Extra Seppert located east to CCB-1 El l
8 i
l 33 3-ECC-56-E12 includes cm = 0 mot in stress iso.
i i
OCB-1 12 moved 12k" down l
l CCB-1-0 2 moved 13%" North BCC-34-54 noved 21" op 3tC 34-E2 noved 21 3/4" up Weight of the following valves used in seismic analysis differs from vendor supplied weight:
3135-1.28 IV-DE 134. 133 & 145 I
Evaluation Yes 1265
- 78
av M M Don'l/9/;4 IE SUL12 TIN 7914 DESCRIPTION OF IN5FECTION RESULTS OtECKID b !
D4R Th/
v k !
"Mitm-systEn mCw nEs m r w r m s 5"y g5 c
IF AtrtrTr=
8
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ee o
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=
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- 3 "3 I
U NO' U y-53 $5 s
a DISCRI?ANCIES E s2 NO TES 1F YES, DESCRIPTION OF DISCRIFANCIES 53 32 Anchor 1055 moved up 14%"
CCB-19-B12 noved up 2'-1%"
CCh-2-E18A moved up 10%"
0:3-19-59 meed 13%" aast CC3 19-E7 moved 2'-6k" aorth Y
CCS-19-E8 anved 18%" more Fipe CC319 (57 & E8) was T-8%" long CC3-19-56 moved 12k" east CC3-19-15 moved 12 7/8" east Anchor AD M in area 8.
Envelope of 7 & 4 aneds to be used ta analysis Weight of the estres 37-1 6 37-4 esed in the seismic m1ysis differs from vendor supplied weight.
I Evaluation Yes I
54 32 cC3-2-E17 Welds not in accordar.ca with M-190-03D-216-8 CC3-12-Il Walde not in accordance with M-190-E33D-1200-2 CC3-19-E2 Configuration not in accordance with M-190-03D-1901-8 CCV-19-0 Welds not in accordance with M 190-03D-1902-8 0:319-O moved 6 5/8" aast Bau banger E-2 installed 4'-11k" east of CC3-19-El CC3-12-El moved 14 3/8" west support E3 spea joint.
Envelope of 7 & 8 aseds to be used in analysis I
Evaleation Yes 1
56A 32 CC3-2-57 Structural Members not in accordance with M-190-03 D-206-5 CCB-2-E11 Walds not la acco: dance with M-190-03D-210-6 Extra Benger UE-1 located between Anchor A-46 cad BCC-124-E4 Envelope of Areas 7 & 9 aseds to be used ta analysis CC3-2-512 saved 12 3/4" Borth Evaluation Yes I I
Seal 32 CC3-2-0 Welds not in accordance with M-190-03D-202-5 E tra Banger 15-3 located between CC3 2-34 and CCD-2-E5 CI:3-2-54 anved 23%" north Anchor 4-055 noved up 14k" Evaluation Yes a m
5432 32 The weight of the velve ET-EF23 used ta the analysis differs free the vendor supplied weight.
Bavelope of Aress 7 & 9 seculd be seed in the analysis, ee.
I Evaluacion Yes I
1265 179
FACI 1A Or n h
BY DA IE But1ZTIN 79-14 DESCR1F110N CT 1hSPECT10N EZ$U1.75 V
curCxr_OAJ-Det SYSTEM SYSTEM Wim PREssm tuJECTTm g
CPERABILITY
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Ir Arrt :.
C Em
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S C
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h k h NO Yr.S 1F Yt$ Dt!CRIP"10N Cr DISCRz?ANCits 56C 32 BCC 9152 US1ds not to accordance with M-190-03D-91014 B C-910 welds act in accordance with M-190-03D-9102-10 Y
Z Evaluation Yes I
56D 32 BCC-91-59 Welds act in accordance with f*-190-0 3D-9106-7 BCC-91-E12 Welds not in accordance with M-193-03D-9*11-6 l
ECC-91-59 anved 131/8" wast BCC-91-58 noved 131/8" oest I
Evaluation les X
5et 32 BCC-91-E13 Configuratise act in accordance with M 190-03D-9112-4 o'
ECC-51-E17 Walde act ta accordance with Crinnell 14-9116 ECC-91-Ell welds not is accordance with M-190-03D 9116-6 l
3CC-91.E21 Welds not in accordance with M-190-E33D-9120-6 BCC-91-E23 Welds not ta accordaace with M-190-03D-9122-4 3" ECC-91 E1. 580'-3"(J-3) facreased length by l'-10 3/16" X
Evaluation Yes I
I
' 56F 32 BCB *-06 Welds not in accordance with M-190-03D-235-2 BC3-2-E38 velde rot la accordance with M-190-03D-137-2 EC3-2-E39 Belds not ta accordance with M-190-0 3D-238-3 I
BC3-2-540 welds not in accordance with M-190-03D-239-2 BC3-2-541 Welds not la accordance with M-190-03D=240 2 GCB-2-543 Welds /Flates not is accordance with M-190-03D-242-2 Minor modification 2 rom originally analysed piping configuration.
Een Banger installed 7" from east elbow at El. 359'+9" 4*ECC-124 a
Ivaluation Yes a
5433 28 CCE-3-El Configuration act to accordance with M-190-0 1D-300 1 32 CC3-3-E2 Welds not in accordance with M 190-0 1D-301-5 CC3-3-53 Welds not ta accordance with 1.-190-0 1D-302-3
.23-3-E2 moved j' 2" Bertheast Anchor A369 2' 0" East y
Area 9 should be enveloped La seismic analyste e
I Evelaation Tee I
1265 180
sv
- 1.
- Le M DATE h
IE BULIZTIN 7916 DE*CRIPTIOM 0F INSFECTION RESULTS Dane /nl7f enrCxrD
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NO Tr$
17 Yts, DESCR1rr10N or DISCRIPANCIES i
I 31A 29 Id:3-2 E18 m yed 2'=6 " gaat j 30 3C3-2-B17A moved 12%" West f
l We'tht of valve RV-DH9A used in the analyste differs from the vendor supplied weight j
a Evolus tion Yes I
I e
l
? 325 i 30 CC3-8-58 selds not ta accordance with M-190-E338-807-6 f
Weight of valve 397-2 dif fers from the vendor supplied weight i
Yes x
lX tvaluation l
l
,32D 29 I
CCB-2 B11 moved 15" West 30 i
I 33 i
EC3-3-511 moved 13" South a
33A-aC3-2-I'4 is miasing I
l Weight of valves 825-1, 326-1 differ from the supplied vendar weights i
i 1
)
Envelope of areas 7, 8 and 9 should be considered in analysis ee+
I 1
Evaluation Yes I
i I
I i
i I
i i
i s
I 1
e 1265 i81 l
t I
BY M b t*TE /
p p DR OR INA 2E BLJ1.12 TIN 7914 DESCRIPTICE OF IN5FECTION EESULTS
~
G ECIED tmTt
'k S 5
8YSTE"
~
MRCENCY mRI CoctTMC OPERA 31LITY SYSTEM tt O
IF ATTEC' ED m
6 E Egf O0 hRETER TC EE E
ll:fl bl
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""E"A" ti g".ly po Yts IF TES, DESCRIPTION 07 DISCRIFANCTES ISC 30 SC3-4-56 anved 8" down weight of valve E25 2 used in the analysis differs from vendor supplied weight e++
4 Evaluation Yes 1
g 25 29 Extra Suppors Located between Es-2-E2A and EC3-2-532 Extra support located between ECB-2-511 and ECB-2-E12 Extra Support located between EB-2-E23 and EC3-2-02 Extra Support located between ECB-2-54 and ECB-2 56 BC3-2-E5 Weld not in accordance with M-190-03A-204-13 E n-2-E13 Configuration not in accordance with u-190-533A 212-9 E5-2-E27 structura13 ember act in accordance with E-190-03A-226 8 y
EC3-2-M 1 structural Member not in accord==ea with M-190-03A 230-6 Weld miessag in E 3-2-544 33&-ECB-2-El anved 28" in to Tank 33A-ECn-2-O moved 28 15/16" East for AZ 33&-EB-2-E3 permits + af daflection 33A-Es-2-I14 moved 15%" vest 33A-ECB-2-E27 anved IC' i East sa E
Evaluatian Tes 1
125F 29 BCC-93-El Welds / Structural Member act in accordance with M-190-03A-9300-1 BCC-93-E2 Welds act in accordance with M-190-03A-9301 1 Extra support located anzt to ECC-93-E5 33A-ECC-93-El moved up 23" (SA) 33A-ECC-93-E2 noved dawn 11'-2%" (SA) 33&-ECC-93-56 act in the math model e.
E Evalaation Yes E
123Q 29 33A-ECC-122-E5 noved 23 1/8" West ESC-122-E2 selds not ta accordance with M-190-E33A 1221-2 1
Evaluation Yes X
\\265 182 l
FACE _19 nr 62 d
X gy tr Sul.1nla n 14 nEsCElrnou or tasrzCnon EtsnT:
i citCKED unty y
Pf I"l 5
sTsm
- Ts m carrunawr SFRAY E b OPERABILITY E
E 5
E E o
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1r Arrrew
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=
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8h hh h h h Nh3d NO TES IF TES, DESCRIPTION OF DISCREPANCIES CCB 543 welds not ta acoordance with M-190-04D-502-8 19A CC3 5-54 Welda act in accordance with M-190-534D-503-7 GCB-5-0 3 moved 7" East g
i veight of valves 524-10 and 531-2 seed in the analysis differ free vendor supplied weights.
I Evaluation Yes I
193 36 CC3 547 Imad-Carrying Mauber act in accordance with M-190-534D-506-9 CC3 5-E9 Welds act is accordance with M-190-534D-508-5 CCE-5-05 mot in accordance with M-190-04D-534-1 BCC-38-O structural usuber act ta accordance with M-190-04D-3802 5 Extra Banger UE-3 located between Anchor A80 and ECC-38-55 Weight of the valves E24-11. 331-3 and E98-1 ased in analysis differ from vendor espplied weight Envelope of Arena 7 & 9 ased be oomsidered in analyste I
Evelmation Yes I
- 19C, 36 BCC-3847 Clearances and additional loading not in accora==ea with $1-14-3806 BCC-3848 Welds act in accordance with SE-14-3807 BCC-3449 Configuration of additional Ranger act in accordance with st-14 3808 ECC-38411 Structural Mauber else, shia sise, and clearance act in accordance with M-190-04D-3810-6 BCC-38412 Welds not in accordance with M-190-04D-3811-4 BCC-38413 Addittomal leads attached to Banger Anchor A-81 noved l'-6" West ECC-3848 noved l'-7" East support ECC-34412 Spans Areas 7 and 9 Envelope of Areas 7 & 9 should be seed in analysis e
I Evaluation Yes I
19F 36 BCC-37-B17 Shias, Wrapper Plate and Associated Welds act in accordance with M-190-E34D-3716-3 Extra hanger El located between ECC-37414 and ECC-37-315 Extra hanger,E2 Imested between ECC.37-514 and ECC-37-515 Extra 1.ange/&4 located between ECC-37E15 and ECC-37-516 I
ECC-37417 noved l'-3%" West i
Bavelope of areae 76 8 amed be eensidered in seismic analysis e.*
I Evalmettaa Tee I raa l83 e
ST DATth'y IE SUL12Tip 79-14 DESCRIPTION OF INSFECTION RESULTS -
a CxrD M Dm#n/ 5 7
P DR ORI INA v
SYSTEM CCNTAIMMENT SFRAY l g h
E I
E S
of 1r ArrErtro w
a i
Uh gf hh h0 f [-
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et w v U
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stSCREr4NCIES l pdf 17 TES, SESCRIPTION OF DISCRI?ANCIES N
TES 21A 35 Anchor A110 moved 13 1/8" south Envelope of area 7 should be tacloded in the analyste ee.
Evaluation Yes X
I l
313 35 34 EC-38 E-22 moved 1" North S.A.
34 EC-38 E21 moved 1%" East S.A.
34 EC-38 519 noved 3%" down 34 BCC-38 E16 & E17 moved 2" West 1
34 EC-38 315 mover 5" up g
l 34 BCC-38 E23 moved 6" East S.A.
Anchor A11C moved 131/8" Scoth Anchor A174 noved 12" down ee Evaluation Tes I
e I
I i
19D 36 BC3-9-B10 additional loads attachnd to hanger BC5-9-118 welds not iL cer*Mance with M-190-E34D-917-8 37 BCB-9-B19 Emad-Carrying aamber not in accordance with M-190-534D-918-7 3C3-9-E30 noved 12%" South i
I BC3-9-E20 noved l'-3" West Weight of velve 524 4 differs from vendor suppline weight Support ECB-9-B13. E14 and E18 span areas 7 and 9 e
Evaluation Yes 1
I l
19E 35 BCC-37-R7 hanger and baseplate act in accordance with M-190-E34D-3706-8 36 BCC-37 E9 baseplata mot in secordance with M-190-E34D-3708-8 ECC-37-B10 moved l'-4%" East Support ECC-37-B10 spans areas 7 and 8 Alternate supports attached to areas 7 and 8 Evaluation Yes X
I ISD 33 GCS-10-E23 mlds not ta accordance with M-190-333F-1022-6 36 5C3-9-514 telds not in accordance with M-190-E34D-913-7 BCB-9-B15 welds not in accordance with M-199-E34D-914-6 CCB-6-B12 noved 3" away from shield building 2 3-6-B13 moved 7" up CC3-6-31 moved 1" North CCB-10-534 moved 3" down CCS-10-E20 noved 11 7/8" South CCB 10-E21 moved 2" South CC5-10-L'74 saved 4 314" Southwest ECS-9-B13 moved 1 1/8" Borth BC5 9-B13 moved 11 1/8" North BCS-9-E14 noved 121/8" porth GC3-10-E26 anved 2%" op GCS-10-E27 noved 3%" down Eevelope of areas 7 and 9 should be used in the analysis ee.
Yes I I
Evaluation
)J l
m
Fact 21 Orh Ev Mf arrM/3 0
0 1
,i te actizflu 7914 mescair71on Or InsrtCT10n azsutTs nAtr_/p2hf
- cuiCxrn, hg g
sub1Lin-systes strat rett root cootInc rt
'l 5", gE 2
Ir Arrtett
,g
- g "f gl $.$ y S
atris in O
armar
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DIscarrAncits
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631!!E 50 5
No YES 1r TES, DESCRIPTIoM Or DISCRIFANCIES 8 03 37 Estra Banger E "E" located aest to ECX>26410 Anchor A-222 moved 27" West
?'
Aarhar A-231 enved is 1/8" South s
j l
33-tcC 26-E9 noved 12k" down 35-ECC-26411 noved 113/4" south ee I
Evaluation Yes I
t l
93C 37 BCX;-4943 Welde not la accordance with M-19G-546A-4907-6 Extra support E "C" loested next to ESC-32 511 I
Extra support E "D" located between E5C.-20-319 and ESC-20420 t
l 35-Esc-32420 up,e4 665" E, E around elbow I
I Evaluation Yes I
i i 64J 8
Extra Ranger E "B" located aest to Anchor A-368 37 8
Estre Ranger E 't" located next to ESC-32-E2 l
EED-61455 mes4 2'-6%" West Anchor A-117 anved 13" Borth I
33-esc-32-36 moved 2'-7" East for Y 35-esc-3246 anved l'-7" East for X
- i l
1 35-esc-3242 noved 13" south g
ESC-32418 noved 9'*7" down i
i ESC-32-El is missing
^
I Weight of the valves A85-6 and a684 used te the aclyets differs from the vendor suoplied weight i
I Evaluation Yes I
93t 29 ESC-122-ElG3 act imetailed I
l j
ESC-1224107 Welda not to accordance with M-190433A-A12206-3 EBC-122-5111 Welds not in accordance wi3 M-190-E33A-A12210-2 Extra support imetalled between EC-93-T07 and ECC-93-5109 33A-EsCe1224111 enved 3011/16" East 33A-35C-122-E102 enved 1211/16" East i
1 Evaluetton Yes X
I I
I
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e
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san 45m IE BUL1ZTIN 7914 DESCRIPTION Or 23BPECT10N ESU1.TS Of/3f?f
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OPERASILITY I
E "
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U 00 b
RITER 10 g
05 C uma E
E (3
=@
$ 8 3
No.
25t{ E Es s
b DISL 2EtANCTES MM.
s NO YES 17 Yts, DESCRIPTION OF DISCREPANCIES 93 38 BCrefef9 Weld pot h sepordance with B 190-D53 708-2 37 BCC-745 moved 23%" West BCC-7-58 moved 9" Borth ECC 7-510 noved l'-9k" Borth Differential movement between armas 7 & 8 should be considered ee Evaluation E
E 1
93A 38 BCC-18-54 Welds act in accordance with M-190=D 55-1803 2 BCC-18-E6 Welds not in accesdance with M-190-D53-1805-=
BCC-75-El Welds act is accordance with M-190-1355 7500-3 EC-75-E2 Welds act ta accordance with M 190-D53-7501-3 EC-75-E3 Welds not in accordamea with M-190-D53-7502-3 35-ECC-13-E5 e ved 13" west 35-ECC-18-Es moved 13 3/4" Barth 35-ECC-18-E9 = ao E Eastraint installed 35-ECC-75-34 mover. 3' 7 3/4" Borth anrhr A-219 spans Setemic joint ee 1
Evaluation Yes E
938 10 BCC-18-E11 Clearance act in accordance with M-190-5353-1810-5 38 Extra support EE-1 located as:t to ancht A-331 Extra Support II-2 located mest to Anchor A-184 Extra support EE4 located next to ECC-18412 Extra support IR 5 located next to ECC-15-112 Extra Support ECC-50-5326 I
Anchor A4% moved 8 3/8" up i
35-ECC-18-512 enved 14%" West We18ht of the Talve 51261 considered in analyste differs from vendor supplied weight ee Evelaation Yes E
1 93D 38 Section of piping system is insecessible Esatuatton 1
No E
1 T-009J 38 at Sambber estag-l'-W' below KB-644 on analysis W
ee 1
Evaluation Yes 1
1265iq6 e
DATE M BY
-L arCxzo kr mAft eM/7f n Em nB n-a = scum 05 or mnCn05 usw.n f
D g
sYsTtM EFEET R 700L MIE g g OFiRABILITY EYITEM sa m
O s
IF Ar,IPTT3 e
6 U Ngf OO 3
RITEF TO C
Ig M U w
Eh ssas il i 5" '
ggvan 1F TES, DESCRIPTION 07 DISORI?ANCTES 30 TES CC-21-32 configuration act ta accardance with M-190-053-21014 t-009A 33 B
BCC-21-54 Welds not is accordance with M-190-053-2103 6 BCC-21-E5 Welds not in accordance with M-190-0 53-2104-6 ECE 21-E17 Welds not in accordance with M-190-055-2116-2 BCC-21-F18 Welds not in accordance with M-190-O53-2117-3 BCC-21-E19 Welds not in acccrdaace with M-190-058-2116-4 BCC-21-El moved 24%" Barth ECC-21-E2 moved 141/8" East X-Rastraint act on analyste a.
I Evaluation Tes K
T-0098 37 BCC-21-E10 Structural Member mot in encordance with 3C M-190-EJM-2109-4 BCC-75-56 Configuration act in accordanea with M-190-E353-2112 7 BCC-21-E16 anved 6'-2 3/4" West ECC-21-E11 enved l'-8%" sp ECC-75-E7 anved 13%" down e+
1 Evaluation Tes I
r-009K 37 Extra support EE-3 located next to m-10-El 38 BCB-10-El moved 2'-1" Barth 35-ECC-76-E3 anved 20k" south Support ECB-10-El spans Seismic joint I
Evaluation E
I 93T 37 dochor a408 mrved 25t* Weet ee Evaluation Tes 2
X 1265 187 1
l l
P00R OR BINn, t
..mm.,,.,4 0 mm. 0, m,wm. E,m,,
c"
"" r*p I
SYSTEM unru-ni errtTac em g g OPEMRnm' ea" E
se 0
1r Afttres fbi g gj " S E
S acrts w U
RIMAar in
=
l6
.E g
k h kh kk filli IF YES, DESCRIPTIO. Of DISCREF4NCIES i
.0
' YT5 l
61E 42 Evaluation I
Bo I
1 f
B C 3-0 Structural Mauber act is accordance with 41.
42 M-190-06D-300-6 13C-3-E2 structural teauber/ Welds not in accordspee with M-190-301-8 IBC-3-D Belds not ta accordance with M 190-06D-302-6 A 113 noved 3'-o" op i
IBC-3-E2 noved 14 7/8" Barth I
l 53C-3-0 noved 15" South f
n Evaluation Yes I E
l
[
l i_
l
- g BB-1-C structural nomsben wt in acecreance with
! 611t 42 M-190-06t 100-6 43 EEC-39-54 Welds not to acaerdance with M 190-06D-3903-7 l
E3C-39-E9 velds not in accordance with M-190-06D-3908-8 8
i BC-39-E16 Structural teauber act in accordance with M-190-06D-3911-7 I
Extra Basler tui-3 Lted maxt to E3C-39-56 l
l A106 noved 2'-8" East
-l i
Yes I
Evaluation l
I I
I
.i Anchor A-114 deles not ta accordance with C-836 42 l 611,
D C-3-E8 Extra Baneer attached l
e I
k Yes I
Evaluation
{
I I
l IBC-1M1 Welds not in accordance with M-19u-534A-10uG-3
- 61P; 39 3
IBC-l')-E2 Welds not ta escordance with M-190-06-1001-3 40 42 suppet t 36-EBC-10-E2 rowed l'-($*' Borth Yes I Evaluation l
l1 f
EEC-22-El W.1de not ta accordance with M490-06C-2200-7 I
412 i 37 B C-12-12 Welda not in accordance with M-190-0 6C-2201 7 41 j
e.
DC-12-El moved l'-7 5/8" West Yes I j
Evaluation E
s.
1265 188 l
b B4Tt k/!/M i
BY 7
IE BUL12 TIN 7914 DESCRIPTION OF 1R$PECT10N RISULTS v
j GECKID DAtt[* i 7f
~
t h
0.
11.1TV s 0 s 2w IF ATFte l'.
e D
eh E!
e m
REVRX m
" 3 3
WO.
g DISCRIFANCIES 5D E
- m a. E -
IF TES, DESCRTFTION Of DISCRIFANCIES NO YES 61A 40 ameh r A-091 moved 13" South 42 ee E
Evaluation Yes K
615 40 BC-2 E5 configuration not in accordance with 42 M-190-068-204-2 e
' Evaluation Yes I
E 61C 40 BC 23-96 Welds / Structural Member mot in accordance with 41 M-190-0 65-2305-7 E3C-50-E2 Configuration act in accordance with M-190-063-5001-6 IRC-50-0 configuration /strwearsi member not ta accordance with M-190-063-5002 9 Talve 341-4 has been t. w ted into this problem Anchor A-094 sewed 1" North Anchor A-095 moved 2'4%" East BBC-23-E5 moved I'-5%" sp DL.arneions 16"EBC-50 sinor changes (C-5) 2 welded attachmente added 1W below DC-23-El BBC-23-E15 moved 2%" porth IBC-50-El moved 1" west BBC 50-E2 moved 2" East weights of valves 3166-1, 3166-2 differ from vendor supplied weights I
Evaluation Yes y
61C 42 DB-12-E5 structural Member act ta accordance with 43 M-190-0 6D-1204-3 BC-40-0 Structural Member act in accordance with M-190-06D-4002-8 EBC40-56 Structural Member act in accordance with M-190-06D-4005-7 BC-40-57 Welds not is accordance with M-190 06D4006-5 EBC40-58 Structural Mmmber act in accordance with M-190-E36D4007-8 Ertta Banger'IfE-2 located mezt to Stockout M-14 EEC-40-54 moved 2'4 3/8" West BBC40-El moved 13 3/8" west BBC40-E5 moved l' 7 5/8" East
}
Weight of us1ve F16-2 differe from vendor supplied weight t 3 E
Evaluation Yes K 1265 189
m n 4
/--- DATEI kk ST V
2E BULLETIN 79-14 Lt3CRIFT10N OF INSFECTION RESULTS OttCKED 0h Dsn bhh4
~
v UEM system COMPoNm co0unC WAM fg h
OFERA IMTY t
5 gE g
17 A M cTF
,g
, e, aEFtr in gg t
- =
U uma
=~
g b E3 k
U NO.
55 -
DISCREFANCIES u
.3131E 53 BE 2
=
8 EO YES 1F TES, DESCSTFTION OF DISCRIP ANCIES SIM A1 Anchor 4401 welds / structural members est ta accordance with
{
l C-676 e
g l
Anchor A402 welds /strucutural aambers sat in accordance with C-673 1
j EBC-23-E22 configuration / welds not ta accordance with M-1WE36C-2321-10 E3C-23-E26 clearances / welds not ta accordance with l
M-1WE36C 2321-10 1
E3C-23-E27 configuration not in accordance with M-190-E36C-l 2326-9 l
EBC-23-E28 configuration not in accordance with M-190-E36C-2327 4 RBC-28-El welds not in accordance with M-19036C-2800-5 i
EBC-28-56 welds not ta accordance with M-1WE36C-1803-6 IBC-28-55 welds not to accordance with M-190-E36C-2806-7 8
EBC-28-E6 configuration act in accordance with M-190-E36C-2805-ESC-28-58 configuration act ta accordance with M-190-E36C-2807-I t
EBC-28-59 etructural member act in accordance with M-190-E36C-2808-8 g
EBC-28-B10 welds act in accordance with M-190-36C-2809-6 l
EBC-28-B13 welds not in accordance with M-190-36C-2814-3 i
EBC-28-516 welds not to accordance with M-1W36C-28154 Extra support IEl.1 located next to ERC-28-E8 l
EBC-23-517 moved 12%" Earth E3C-23-E24 moved 26" weat Velve F7-2 and flange se vertiest run =ehante position Weights of unives F 7-1. F 1-2 and F 7 3 seed in analysis differ from vendor supplied weights tvaluation Yes X
lX l
I l.
2$
/ v
FACE 97 Orm SY I,
DATE P 0 0,
Nn
~~
OttCKID DATI f
IE EUL1ETIN 7914 DESCRIFUON OF INSMCHON SISULTS V
e f
v ver SYSTEM N CDOLINC WATTR g
h.
6" 5
- c IT W V6 "O Ub ;a e "$.
,y
'e *EM '"
g l.
w C umu J
r3 "3
=
m-3 U
NO.
IM iu DISCREFANCIIS 50 6
I I
GO *IE s
8 I
NO YES 17 YES, DESC11FTTON OF DISCREPANCIES i.
20D 43 i
3 Evaluation X
Mo I
g e
l 55A 39 EBC+2-El Configuration act ta accordance with M 190-E36A-200-9 i
e t
1 Erstention Yes I
t i
553 39 BC-2-E3 vold's not in accordance with M-190-I36A-202-7 i
support 36EBC-2-E4 moved l'-0" east extra clamp added (not tacloded in l
the analysis) 1 l
Evaluation Yes X
j I
i i
55C 39 Jr Evaluation 1
Ro I
SSD 39 BC-27-E4 Welds not in accordance with M-190-E36A-2703-7 l
l j
Talve F6-5 Welded directly to albow i
X Ivaluation X
Yes X
i i
i 61D 39 Anchor A-095 noved 3'-8% east 40 BC-52-E3 noved 3'-1" ecuth
' 42 Valve E41-4 to ents: n aJ beyond the TMIE 5
l l
i I Evaluation
$s 1 61J 41 Anchor A-398. welds / Structural Membere not ta accordance l
with C-474 i
i 1-E14 m eed 8" down i
1-517 noved 11%" South i
1 E18 moved 94" South t
I ee E
Evaluation Yes I
l
]61F 42 ESC-2-E9 Structurst Members not la accordance with M-190-F36D-208-6 ISC-2-E110 Strucutral Member est ta acsordance with M-190-E36D 209 8 dacher A-106 configuration mot in accordance eith C-SM Estra Esager 135-1 loested aest to dachor A-116 weight of Valne E39-1.2.3.4 and F3-1. 2 of 3 esed la the analyste differs from voador supplied weight eee I
Evaluation Yes I 1265 191
PACE n
or 4,
SY ta N
IE SUL12 TIN 79-16 DESCRIPTION OF INSPECTION RESULTS P 0R 01 INj
~
OMcKID tate 7
'sys m ' */' W ST5m N CDOLINC WATER g
OPERASIL11Y a
E E
8 5,, g 2
ir Arrt<, -
N gu Eh gf, h, h, O
31FER in u
t
- ggggg, o
N g
kk k h
- 5 No YIt IF TES, DESCRIPTION OF DISCREFANCIES 61K 41 Anchor A-399 velda/ structural teambers not ta accordance with C-672 N
EBC-1-57 Configuration /strwetural teamber act 11. accordance with M-190-0 6C-106-5 g
a EBC-1 E20 Configuration / Structural teamber act in accordance with M-190-06C-1194 EBC-1-E21 Configuration / Structural Member / Weld act in accordance with M-190-06C-120-3 1-E23 anved l'-2%" South I-01 noved 84" North-West e.
I Evaluation Yes a
61L 41 Anchor A400 Welda/ Structural Isamber act ta accordance with C475 EBC-1-E25 Structurel lesmbers not ta accordance with M-190-536C-124-3 EBC-1-E26 Structural lesmbers/ Welds act in accordance with M-190-0 6C-1254-7 1.E25 noved 9" down 1 E26 anved 11 $/16" Borth-East e*
I Evaluation Yes a
61T 41 EBC-28-E11 Welds act is accordance with M-190-06C-28104 Veight of the valve 581-2 used ta the analysis differs from vendor supplied weight I
Evaluation T
I Elv 41 Talve 381-1 Orientation act in accordance with M-236C veight of the valve 581 1 seed in the analysis diffsrs from vendor supplied weight 1
Evaluation YY X
61W 41 IBC-80-El Configuration act in acEerdance with M-190-E36C-40004 1
Evaluation tis I
83L 44 Anchor A379 Structural Member act ta accordance with C-866 1.27-134 noved 2'-0 3/4" Southeast 2.
A375 noved l'-0 7/8" Best 3.
A 379 l'-0 7/8" Bast 1
Eval.ation 1es x
x o
e i m
- gp_
w
I PACE to or ET b A/, b DATE k/Sh It SUL12 TIN 7914 DesCRIFTION OF InsFECTION RESULTS j
'systt 1
h 3gh 0FERABILITY SYSTEM COMPONENT coctTac vm i
E 0
IF ATTEPTI' bl
=
"$ tj $$ g2 Rtrt 13
,,3, E t a
H U ne w e$
"3 "8 d U
No.
W4 5L.
315CRZ?ANCIES
' bl5 2E 56 6 E' D
l NO TT5 1F YES. DESCRIPTION OF DISCRI?ANCits I 44 EBC-26-E5 Walde/ structural act ta accordance with EIA M-190-E365-2604-5 I
I EBC *6-56 Welds act in sac ordance with M-190-06E-2605-8 l
EBC-26-57 Welds not ta accordance with M-190-065-2606-4 I
l EBC-28-58 Welds not ta accordance with M-190-O65-2607-6 l
l EBC-26-I9 Welds act in accordance with M-190-0 65 2608 5 8
IBC-26-B10 Walds act in accordance with M-190-065 2609-4 EBC-26-E15 Welds not in accordance with M-190-06E 2614-7 l
l Extra support I"A" located aest to anchors A87. A38 A89. A90 26-514 anved 3'-114 arrthwest the correct location of the seismic joint between areas 6 & 7 ased to be considered in analysis I
Evaluatios Yes I
l 835 44 EBC-26-E20 Wales not in accordance with M-190-O65-2619-3 EBC-26-E21 Welds not ta accordance with M-190-D65-2620-3 EBc-26-E22 Welds wt is accordance with M-190-O65-2621-3 s
IBC-26-E24 Welds not in accordance with M-190-D6E-2623-4 e
EBC-26-E23 Welds not in accordance with M-190-06E-2622-4 EBC-26-E28 Welds not ta accordance with M-190-C65-2627-5 i
A376 noved l'-1 7/8" West The correct locations of the Seianic joint between areas 6 & 7 need to be considered to analysis i
l1 Evaluation Yes I
I i
g
! 83C 44 BBC-27-59 Welds not ta accordance with M-190 D6E-2708-4 EBC-27-I10 Welds not in accordance with M-190-D63 2709-3 l
EBC-27-I11 Unida/ clearance not ta accordance with M-190-D63 2710-3 EBC-27-512 Welds not in accord ace with M-190-O65-2711-2 g
EBC-27-514 Welds, clearances / structural ase6ers not in accordance with M-190- D 65-2713-3 i
ELC-17-E15 Welde not in accordance with M-190-D65-2714-5 EBC-26-E16 artra support exists in the field BBC-17-E17 Welda act in accord =nea with M-190-06B-2716-4 27-E16 noved l'-31/16" Southeast 27-58 noved l'-01/16" Roetheast
+
i The correct location of the Seismic Joint betw3en areas 6 & 7 amed to be considered in the analysis j
I E
Evaluation Yes I
t l
I
\\ w 193 I
w O
ST DATE M fI N IE SULIZTIN 79 14 DESCRIPTION OF INSF** TION RESULTS N
DAtr/o/rN m
l
~
onexED 0n Ut. U 51 8'5 " o ""ENT CMLING WATER g
gggn 5[ h 2
IF Arrtm -
' !! 1 EN d EE U
0 RIFtt in O l
,j$Ia[2 gE DE C umn s
='3 g2 :j 8 No.
5 m15cxEFANett$
.513$E 50 $8 ak 6
a j
NO YES IF TEf. DESCR1FT10N OF DISCRIPANCIES I
83D 44 EBC-27-E23 Welds not in accordamse with M-190-065 2722-3 l
t BBC-24-E24 Walde/ clearance act ta accordance with t
M-190-06a-2723-3 I
EBC 27-0 6 Welds not ta accordance with M-190-I365-2725-4 t
l EBC-27-E' F Wales /added weight act ta accordansa with M-190-06E-2726-3 l
l I
EBC-27-E28 Welds not ta accordance with M-199-06E-2727 6 BBC-27-529 configuration act in accordance with M-190-0 65-2728-6 6
i i
t I
EBC-27-00 Welds not in accordance with M-190-06E-2729-5 I
IBC-27-E32 structural Member act is accordance with M-190-0 68-2731-3 I
i l
Extra support E "B" located anzt to IBC-27-E22 I
The connect location of the seismic Joint between areas
['
f 6 & 7 meed be considered in the analysis I
t e++
i l
1 Erslaati on Yes I
e l
t i 837 44 EBC-26-540 Welds / direction of support at in accordwe l
with M-190-D6E-2639-4 IBC-26-541 Welds / direction of corport act in accordance with M-190-E365-2640-3 Anchor A376 structural teenber act is encordance with C-866 I
Evaluation Yes I
I I
l 83F ' 44 3
EBC 27-E50 Weld / direction of support not in accordance with M-190-E36E-2749-3 i
EBC-27 0 5 Confisuretion not ta accordance with i
M-190-06E ?'3-7 Aachor A377 Structural Member m:t ta accordance with C-866 i
e I
Evolaation Tes I i
j 1
l 83C 44 A-374 noved 1.3" East I
Evelsation Yes I i
l 27136 noved 1'-6" South 338
- 44 A-375 noved l'-0 7/8" East Support 36-EBC-27 5'.7 opans the joint between areas 6 & 9 e
I Evaluation Yes I
! 83E 44 Anchor 378 Structural Member Eot la accordance with C-866 26-E32 noved 2'-0 3/4" sootheast A374 moved 13" East j
A378 moved 15" East E
Evaluation Tao I l
l
'I l
1265 194
FAf:E 3I ter_ 62
)
1 1'
Y W Al arr IE BULLETIN 7914 DESCRIPTIDW OF INSPECTION RZ$ULTS
)
(
b OttCKED DATE f
I k
j D
g SYSTIM dh DFEutiLin SYSTEM ernvf cr umn m
0 IF AFFr.cri' N
E
"{ gj UE Q
E DEFro i.e l f"$ s" h.
Q EE Rr w r
- 3 k t; m
No.
5v DISCREFANCits I.S5Is2R 50 E
D i
No IY:s IF YTS, DESCRIPTION OF EllC3IFANCit$
l
' 51 31 Estra Banger "BA" located between EBD-WR4 & EBD-96-15 Banger EBD-W B4 sketch calle for veld all-around, but i
melded at 2 of 4 eldes.
s l
e EBC-34-B41 moved 1411/16" soutbreet j
along pipe Aacher A137 Laaccessible e
l
}
j weight of the valves E' -14 and 13-15 used in the setemic analysis differs from vendor supplied weight.
I I
Evaluation Tes I
I i
51B 51 Weight of the valves Psv-3962 and l
e F59 3963 in the setemic analysis differs from vendor suFplied j
i weight.
i I,
I Evaluation Tes I
e i
l 1104 55 EBC-37 E27 Welds not in accordance with M-190-541L-3726-2 I
j EBC-37-E34 Structural Msaber e - in accordance with e
M-190-541L-3733-4 I
EBC-37-E35 Walde act in accordance with M-190 341L-3734-2 I
EBC-37-E36 Structural hember act in accordance with M-190-541L-3735-4
'I i
IBC-37-E37 Welds not in accordance with M-190-541L-3736-E I
EBC-17-B40 structural Members act ta accordance with M-190-541L-3739-4 RBC 37-542 Walde act in accordance with M-190-341L-3741-3 RBC-37-543 Welds not in accordance with M-190-841L-3742-4 i
37-566 enved l'-4" 3.
I i
l l
37-E36 moved l'-7" s.
i l
37-545 moved I'-4 3/4" sg.
41 MBC-37 539 Inaccessible I
Evaluation Yes I
i l
f53 633 41=EBC-42-E2 moved 18" East veights of following valves used is analysis differs from i
vendor supplied weight:
F4-9,F4-10 F4-11. F6-7, F6-3, F6.9, F6-10. TV1429. TV1434 see I
Evaluation Tes I
f I,
63C 53 weight of t fo11oving valves need in analyste differs from vendor suppi ed weight: F11-7, F11-9, F11-11, F11-12, F11-13, i
F11-14 Tv-1356.17-1357 and Tv-1358 ese E
Evaluecion Tee I
1265 195 l-
FACE M or g M b r.nz fel f av it sut.tzrin 79-14 DesCE1Fn0s Or InsFECnnu arsm.Ts A>filk O(ECKID DATT V
I s !
CElun sis m
""2c' '*m N
IF ATTT.Cir*
'., b $sli.e
'h ei! Ei E
2 a to t uw w-e-
g5 i
% 'I y,
i 3 isi)?i s
l NO Yt$
IF TE' DESCRIPTION OF F1SCRIFANCIIS I
34A 54 Support ESC 45 27 Not welded ta esca-dance with M-1WB49-4 A6-3 g
4 Support ESC 45-511 not welded la secordance with the sketch.
i l
Sepport BBC45-513 est welded La accordance with M-1W541H-I 4512-3 a ;
Valve 386-3 teriaatetics not in accordance with M-241A i
Talve B86-e orientation act la accordance with M-241H E3C45-E3 noved l'5" East l
DC45 B11 noved 14" Esst BBC45-513 noved 15" West 4
}
k&C-45-314 noved 3'-6" Down DC45-59 noved 14" South e
Weight of the volve 312-1 used in the aselyets differe frcm the vendor supplied weight ee.
Evalaation Tee 1
I 848 54 BC45-E20 welde not in accordance with M-1W54154519-4 EBC 45-E26 weld not in accordance with M-190-54134525-3 e
DC45-E27 welds not ta accordance with M-1W54154526-6 EBC45-E32 configuration act in accordance with M-1W5415-1 I
4531-5 l
Esc 45-834 welds not ta accor3ance with M-1WB424533-6 DC45-R37 welds not la accordsara with M-190-841R4536-9 DC45-523 moved 2'-6" South BC45-529 noved l'6" East e
i DC45-E31 moved 23" South ee X
Evaluation Yes X
i
' 84C 54 I EBC-45-541 Welds not to accordance with M-1WB49-4540-5 3
Velve 512-1 orientatic sc sa accordance with 3"-EBC-45 M-243 l
I valve 386-18 orientation act in accordance with 3"-enc 45 8
M-2415 EBC45-E39 moved 12k" South DC45-R41 moved 16" South i
i I
I Evaluation Yas t
t 63A l 53 asC-37-E16 Welds not in accor
==e= with M-1W541D-3715-4 a
54 EBC45-E2 moved 14" Borth ee Evaluation Tes I
X l
P00R ORIGINAi.
1265 196
n Wh-unodnM 2E SUL1271N 7914 DESCEJFTIDW OF INSFECTION RI5ULTS oirCus M uite/shr SYSTDt SETTICF WATTR S
h gpg gggy w
e O
O IF 4TTECTU b lj U
d 00 h
O RITEB 70 U
gE C" C umn 33 g! kk k h h
a g
5 E
30 Ytl IF YES, DESCD1PT10N OT DISCRI?ANCTES 60 50 EBC-34-57 Elevation / Configuration act to accordance with 53 m-190-E30r 3606-5 58 RBC 36-E11 anved 3'-17/16" Bortheast E3C 36-E10 enved 2'-17/16" sortheast Y
IBC-36-39 moved 3'-0 3/4" Bortheast BBC-36*ES moved 3'-0 3/4" Wortteast D C 36-E22 sowed 2'-1" East BBC*36-54 noved 4'-5" East 41.E3C-36-E26 anved 7' 9" West eachor A145 enved 13/4" East 41 EBC-36-512 anved 19" South ee I
Evaluation Yes I
S4D
$4 RaC44-E3 Clearsace act to acattatte with M-190-s4134404-8 53C-44-115C Welds not la accord 4aea via, m-190-56134449 2 IBC44-36 anged 16* sesth BBC44*E30 noved l'-3" South 41-EBC44-517 As sopport added not analysed on old probles E
Evaluation Yes I
7.
84h 54 E3C44-E22 Welds act la accordance with W-110-831E4421-5 l
EBC44-08 Configuration act in acco James with I
M-190-541544274 I
EBC-44-DO Welds not ta accorhaea witb 'se-190-46134429-3 EBC44-E20 saved around corner t'-4" north (8%" aast)
IBC-44-521 noved around cornar 2'-4" aorth
(&%" aast)
EBC-44-E28 anved 21" Worth EBC-44-E29 anved 21" Berth BBC-44-C D moved 2'-7" East IBC 44-0 1 moved 2' 7" East ee I
Evalution Yes X
84F 54 BC44-06 Welds not to accordance with H+i)6-t415-44350 IBC44-E37 Welds not ta accordance with M,le0-E6154436-8 EBC-44-340 Welds not ta accordance with M-190-se.1544394 EBC44-542 Welds not la accordance with M-190-5415444 2 BBC44-E34 anved l'-10" West EBC44-05 noved l'-10" West E3C44-06 anved 15" East IBC44-07 noved 15" East IBC44-340 noved down 14" ee E
Evaluation Yes I
300RORGNa I-1265 197
FACE u
49 BY DATEL 2r RL'LIKTIN 79 14 DESCRIPTION Of INSFECTION RESULTS DAu mf 7,
DECIID 5
7,,',',L,T, SYSTEM st*VICE VATE:
g e
I.F ATTT. m -
b ev
- ce [e p
3 :-
c.crl, s.,
q p is si $$ li s hi!!i N0 YES 1F YES, DESC11FT10N OF DISC 12FAMcitS 32A 58 Ersts.e. ton 2
No I
l I
m e
E3C+34=E23 Configuration mot to accordance with 52c 58 M-190-E50F-3422-5 e
Evaluation Yes 2
I 37A 52 42-E3C43-E2 noved 22" down 41-EBC-43-E3 noved 9'-4" South
{
l
&acher A-138 moved 31" East ee Evatnetton Tea a
1 373 52 Poestration F-3 mot shown on M-241c tenetration F-5 act shown on M-241c anchor A-139 moved 48" West 41-EBC 43-E5 moved 22" down ee Evaluation Tes I
E I
37c 52 Penetration P-4 act shown on M-241c 41-E3C 43-E12 moved 21" porth 41-EBC43-58 noved 14" down e
ee Evaluation Yes I
1 I
37E 22 Penetration F-1 mot shown on M-241C 54 Extra support UR-1 located aest to BBC44-84 EFC-35-E17 Walde act ta a:cordance with M-190-841c-3516-8 Ancher A 142 noved 22" East 41-53C-35-E24 moved 20" south ee Evaluation Tee I 2
FACE "
Orm SY DAtt INI It BUL1271N 7914 DESCRIFf10N OF IN5FECTION R15ULTS CHECKED tan j
v sism gnnen vam
[g g
Q",,jttm
- gg 5" gE 5
I
.3. lld N U! 5-5 0 "r Ammr-
'" T" t unn j t;5 Elle(.E h -f.
- n!sem1 FANCIES "3
55 5"E$#
NO.
5 a$
s$5 i
^
EO Yt3 IF Yts DESCRIPTION OF DISCRf 7ANCit5 37F 7
l 12 i
^
I i
l l
Weights of the fellowing volves seed ta analyste differ from vendor supplied weights:
l j
F11-1, 1, 3, 4, 3 and 6 I 1 Evaluation fra I
' 37D 7
Penetrettee P-2 est shown se M-141C t 52 l 54 41-8tBC 35-E10 moved 19" south I
e g
41-REC-35-E11 moved 34" Around corner, W & 5 (exial = lateral)
Anchor A-141 enved 22" East l
41-53C-35-57 noved 20 3/4" South i
I Evolmation Tes 1
, 31A 31 No discrepancies I
Evolustion I
No y
528 1 31 l 1
Ranger missing on the horisontal run 52 i Weights s? valves F2-1, F2-2, F2-3, F2 4, 74-7 and F6-8 differ from ventor supplied weights I
twelustion Yes X
I I
i l
l l
E!1 OMINA i
l i
i i
I 1265 199 I
~
O
i FAQ 36 er 1
.r h e,A L _mo s /n It BUL1271N 79-14 De5C31FT10W OF !st3PECT10m RESULT 5 v
ace = 6md un s k v
SYSTD' sur pmP DItcnAnct
[g
[
[
8 k,
N IF ATTIrTT'
.S
-! e. f.-, =,.E.s,~n a w
=
u A- %
,$$i'iti-
$5 E5 $$ I 5
- l M
Yt1 IF YES, DESCRIPTION OF DISCRIFANCIES i
j MA!
$7 BC-145-06 Welds not ta eccord with M-190-566514535-4 g
35C 145437 Clasrances not ta accordance with M-190-s&63 14536-Additie al Leeds attached a
EC 145439 structural semebers ace is accordance with M-190-3665 145)f 3 W C-145-564 Welds act ta accordance with M-190-346514545-4 i
i e
I Evaluation Tea I
i
"+a 57 ESC-155410 Welds not ta accordance with M-190-s465-15509-1 35C 155-E119 elds r,>t f a accordance with M-190-546315510-2 I
W C-165-54 anved 1'-6 7/8" aorth j
WC-155412 anved up 1' 2%"
i e
1 Evolmation TYs I
g i
! 96D 57 mr-145-E16 Welds not ta accordance with M-190-3465-14515-6 E C-145419 Welds not la accordance with M-190-5443-14518-3 1
BC-145-E21 Welds not ta accordance with M-190-3463-145201 e
1 Evelaation fee I
f 96E 57 EBC-155-54 Addittomal loads attached Extra Banger located between W C-155-E3 and ESC-155-54 Anchor A355 has moved to horisontal pipe from certical position (2%" ESC-155).
8" from elbow toward north M C-155-E3 anved 3'-5" east l
Anchor A-356 noved 2' 3" west i
i ee 3
Evaluation Yes X
96F 57 WC-155-E9 Configuration not to accordance with M-190-3463-14508 5 8
WC-135416 Welds not ta accordance with M-190-3465-15515-2 Amehar A356 anved 2' 3" west Flye routtag changed elbows added-used to be
- 31. 561' 3" & 5
3" nov 23' 4" 9 28' 5" 9 El. 561 0" G 559'-3" l
MC-155418 anved l' 6" west BSC-155-E9 previously only hangst support-now I
rigid.a ovpport added j
Anchor A357 anved up 3'-7%"
I I
Svelastion Yes I
DDDD AD E M AI a uun Uit U;nttL 1265 '00
BT f* TEM.
IE BUL1271N 79*14 DESCR1FT10e CF INSF',CT1'He RESULTS '
W" uTztohs/11 e
=
extenzD f g 5
8" ert 11.In SYSTEM erw m me~in E
8 a
i,,m..,;..
i si l gg gg [g
,ma 1.i 3 lr trMA9F g
t aa w=
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NO Yt1 IF Yts. DESCDYPTION OF DitCRIPAMCTIS MS 37 Banger ESC-145-549 Welda act is accordance with M 190-3465-16548 -3 1
'7 Entre Ranger R *E" located between 33C 32-E16 and ESC 32 517 Estre sanger E 'F" located aest to 3BC 32-516 sanser asC 145-a49 moved l'.2 5/8" south e
35-asC-32-515 moved 1&" East
?
l Evaluation tes I
3 g
f I
'l i
i r
i e
l i.
I I
I l
l
)
i l
'I i
e 1
l l
1 t
I i
i i
I L
I i
e i
"01 lo'r2DJ
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.q
FA2 St OF_ 42 I A ll - u n icfN f) sf
- scuzTin 7916 mEsCEin10m Or.lasnr.10s assnfs *
[5/
mntoN1f mucuD Ig 5
'"" un snm Enranacy sirsrt crwrem l
h
-E es u,,
0 I
IF AFFECTED un> =
g el:CEFANCn3
,3 53 Yh I
30.
.p.
Et t..E E3 88 at B
B 90 TTS 1F TES, DESCRIPTION OF D13C32FANCTIS 122A 59 EBC-53-55 velde not la accordance with M-190-e62C-SM-2 EBC-53-36 Walde/ Structural Naabers not is acterdance with W 190-562C 535 2 g
EDC 53-E7 Walde not ta accordance with M-190-562C-536 2 53C 53-59 Welde not in accordanes with M-190-362C 5308
- EBC-33 510 Walde not la accordance with M 190-362C 539-2 iiBD=183-57 Welde not shown on u-190-362C 1836-1 BC-53-El moved l'4" South 33C-53-E2 moved l'4" East et I
Evelnetton fee a
123A 60 Bo Ranger Problem I
Evolaatten 1
No I
1233 60 IBD-359-E2 Weld act is cacerdance with N-190-E268D-339014 ESD 359-510 weld not ta accordance with h-190-E268D-359094 BD-359-E2 noved 7 3/6" Bortheast DD-359-k16 anved l'-13/6" west DD-339-58 am ad up 7 7/8" e.
I Evoluation Tee I
9
PA Q 9 or 6L sf U d,m IE SOLIETIN 7914 SESCRIFTION OF 2EEFECTION RESULT 5
~
CREctID MTT f
kg 5
$$3tir, RTsl a - u ve n u C
5 8 p., E a
C m,trts in f
Ch E l. 0$
b O5 U
mzm g' a*'p B
no TEs 17 Yts, DEsc3frTion Or Disct2FANCTts MC 21 GBD-1244 Welde not ta accordamed with M-190-E203-1203 3 Restraint 20 CBD-12 56 noved 2'-11" down Smetratat 20 C3D-12 E3 anved l'-11" aorth 4
ee I
Evaluation Tee 1
77A 12 Extre sameer located aest to IED-37-577 RBD-44-E2 Onaftsaration mot ta accordance with Crinnell st 124401 58D44-54 Welda act ta accordance with M-190-E20D-4403-2 E1D-44411 Structural Member not ta accordance with M-190-E20D-4410-3 Aacher A-234 anved 2'-O" east 9
ee I
Evehastion Tea I
773 22 EnD4448 configuration not ta ecoordance with M-190-E20D4407-3 EBD4449 additional lead attached e
X Evaluation Yes I
77C 22 2
Evaluation I
go I
77E 22 E3D-86-E3 Additional lead attached Support 20 EBD86-54 anved I'-4" east ee 1
Evaluation Yes I
77F 22 The weight of the volve E7-2073 esed in the analysis differs from the sendor supplied weight e**
I Evaluation Tee 1
773 22 I
Evaluation X
Bo X
1265 203
FAa 40 or 67 IT CATE It EC12271p 7916 DS$CRIPTION Or IEEFECTION RESULT 5 y
c Irl V OtICIID _
t*Tt 5
' 8T5m N
'kg STs m a mm ano
=
ortum1Tv 8
B" 2 1r ArrzcTr-E o
,g g
RU
,G D
U EE E
e 3
t!3d Eb kh kh h h
- 4 YES TF TES, DESCRIPTION OF DISCRIPANTS 775 22 Eastretat to-EED-86-317 noved l'-7 5/8" does se 2
Erstention Tee E
85 24 EBD-87 E20 Structural member mot ta seeerdance erith N-190-E20L-8719-3 EED-87-E21 solde met la accaresco with N-190-E201e8720-3 Estra Support E *A" located east to EED 87 313 87 313 noved l'-10" West 87-518 noved 2'-2" North ee I
Evolaation Tee v
945 13
&acher A278 cymf18vration/dissestoms not la accordance 26 with C-489 Anchor A279 Dimensions not la accordance with C-889 EED44-16 Co figuration act la accordance with n
M-190-E20G-A4603-6 EBZV6-E100 Welds act la accareance with M-190-520G46607-2 Support 20 EED46-E3 moved l'-11%" Eorth 87-E29 anved l'-3" down 87-E11 noved 2'4" East
~_
ee 2
Evaluation Yes I
i L,
1265 204 9
e w
= a e
e e
o emp+
me O
q,
%e e
DATI M gy 2,nml, n 1.
m-Or 1===
=t
.mD w
onde 5
s
$S SYS m N N8W tttyy E
P.
3 IF AF71CT2 U
C l {$
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.m.
v, is i 11 i i E ui 30 ftS 1F TIS, DESCRIPTION OF BISCRIFANCTES 59 15 Talve WV 2929 ertestattoa met ta accordance with 5241A Talve EV 2932 orientattaa act ta escordance with M-241A ERD-98-51 eelde not ta accordance with h-190-541A 9800-3 ERD-191-El structarat aanbers not ta accordance t Je M-190-B41A-19100-3 DD 1%-El moved 35" South IED 194 54 moved 15" Seath tad-96-El pyved li" South EBD-98-E2 noved 23" South ERD-28-51A enved 18 3/8" Berth E1D-28-E2A moved 13" South Anchor A182 noved 3'6" Borth Anchor A371 moved 15" North Anchor A370 noved 15'! Borth ee I
Rwelmattaa Yes I
593 13 Talve FT-2%4 orientation act shown sa N-2L18 Talve FT-2%5 ertentattaa act abosa sa h-2123 EAD-100-56 selds not to accordan%:e with M-190-B123-10005-5 ee I
Evaluation Yes I
i l
1 1265 205 e
l
=,
PArt at erg k A 4 b mrE/IMf H
EY n Ecurnu 79-14 mEscElr710n or InsrtcT10s EEstn.ts Ott eEED__
DAt?dah'r v
v s
su rEn r15E PE mEe m n :Ts m gg g
f,g[1un 0=
E 6
R tr Arrtem.
SE g:f h
e c.=
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n c3
=
m I.
alscEErANc1Es 3
"b y
WO.
E Rs!E JO E
no vEs tr TEs, nEsenterton or niscarrascrEs 79 19 DE 2-E98 hanger mot tastalled DE-2-5100 unids not la accordance with W1WE16E-299-6 EBE 2-5103 welds not ta accordance with M-1WE16E-A202-6 DE-2-5106 welds not ta accordance with W190-E16E-A203-6 DE 2-3105 weld not ta accordance with M-1WE16E-206-8 DE-2 E107 selde act ta accordance with W1hE16E.A206-8 DE 2-5108 esids not ta accordance with 51bE16E-A207 7 E3E-2 E319 selds not is accordance with W190-E16E-C218-2 Reager DE-2 598 misstag Wall anchor laaecessible e.
E Evalestion Yes E
79A 19 DE-2-E236 selds and esafigurattaa act ta accordance with 5 190-5161-1235-3 DE-2-E237 selds and esaf tsuration mot ta accordance with
> 1 & I16E-3236-4 KBE 2-E238 welds and configurattaa mot ta aceerdance with W 190=E16E-3237-4 DE 2-E243 plate and elaarance not ta accordamee with M-1 W E16E-1242-5 DE-2*E244 weld not la accordance with W1WR16E 5243-5 DE-2-E245A weld not is accordanes with W1WI16E 5244A 6 DE 2-E320 welds act ta accordance eith se-190-E16E-219-2 SA(+T direction) restratat (16-DE-2-E842) act la the math model Extra' 4er UH 6 loested to E3E-2-E241 suppor
- 6EBE 2-E126A, E236,1237. E238 and 5245A span seismic f int. Ravelope 8 areas 7 and 8 abould be used with differential movemente accordingly.
een E
Evalestion Yes E
793 19 EBE 2-E251 selds not ta accordance with N-190-E16E 3250-3 E3E-2-E255 welds not is accordance with W190-E16E-3254-3 DE-2-E258 plates not ta accordance with Crinnell 18-3257 DE-2-E259 welds not ta accordance with 51WR16E-3258-5 DE-2-E260 solds not ta accordance with W1WE16E-3159 5 EBE-2-E262 diasastons not ta accordsace with M-1WR16EiB261-7 EBE-2-E2M dinameises not ta accordance with 51DR165-5263-7 DI-2-E266 eelds not ta accordance with W190-316E-5265-5 DE-2-E268, solds not ta accordance with h-190-E16E-3267-4 A361 dianastons not la accordance with drawing M-216E Ectra Banger UE-6 Iscatst aart to anchor A361 Extra Banger 55-5 IsosteA meat to anchor A361 Estra Banger IR-7 located east to anchor 1359 Estra Banger 55-4 laested aest to dacher A359 Talve FP-3 orientattaa e, operater not ta accordance with W 2161 Bestratat 16EBI-2 not ta the enth model
.ei.ht.r 1.as,,,-,
.d ta t 1,.ie D,,er.
1 "( 5 906
- r.e.,u.d 4
e.CE o,
n MM-mn wer
!! ELT11ETIN 7914 SESCRIPTION 0,135FECT105 EISm.TS W
ocvo 05$
mwofah1
=== = re = "s
1s v'""run
~
1 8 83 a E e
1, Amnr.
W E9 s @
e "8 E-urri ta
,, i Bn u
==x Esi!s!i ss B5 $$
$ E
=
' " ' ' " ^ " ' "
i
.0 TEs tr TEs. ersciter10. O, nue Eri ctv.s a m,.
w:E, 2
19
- 1.,e.f. ras.,am...hosid w. ed in sei ie maai,si.
eee I
Evaluation Yes I
1 79C 19 DE-2-5109 solds not ta accordas se with M-190-B16E A208-8 s
DE 2 E285 welde and configuration act ta accordance with M-190-I16E-3284-3 DE-2-E284 solds act is asserdance with >190-5162 32834 DE-2-E289 eelda mot in accordance with Crinnell 18-E288 DE-2 E290 solde/dinamaissa mot ta aceorsance with
>190-B16E-82894 Extra hanger IM-1 laested nort to EEE-2-5109 Extra hanser 55-2 located nort to EC5-29 16-EEE-2-E289 anved 12%" Berth Extre Benger M-3 (SA) e Elbow dacher between 79 6 79C is baitt 0 bt -6 11 act accessihts Weight of the valve FF4 esed in analysis differs from vendor c'yptied weight eee I
Evelastica Tee I
87A 18 Anchor A414 Structural Member act is accordance with C470 Anchor A415 Structural Member act ta accordance with C470 DE-2 E218 Configuration act is an.seerdance with M-190-E16D-E217 3 DE-2-E223 Welds not la accordance with M-190-516D-E222-3 Extra support E *A" located most to E53-2 5217 Anchor A413 anved 313/4" East Weight of the valve Fr-245 ased is the smalysis differs from vendor supplied weight Support DE-2-E214 sysas areas 7 & 6 ee*
I Evaluation fee I
P00R OR G NAl.
L i
1265 207 46=-@
DATthd BT ft SULIETIM 7914 DESCILIFTION OF INSC""!T 2ESULTS q
cxECxED OAl-Dan Mf i
'8Ts m k
l
)'l rime F8oTECT10m s m a
'$8 B
sys,
CFERA311.1TT a
5 I
l gl g,,,,
- P ArFrens
=
REFER 70 I
=,
g pluun Fg 4
misaEFANCIES "3
3
' NO.
25Q -
p R
53 8
2 6
E NO TES IF T DESCKIFTION OF DISCREPANCIES a
373 18 m-2-E229 Structural Member act ta accordance with M-190-316D-3228 3 m 2-E23 Welds not ta accordance with u-190-316D-3238-3 E3E-2-E24&A Ceafiguration mot ta accordance with M-190-316D-3247A 3 E3E-2-E315 Wales not to accordance with M-190-E16D-C214-2 Extre Support E "1" located asst to EEE 2-E229 Extra suppor E "J" located between M-2-E230 and Est-2-014 Extra support E "K" loested between IEE 2-E230 and EBE-2-014 Extra Support E "L" located asst to EEE-2-E248A Weight of valve FF-3 used in the Setenie analyste differs frian vendor supplied weight.
ese I
Evaluation Tes I
87C 18 Anchor A-318 location mot ta accordance with C-451 EBE-2-5173 Welds not in accordance with M-190-E16D4272-6 ERE-2-E177 Structural Mamber not ta accordance with M-190-316D-A276-2 EEE 2-E180 configuraticaNelds not ta accordance with N-190-E16D-A279-3 Extre support B "F" located asst to M E180 Extra Support E 't" located serv to anchor A-318 Extre Support E "E" locnied next to anchor A-315 Talve FF-6 "A" Orten ation act ta accordance with N-216D 16"EBE-2 E176 noved flerth 15%"
16"KER-2-D 21 Eanger dvs. Le missing Weight of the valve FF-4 ased ta analysta diffars from vendor supplied weight, ese 1
Evaluatica Yes I
87D 18 E3E-2-E191 structural thaber mot ta accordance with m-190-E16D-290-5 E3E-2-5192 Welds not to accordance with M-190-E16D42914 E3B-2-E193 Unida mot ta accordance with M-190-E16D4292-5 m-2-E194 Welde not in accordance with N-190-06D4293-6 EBE 2-E203 Wales not ta accordance with au-190-E16D4299-4 EBE-2-E2% Welds act, la accordance with M-190-E16L 3203-4 m-2-E207 Wo.*- not is accordance with M-190-06D-3206-5 IEE-2-5208 Delda set ta accordance with M-190-06D-5207-4 Osattamed
(
1265 108 o
A2 0F af M N larrt M #
II SU11ETIB 7914 DPM1F7:75 0F IN5FECT105 BESULTS natt a0/ndf cxEcEED b
IN 6
ILITY H,Eev.n. i,n.
IF ATTECTFD e
..u.et
'5CS2.l.CIES "3 E 3 dR I" NO.
N E..{. E
!!5 88 ES E
E No TES IF YES, IESCTtFTION OF DISCR27AACIES Cont.
87D 10 Extra support E *B" located ass. to IBE-2.E196 Extre yert E "C" located mest to anchor A-243 Extra Support I "D" locates mest to E3E-2-E210 O
Extra support E "E" located v~ to D3-2-E211 16-DE.2-Eld 6 noved 13' tot 16-Est.24213 noved 15" East 16"EzR.2-E207 aowed 13 3/4" Worth 16-IBZ-24194 noved 16 3/4" South ee 1
Evelmation Yes E
82C 17 no triscrepeacies 1
Evaluation I
Do E #
82C 17 EBE 2-B M0 configuration act ta accordance with Crianell SE 18-4239 ERE.2-5144 esafiguraties not la accordance with M-190415C-A243-E E3E-2 5145 configuration act ta accordance with M-1WEl&C.A244-J EBE-2-5147 structural ember act la accordance with M-190-B16C-A246-4 EBE-24M8 acids not in accordance eith M-1&E16C-A247-4 DE 2-B158 configuration mot is accordance with M=1WR160-A257s DE.24159A and 3 eanfiguraLos act ta accordance with M-190-E16C-A254-4 EBE.2-B162 configuration / welds act ta accordance with M-190-316C.A261-4 E3E-2-5163 structural omsber act ta accordance with M-190-316C-A262 2 EBE-2-E169 structural assber not in accordance with M-190416C-A268-5 Valve FF-6F orientation act ta accordance with M-216C Extra support E "A" located next to DE 24141 Estra support B "B" located aest to EBE-2-E356 Extra support E "C" located aest to DE-24166 Extre support B *D" located aest to Anchor A292 Extra support E "F" located next to DE.2-E246 15152 noved from East-West rm to mor**a.5outh run 24M8 anved 2'-5" West 2 5144 moved 2'-1" porth 24143 noved 2'-10" East 2-5141 noved 2'-9 3/4" East n
Q J
24352 enved l'-4" up
'.)
U/
/
24145 noved l'-6" up CDETINtID DE PACE 47 -
=
l
~ -.--
av e
s
PACE 46 ef 67 ST DATE It BULIET!n 7916 DESCRIPTION OF IW5FECT10N RESULTS,
{75 v
OGCEED t*Tri)38 7
" srsnn
'P*D1 5
SYSTIM FIRE FtDTECTION SYTTDf S
CFERAl!LITY 6
2 tr AFF7MF Ch gj Eh U
REFER To B
=g P c!
.E
=
Espi!i s
B5 lI I !i
" " ' * " ^ " * "
NO TES IF TES, DESCRIPTION OF DISCRIPANCIES 118A 20 Talve FF-1 Orlantation mot ta accordeace with M-21ef, rotated 30' Bast Estra Support DE 3 E2 ta tastalled Retra support E3316-E16 is tastalled f
Estra purport EBE-16415 to tastalled l
l Ybe weight of the valve FF 47 used to the analyste differs from the vendor supplied weight I
l 1
Evaluation Tes E
42A 17 FF "A" type and operator orlantatica mot specified (actual orientation shown)
EEE-2-E305 welde not ta secordance with M-1WE16C-C2061 EBE-2-E309 welda mot ta accordance with M-lWE16C-C208-3 Baager 309 noved 15" North I
l I
X Evaluation Yes E
g f
i I 825 17 EnE-142 welds not ta accordance with M 190-E16C-1012 EXE-143 welds not ta accordance with M-190-316C 102-2 l
l EBE-1-56 configuratien not'in accordance with M-190-3160C-103-2 EEE-147 configuration act ta accordance with 96-190-E16C-106-2 l
Estra hanger E "E" located aest to anchor A436 Anchor A636 noved fras North-South run pipe to East 4est run pipa l
Restraint 16-ERE-1 E9 has astra +T i
I m E 1.E. -. -3
. orth I
Evaluation Yes I
f i
82D ^ 17 I
ERE 24291 structural member mot ta accordamee with 3
M-190-B16C-3290-4 l
1
^
EBE-2-E292eenfiguration/typenotisaccordancewith[
l M190-E16C-5291 2 DE-2-E300 welds not ta accordance with M-190-E16C-3299 4 E3E-2-E296 eenfiguration met ta accordance with N-190-316C-E295-6 2-3-59 added 20" South 2-5-296 added 19" Borth ee E
Evaluativa Yes I
02 17 l
x w al acion z
no x
- t 12to
- i G r p 6 4
FAQ 47 crA BT bMTE n ontm n.15 miemima or Inrrerlon :: ms.
v arerzo (k/
mnt kg 5
$tt1TT sTsTtx vint yeartCT10n b
O e.IF AFTEC gf_ hh E
RITER 70 o
e
,k b k h h
g, g
E S
30 0 ft5 IF TES, DESCRIPTION OF DISCRIPAMOIIS 82C 17 24167 anved 2'-4%" Worth CONT'E A434 noved from Berth-Seeth run to East-West run 2-E163 aoved 16%" Berth g
4 Weight of the valve FF-4 ased in analyste differs from vendor supplied weight ee.
I Evaluation Tes I
82F 17 FP-63 operator orientattoo not per design Extra supports DE7 and CBS provided ta the piping Weight of the valve FF6 seed in the entsyste differs from vendor espplied weight Ravelope of areas 7 aul 5 should be used la analysis S g port 15ERE-2-153 spans areae 7 and 8 eee I
Evaluation Tes X
1 2 o/
- 11 e
D 8
f f
FACE 49 0F1 ST '- # 4 -Tejaty It SUL12 TIN 7e 14 DESCRIPTION OF INFECTION RESULTS
~
OttCKZD DATIY
[
ST$ m BA M TREA m g
5,,
,,",,,3,,,,
=
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IF AFFLris-em kg Eh gf h h.
O ILETIR 70
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h NO TIS 1F TES, EESCRIPTION OF DISCRIPANCIES 102A 12 BC-2341 Welda/DomfirSumation act ta accordanee with W-1904108-2300-3 ace-2342 Configuratien not ta seemedance with
>190-EltE-1301-3 ECS-2344 Structural umsbers not to assordance with a
h-190-E105-1303-3 BCB-23-86 Configuration mot ta accordance with M-190410E-2305-4 Envelope of Arena 8 and 9 should be ased ta analysis eee I
Evaluation Tes I
1028 13 Anchor A185 ConftSuratica act in atroommat with C-SS3 BCD4-E73 Welds not ta accordsece with >190410r472-3 ED4453 Structural Member est ta accor maea with a
M-190410F4524 e
Extra Support No. 2 located aest to ED4453 Extra Support so. 3 leested between ECD 4-550 and ECD 4-I51 Extra Support No. A located next to ECD 4-547 tatra Sayyort No. 5 located next to ECD 4455 Extra Support so. 6 located nort to ECD 4437 Extra Support so. 7 located aest to BCD 4-560 Extra Support No. 8 located aert to ECD 4461 Extra Support Bo. 91erstad east to ECD 4-363 1
I Extra Support No.10 located between ECD 4469 and NCD4470 Batra Support so.11 located mort to ECD 4473 Extra Support Bo.12 located between BCD4-580 and ECD 4431 Extra Support so.13 located sent to EC3-4-362 3xtra Support so.14 located betsman ECD 4-E73 and BCD4-575 Anchor A-168 mcene 3'-1" to East 10P ED4-E-76 anved l'-1" to West 10s ECJ4-E-62 enved 13" to Berth T32 (E-3) w ved l'-3" w Soutt 308 ECD 44-39 noved l'4" to Saat BCD4-561 Spans Sciente Joint e
I Evelaation Tes I
102C 12 Anchor A389 ConfiSuratica mot ta es:eement with C-897 Anchor A183 ConfiSuration act la aSreement with C877 BCD4439 Structural unabet e not la agreement with M-190410E4 l8-3 BCD4-541 Welde/ Conf 18eration met ta etreemmat with N !M410E4A04 Talve A1431 Orimatation mot in asrosamat with 5210E Savelope of Areme 8 and 9 shon14 be ased La the analysis I
a s
E Evaluation Yes I
1265 N 2
~
-.- 42_
ErI--4 Al-mnf/w/W la act.tzTim 7914 mescalm0w Or lasrtCnos Ersan
<MrCxzo L4
.n f/=4r snT n mrm WATER TRF.ADEM g
h ggp E
E 5
g 1rArrters g
4 L'g N. t;g Ey (e m_to i5 elsCRDANCIES "3
'3 Yh WO.
E"
,g gi g EC E8 am 5
no Yrs tr Yts. DesCt1Pr10M OF DISCRIPANCHS 102D 12 BCC-50-El Welds not ta aces'*ance with M-190-510E-5000-3 30C-50-E2 Welds not ta accordance with Crinnell SK 14-5001
}
BCC-50-E Configurettaa mot ta accordance with M-190-EDE 5002-
[
BCC-50-54 Welds not ta accordance with M-190-E10E 5003-3 Supporte located in areae 7 & 8 should be analysed for displacement e+e I
Evaluatic Yes I
l 102E 10 30C-50-344 Welds not to accordance with M-190-E10C-5043 3 BCC-50-E10 Welds not la accordanes with M490-E10C-M09-3 30:-50-E11 Welds not in accor maea with M-1WE10C-5010-3 a
3CC-50-E12 Welds not ta accordsace with M-190-E10C-5011-5 30C-50-E3 Welds act ta accordance with M-1*E10C-50124 30C-50-E15 Craftsurettos/ structural Member act ta accordance j
with M-190-E 0C 3014-4 1
EC-50-E17 Welds not ta accordance with M-190-E10C-5016-5 BCC-50-E18 Welds not ta accordance with M-190-E10C-50174 30:- W E19 Welds and clearances not in accordance with M-190-510C-5018-4 EC-50-E25 Welds not in accordance with M-190-E10C-5022 5 3CC-50-E25 Welds not to accordamee with M-190-E10C-5024-5 3CC-50-E27 Walde not in accordance with M-190-E10C 5026-5 6
i t
ECC-50-E8 Welds and attarh=at act ta accordance with l
I M490-E10C-5027-5 l
EC-50-E32 Welds not is accordance with M-190-E10C-50294 3CC 50-E 3 - not installed SCC-50-534 Welds not ta accordance with M-190-DOC-50334 i
3CC-50-E5 Welds not ta accordance with M-190-E.M-5034-5 t
3CC-50-E36 Welds act la accordance with M-190-E10C-50354 NCC-50-E37 Welds not in accordsace with M-190-E10C-5036-7 3CC-50-E9 Welds not in accordance with M490-E10C-5038-5 i
BCC-50-540 structural Maabers not in accordance with M-190-Il0C-5039 3 3CC-50-542 Welds not in accordance with M-190-510C-50414 3CC-50-543 Welds not to acco h e with M-190-E10C-5042-5 l
Extra Banger 054 located next to 3CC-50-E9 Entre Sanger UE-2 located between ECC-50-E10 and sa:-50-E11 Extra Sanger UE-3 located between sa:-50-E11 and 3CC-50-E12 Extre Sense, 554 located anut to ECC-50-519 Extra Sanger 55-5 located sent to 3a:-50-520 Butre sanger 354 located aest to 30C-50-E31 e
r*
O 4
'I 12Lj
- l)
FACE -
Or L~p4At arr fA/;y m
.1 It SUL12713 7914 DESCAIFTION OF INSPECTION RESULTS omCIro M*"
mir 9/se/rf v
sTstos mm mTra TIa4 mort
[g 5
E ILity Es E
R 1r Arry.,trn U
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g po Trs IF Yts, Desentr71ou or DiscuPAMcIES 102r to Entre 9anser UE 7 1meated between 3(r-50-363 and act 50-844 Cos t.
Extr. Ranger 03-8 located betwem 33>50-547 and Anchor A384 3(r-50-59 anved l'-4 5/8" West EC-50410 moved 1'-4 3/8" West 3
4 EC 50-E13 moved 2'-9" sooth 3CC 50-E18 moved I'-7 3/4" up i
i 3(r 50-E21 moved l'-7 7/8" East BCC-50-E30 moved 13" East BCC 50-I33 is missing BCC 50-542 moved 12 7/8 morth ECC 50-543 moved 141/8" South e
i ECC-50444 noved 12%" Berth BCC-50-565 moved 2'-2%" North
{
BCC-50-564 moved 2'-21/8" West Suppert ECE-50-E21 Speas solemic Joint
++e I
Evaluation Yes I
i I
l102F 10 i
1 Evelastion I
Bo g
?
l 1020 11 Anchor A423 configuration / Structural temsbere mot la accordance vita C-431 f
Anchor AA24 Structural Mmmbers not is accordance with C-837 t
ECC-51-5102 Walde not la accordance with M-190-E10D-A5101-2 str-514103 Welds not ta accordance with n-190410D-A5102 2 I
i RCC-514104 Welds not la accordance with N-190410D-A5103 3 t
103 BCI-514103 moved l'-2 1/8" to West Aacher A424 moved 2'-5%" to morth-West i
l I
Evaluatire Yes I
i 102E 11 30C49-g[104 Welds not ta accordance with N-190-E10D-46903 2 EC-494105 Welds not ta accordance with M-190410D-A5906 3 Extra Esogar UE-1 located amat to ECC-494101 10s-att494102 moved l'-1" to Eat 10340C49-E104 moved I'-0 3/4" to South Anchor A426 moved I'd S/8" to morth-West e.
~
1 Evolmatten Yes 1
1021 12 Anchor A427 Structural Itambers m_* in accordanee with C457 BCC40-Il03 conftsurattaa mot ta assorsw with Il-190-El(R-A4002-1 Anchor A428 moved l'-6k morth-east 1265 '14
-o a.
FACE ti ff4 LA M.Tt@nf
.T IE BULIETIN 71-14 DESCRI7 TION OF tirfM CTION RESULT 5 7
~
OGCKZD
- DATE ST5 TEM nure"? Mim ver1W h
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E 2
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a E
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=a [5 45 l5 !! I 5 Esis!i
' ' * * " ^ " '
pc YES 1F TES, DESCRTFTION OF DISCREFANCIES 102J 13 Aacher &&30 Structural Member not is sesordance with C-837 Batre support so. 1 located betteen BCC 53-E101 and Anchor A429 g
10s-u:C-53-E104 noved l' 4" down Anchor A430 noved l'-11" Borth-west I
Realmation Tea I
1023 13 105 BCC-53-E-111 mved l'-11" to West 103 53:-53-B-112 moved I'-1" to East 105 Ra:-53-B-116 moved l'-41/8" to East tot ECC-53-R 126 noved 2'-2 9/16" perth-East aa: 33-E115 spane solemic Jolat Ravelope of Areas 7,8, & 9 meed be considered I
tentantion Tee I
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IE SUL127118 7914 Dt1CR1kT10W OF IRSFECTION RESULTS
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mn9/u/n STSITM BCRETW Hart tKD mafuATION g g,gy, E
1F ATTICTFD E gf hh E
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Esh,u is li il i s 30 fts 1F TTS, DESCRIPTION OF DISCRIPAMCIES 103A le-Anchor A168 noved l'.1%" Saat tvaluattoo I
so I
S s
i I
i 1
l 9
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i.1 1265 216 9
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No TES 1F TES, DESCRTFTION OF DISCU PAMCT25 1017 64 Support to. 230 Configuraties/ welda/ clearances not to acoordance with M-160-75-1 Support to. 245 Csaftsuretios/uelda/not to aeterdanes with M-260-75-1
]
Support so. 205 Configurettem/ welds act ta accordance with N-260-73-1 Support so.180 Configuration / welds not ta accord *ar-with N-260-75-1 support so.155 Cuafiguration/ welds /staarances not ta g
accordanes with M-260-75-1 Support to.125 Cssfiguratisa/welda act ta accordance with N-260-75-1 1
Support No. 90 Welds not ta accordance with N-260-74-1 Butre Support E 11eented east to so.125 3rtra Support me-2 located anzt te so.180 Rztre Support hi-3 located east to No. 205 Brtre Support E4 located mest to so. 230 55 has been relocated to horisestal run.
was I-2 Rastraint. saw is 2+T teatratat 180 noved 2'-6" West A-26 haa heen relocated to a horisontal run. pipe configuration has changed.
Dimension at E-8 changed from 6'-6" to 5'-3".
I ee X
twelaation Tes I
i l
101Q 63 cupport M-25 Welds / structural Members not to accordance with 4-26040-1 Support M-35 welda not ta accordanee with M-16041-1 Support M40 Welda/ structural Numbero not to accordance with M-26042-1 Support M45 Welds /8tractural membere not ta accordance with N-26042-1 Support 3-90 mot tastalled support m-95 mot tastalled Support N-105 apt tastalled Support M-120 configuration /Welde not to accordance with M-26044-1 Support N-160 act tastalled Anchor A-1 pipe not embedded, Anchor point missing Batra Support AE4 located on 4"6D sutre Support As-5 located on 4"-MBD Batra Support A34 located en 4"6D Extra Support AE-7 located on 4"6D Entra Support AB-8 located on 4"6D Extre Support AE-Reented on 4"6D (Omatissed) 1265 ?I7
~
FACE M og 62 nu LL.Afakj7f IE BUL1271N 7914 DESCRIFTION OF IN5FECTICII RESULTS OGCKZD
.Afti f
v s
[g 5
QQ, BYSTD' STAT 10N AND TIUTRUNDrf tia a
Bu E
O IF Aft 111-lg g
gf,g, g
M RITER To
=
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DISCRZFANCIES
- 3 3
Wo.
N 2 2.h. E 53 5
a s I E
N0 Yts IF Yts, Dt1CRIFT10N OF DISCRIPANCIIS 128A 16 Seteate soundary locatten met ta secordance with M-215 Support 15 SCD-30 El not included la the smalysis support 15 SCD 30 E2 act tacinded is the analyste g
I Ryslaation Tes I
t 1265 718 9
e-ea
I
~
TAM tt OTA L-.L %n%
e sT 28 301.12713 79 14 DESCRIFn05 0F 1mFECT10W EZstlLTS
==> L*g
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ST3fp TUT mwP gggp k
0 IF ATTECTrt
$. $ ti U.! $ $.
e '#",,."
Nl kf 5
Wo I US TF Yts. DESCRTFTTON OF 213CUPANCUS 126A 47 BC-29-E17 Walde est la assordance with >190-08 2916-3 NC-19-E20 Configuration mot ta esserdance with
>190-De-2919-2 g
WC-29-E21 Cnefiguration act ta accordance with W-190-08-2920-2 B C 29-E22 Configuraties not la accordamse with W-190-D S 2921-2 BC-29-D2 Welds not ta aceerdance with >190-D8-2931-2 BC-29-E22 anved 12%" South BC-29-E22 noved 19" south 1ansth of pipe 3a5C-27 (G-8) shortened to 2'-3" e
I I
Evs1mation fee I
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i I
i l
i i
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i 6
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ran u sw 62 M b mrt'*[IV3/
sf I
2 scuzY1s n.16 ausentrnou or Issrtenom assnTs mitM/ihf cmrcrzo jg kg 5
Q1uYr sYs m wwr mm E
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s-arnAnx
=
Discarrinetrs
- S 2
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30 TES 17 YtS DESC11FT10N OF BISCRIPABCIES 101g 63 se Anchor at D.P. 260 Cuamectian for D.P. 225 bas been ratecated Osamectism for D.F. 210 has been ratocated a
ao 3magere at D.P.e 90, 95.105 and 160 Dimension 2'-2" at G-8 to 20'-5" on anth andet stamaston 14'-4" at RSS is 15' 3" en anth model ee 3
Svaluation Tes I
1C1E 62 Awhar A-1 Stractoral unaber act ta accordance with M-2 60-34-1 Anebor 4-2 Structural unnber act la accordanee with M-260-34 1 535 Configsraties not ta accordanea with m-260-35-1 Extra manger G 102) located on 4"-143 mart to eachor A-2 Extra Banger G-103) located on 4"-Lct below elab at
- 31. 610' #
Extra Emager G 104) located on 4"-ts between Banger 35 and elab et E1. 595'-0" trtre 5mager G 105) 1acated on 4"-1cr below floor elab at 31. 395'-0" an I
Evalmation Yes I
101L 62 Extre Banger G-106) located on 4"-14E kales floor elab at 31. 623'-0" anager 45 Extra Banger G-107) located on 4".1EE between floor elab at II. 614'-0" and Banger 35 Extra Banger G 106) located so 4"-tst betuses floor elab at E1. 603'-0" and Banger 35 trtre 5mager G-100) located on 4"-15E between Ameher A-1 and penetration C-22 A-1 anved 2'-6" South D.P.15 doesn't show hanger 65 noved l'-10" op ee I
twelmation Tee I
101F 62 two supporta are missing at D.P. 20 & 40 9e 1
Evaluation Tes X
'l (_ f ;
9<_ U v.
I
~
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~,
l
FACE 57 fvr 42 u muns n-14 micairn0 or 1mmen0. arma TE fl/N ST DATEM[I OtECIED b
sysy:M amarnAct nsTEM fg g
oQ1LITY b
.O anE"g,7AFTECT 1
.g p 9
v
_ 70
.C
,l DIScREFARCIES
- 3 3 $
O.
N Ei E !' a. g.
53 8 a po TES 1F TES, DESCRIPTION OF B13J2?ANCITS toin 62 Anchor A-1 Welds not ta accordance with M-260-16-1 Amehr A-2 Welds not ta assordance with M-260-171 g
Anchor A-3 act saata11ed OO Clearances not ta accordance with M-260-951 E75 Configuratisa not to accordance with M 260-96 1 5105 Configuratica act to accordance with M-260-821 E115 Configuratton not ta accordance with W-260-33-1 E150 Configuration act in accordance eith M-260-83-1 Extre Banger G-1) located se 4".12 mest to Emnger 30 Extre Bager G 2) located on 4"-12 mest ** Ranger 30 Extra sanger G-3) located on 4"-12 mest to anager 30 Extra Esager G 4) located on 4"-12 between Esagese 30 & 40 Extre Banger G-5) located on 4"-12 between Esagers 75 & 105 t
Extra Banger G-6) located on 4"-12 between Bangers 105 & 115 Extra Esager G-7) located on 4"-12 between Bangere 105 & 115 Extre Ranger G-9) located on 4"-12 between Banger 150 and penetration C-20 Extre Ranger G-8) located on 4"-12 between Bangers 125 & 150 Extra Ranger G-10) located on 4"-12 mest tm Aacher A-1 Rztre Banger Gall) located om 4"-12 mest to Banger 75 D.P. 40 sowed 2'-0" south A 2 moved l'-4" south 115 noved l'all" genth 125 noved l'.2" south e.
I tvalaation Yes 1
101N 62 Anchor A-1 Ceafiguration act in accordancs with M-260-101-1 E50 Configurettaa mot ta accordance with M-260-100-1 Extra 5 sager G 12) located on 4"-LCE text to 5 sager 35 Extra Banger G 13) located on 4".12 between Esager $0 and Anetu r A-1 A-3 noved 3'-2" Berth ee 3
Evaluation Yes 1 101d 62 Penetratica no. C26 =t=h= clearsace is 1" Anchor A-1 Configuration /Strectural sauber mot ta accordance with M-260-38-1 Extra 5mager G-110) located om 4".12 mest to anchor A-1 A-1 enved l'-7" serth I
Evalmatica Tea I
./
1265
?21 9
FACE 58 0F 62 BT L L.
Du e
it SULIETIN 7914 BEBCE1FTION OF fuBPECTION RESULT 5 e
tmTr to 1[ff OtzcKED saArmaer st: ten D
5 75
- 3T5 TEM g$
5 OPERA 31L11Y E
I 5
g 3,,y,nn, e
g N
E N
e5 0 RET 13 In g,5 g g hg gp
- wu is il11 i s
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="-""
50 TES 1F TES. DESCR1FT10N OF B15CRIFAMC125
- 0 13 65 tiptas taata11atten met ta accordamee with 5-100 (F 1)
Banger so. 30 welde met ta escordance eith b260-5-1 Banger so. 45 eelde not ta accordanea with 5-260-6 1 N
Ranger so. 155 eelde not to accordamse with h-260-2-1 Ranger Bo. 170 welde not ta seassessee with 5-260 3 1 Estre Ranger 05 1 located aest to sanger so. 30 Estre Banger 13 2 located aest to Banger Bo. 30 Estre sanger 12-3 toested aest to Banger Bo. 30 Extra Emser tm4 laested next to sanger Bo. 45 Estre Baeger CH-5 located aest to sanger Bo. 45 Extre Banger Im-6 laceted aest to Banger so. 70 Extre Banger DE-7 located aest ta Banger so. 70 Estre sanger III-8 laested aest to Banger so. 70 Entre Ranger 15-9 laceted mast to Beager No. 70 Estre Banger 13-10 located mast to anchor 4-1 sepport at 30 avved 22" West Support at 155 noved 1A%" Berth ee I
Evolastion Yes E
101C 65 Banger Bo. 25 selds not in accordance with 5-260-84-1 Ranger so. 40 welde act ta accordance with h=260-05-1 Banger so. 70 welds act ta accordance with 5-260-87 1 Entre Banger 13111 lacetM mest to sanger so. 70 Extre Beager > 12 located next to Banger Bo. 65 Extre Rangen CB-13 laceted aest to 5=ager so. 95 Extra Esager 13B-14 laestW mest to Banger to. 95 Extra Banger 12-15 nacated aest ta Banger No. 95 Entre tanger 05-16 laceted mest to Beaser so. 40
- Extre Ranger 05-171aceted seat to Esager k. 40 Estre sanger gn-18 laested mest ta manger Bo. 25 Extra Manger >19 located aest to Ranger so. 25 Estre Ranger U548 located aest ta Ranger Bo. 25 Extre Panger 13073 located aest to Esager No. 95 e.
E Evaluation Yes I
i 19/C 7^dc7 l_LJ e
a
F
,9 0,
6, 0
IE scurf 15 7916 953CRIFT105 OF 15sFECTIOB EE3 ULT 5,
m
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StmID BA.Tt l
j l
[
ST3 FEM 95 Alm gTSTn g
l g y 0
IF ATFtrrra-
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n
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~
50 fts IF Yts, DESCRIFTTON 's DISCEZFANCTIS 101D 65 F1ptag tastallattas not ta agn amat with B-130 (F-6)
Sanger Bo.15 eenfigurettee met ta escordamee with M-160-89-1 Banger so. 45 eelds met ta ascertence with 5-260-90-1 gs Banger Bo. 75 eelde not ta accordance with 5 260-91-1 Benger No. 90 solds not ta accordance with u-2ev= =
- Banger No. '.10 eelde/ structural amasere not ta aceerdamse with N 260 W 1 Banger Bo.120 solde/etructural maabers not ta accordauce with h-260* W 1 Banger Bo.140 solde not ta accordamee eith 5 260-92-1 j
Banger so. 160 selde not ta accordance with N-260-12-1 Banger Bo. 205 eelde act to accordance with M-260-95 1 Anchor A 2 pelde/comfigure% ;; la accordamee with j
N-260-15-1 Anchor A-4 etructural asaber not ta.accordance with N-260-15-1 Extre Banger 3-201acated east to Banger so. 25 P tre Banger 83-21 located aest to Banger No. 25 Butre Banger W-221aested mest to Banger Bo. 45 Extre Ranger 15-23 laceted east to Beager so. 90 l
Extra Banger h26 lacated east to Banger so. 90 l
I l
l Extra Banger 12-15 beated aest to Esager so.110 j
Extre Banger 15-26 located next to dachor A-4 Extra Banger 55-27 located aest to Banger Bo 110 I
j 8xtre Banger 15-28 lacaied east to Ramse so. 120 support at 45 moved 7'-1" porth l
support at 50 enved l'-5" South 3
l 3
Evataattaa Yes I
101F 65 F1plag testallattoa not ta accordance with M-180 (F-13)
Beager so. 50 eelds not to accordance with h-260-59-2 l
Banger so. 60 solds/ configuration act ta accordamee with M-260- W 2 l
Banger 5o.100 eelde not ta accordance w+ th M-260-54-2,
i Banger so.113 entde not ta accordance with N-260-55-1 Banger so.135 eelde/comitsuretion tot ta accordance with m 260-57-1 Banger Bo.165 selde/configurettaa act ta accordanes with W 260-56 2 Bancer so.170 eelde/eenfigurettom not ta ore. Wace with 3-26+ 57 2 Banger so.185 eelde not to accordanee with N-260-W2 Beager Be. 205 pelda mot ta accordance with M-260-56-2 Banger Es. 220 solds not ta accordance with N-260-56-2 Banger me. 223 eelde/seaftsurattaa act la accordamee with N-260-60-1 Banger Bo. 250 solde/seafiguestian met ta aceerdamse eith W M0-54-2
' ')
N
~
P 60 0F 62 BT ] " 'i h Daft N I
.I IE SU112T15 7916 Dt3C51FT1*W OF 1551tCT105 515ULTs
- atCrzo M mir ehr _ -
,srsitu 2
5 ERAIBam SYSTEM 6b OrtRASILITT gygtgn E
E B
g tr errrm -
g gf_ EO 3
E BEF18 E,m,,T r' 9
- s 8
Ia i 5
h 50 Ytl if Ttl. DESC31pT10N 07 D13CR2fANCTIS 10lr 45 Banger Ee. 375 sala. not ta esserdamse with W-260-110-1 coet'd, Banger Be. 560 esatt,ustism met la accorGance with 5-260-69-1 Banger so. 335 eelde/conftsurntian met la accordamse eith 5-260-111-1 y
e Beager me. 405 ontde not la accereance with >260-69-1 Banger Be. 415 eelde met ta escordance with >260-69-1 Banger Be. 425 eelde met ta eseerdamee with 5-260-69-1 tsager Be. 435 solde met la asserdance with W-260-691 Banger Bo. 450 eelde met ta esterdance eith k-260-70-1 Beager Be. 485 selde not la asserdance with M-260-70-1 Extre Ranger 95-57 teosted aest to ancher A-2 Entre Banger at-53 lasated aest to dasher A-2 Estra sanger Un 59 lacated anst to Banger Ee.100 Estra Banger 15-60 toested esat to Banger me.100 Batro Banger 3-61 located mast te sanger so.115 Estre Banger On-62 laceted nest te Benger so.115 Estre Beager UE-631aceted mast to Esager Bo.115 Batre sanger gu-66 located meat te Banger so. 250 Estra Emager De-65 toested meat to Banger Ee. 335 Estre Ranger 15 66 Imested nest to Basser Bo. 155 Estra Banger gu-67 located aest to Banger so.170 Ratre Ranger 3-681scated aest te ganger so.185 Estre sanger US-69 laested nest to Banger so. 205 Extra sanger 05-70 toested aest to Banger so. 220 Estre Ranger 05 71 laested aest to tanger Bo. 225 seppert et 225 saved 3'-9" Berth Support at 120 anved 2' 9" Berth Support at 205 noved 2'-7" Berth suppttt at 185 anved 2'-0" West Support et 155 anved l'-7" mest I
tys1matten Yes I
a e
IE 5U112715 79-14 agSCRIFf105 0F 15EF1CT13 BESULT5,,
MO N S
h 0FE ILITT gT5 m O
u'F errirTr I
d ti! "0!
b EF" 1" 98 g
mu m
u gg 5
hbh 30 ft?
TF TES, DESCRIFT105 0F B75 CPEFANCTES 101I 65 Piping Installation mot ta accordanes with m-180 (F-4)
Emager Bo. 25 welsa/cafiguratica act ta accordanee with M-260-25-1 Banger so. 40 solds/eenfiguration not ta accordance with
> 260-25 1 s
Ranger so. 55 solds not ta accordance with M-260-15-1 Banger b. 75 solde/ configuration wt ta accordance with
> 260-26-1 Emnger Ee. 90 asafiguration act ta accordence with M-260-261 Esager Bo. 110 asafiguration act ta accordance with
> 260-26-1 Banger No.130 strucetral'ammber act ta accordar,se with
> 260-2b2 Esager Bo.135 configurattaa mot in aceerdance with N 160-41-1 Banger Bo.145 structarsi mentar not ta accord?r.uce with N-260-28-2 Banger Bo.175 structural aanber act ta accordance with
=
>2 60 2 5 ager 5o.190 structural maaber act ta accordance with M-260-28-2 Banger No. 235 solds/em. figuration mot ta accordance with
> 260-61-1 Banger No. 210 solds not ta accordamee with M-260-27-1 Sanger No. 270 selds act ta accordamse with u-260-27-1 Sanger so. 235 seld/ceeftfuret%s not la accordance with M-260-27 1 Banger No. 315 eelde act ta accordance with M-260-29-1 Esager Bo. 325 soles not in accordamee with M-260-30-1 Bangar No. 355 pelde/ configuration not in accordance with 16-260-112 1 Extra Banger W-29 located next te Banger Bo. 450 Extra Esager U5-30 loosted maxt to Banger No. 450 Extre Banger W-31 located east to Banger No. 450 Extra Banger W-32 locatad anzt to Banger No. 485 Extra Banger 2-33 located next to Banger so. 425 Extre Banger m34 located aest to Ranger No. 425 tttre Banger m35 located nort to Ranger No. 415 Extra Banger h 36 laested mast to Banger Bo. 405 Extra Banger 55-37 loested east to Banger so. 285 Extra Ranger M -33 located east to Emsger No. 270 satra Banger m39 located mast to Banger so. 325 Extra Banger tu 40 located anzt to Ramser so. 325 l
Extre Banger Del 1aested next to Ranger Bo. 270 L
Extra Banger M62 leested aest to Banger Bo. 250 EXIETIEND 125 ?'d5
=.
i
s' PM 67 0F 62 9
- SY l'= 1 # #
i Ig acurria 7914 DESCRIPTICW CF If!EFECTION RESULT 5
--- IETE
[
DATE/D[13y OtZCKED V
S k
ST5 TEM "W MN O RASILITY 5
0 IF ATTICTrt-y)
$ ta hC hh h
IIIIR TO gu g
=
> =
m u
EMR hh h 5
50 TES 1F TES, tf.3CRIFT10N OF DISCREFANCIES 1011 65 artra Banger tul431aosted aunt to Banger Bo. 90 Caet'd Extre Esager 1R144 lacated asst to Ranger Bo. 55 Extra alanger 5E451sented mest to sanger so. 55 Extra Bangar Em46 located east to Banger Bo. 40 Extra Enger U547 located nort to Beager No. 25 Extra Banger 13149 located next to Sanger Bo. 375 Extra Emager 5B-50 located east to manger so. 385 Extra sanger DB-51 laested samt to sanger Bo. 385 Extra Esager W-52 tacated aest to E-ager Bo.175 Extra Banger UE-53 leented aest to maestr Bo. 175 l
Extra Esager 15-56 located next to Banger Bo.175 Extra Benger IEl-55 leented aest to Reager Bo. 190 Extra manger III-56 leested next to Anchs 5o. A-1 Extra Bangav tui 72 lacated next to Banger Bo. 130 Extra Banger eE-74 locat M mest to Emager No. 110 Extra Fanger 0E 75 lanated aest to Bar,er No. 90 Eatre sanger lui-76 located east to swer nn.145 support at 25 moved I'-5" Bast 3spport at 4C moved 3*-10" Berth suppets at 175 noved 3'*0" does gapport at 190 noved l'-4" does ee 1
Evaluation Tee I
P00R ORIB!NM 1265
?26 e
f
.