ML20133C913
| ML20133C913 | |
| Person / Time | |
|---|---|
| Site: | Wolf Creek  |
| Issue date: | 12/27/1984 |
| From: | Brown G BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20133C868 | List: |
| References | |
| FOIA-85-101 NUDOCS 8507220039 | |
| Download: ML20133C913 (298) | |
Text
{{#Wiki_filter:s FItM REPORT ON THE EVALUATION OF AWS FIELD WELDING ON STRUCTURAL AND MISCELLANEOUS STEEL AT 'IHE WOLF CREEK GENERATING STATION 4 i BTH'Eu POWER COPRORATION GAITHERSBURG, MARYLAND D EINBER 27, 1984 j;; f ,SI
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i . Prepared by: Gerald Brown s 8507220039 850528 PDR FOIA VARRICC85-101 PDR:
h7J CREEK gfS WCDING EVALUATION REPORT INDEX I. INTRODUC'" ION II. JOINT SELK: TION ! A. General B. Perspective on Field Welded Joints , I C. II/I Welds III. REINSPE:: TION RESULTS A. General B. Sumary of Reported welding Deviations IV. JOINT EVALUATION j A. General B. Joints Which Exceeded Allowable Stresses , C. Joints with Missing Welds ard Material D. Inaccessible Joints V. COtCLUSION l I f N.
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A""ACINENT Westinghouse Electric Corporation Letter SNP(KG)-503, J. W. Irons and L. R. Benson to J. A. Bailey, dated October 1,1984 TABLES
- 1. MISCELLANEOUS /muCIURAL STEEL CONNCION SU! NARY
- 2. STATUS O' AWS WELDING REINSP C IONS AND ENGINEERING EVALUATIONS APPENDICES A. STRUCWRALLY SIGNIFICAlff FIEID WELDED JOINTS B. DRAWINGS REVIDED 'IC IDDTfIFY STRUCTURALLY SIGNIFICANT FIELD WELDED JOIhTS C. ICRs, FORs and FIELD FABRICATION REQUESTS REVIDED TO IDENTIFY STRUCTURALLY SIGNIFICAN7 FIEID WEID JOINTS D. StPfiARY T REINSPCION RESULTS 9
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W:XS CFIEK AWS hDING E7d,UATION P2POR* I. IN"1tOCFJCTION field On September 18, 1984 a reinspection of structurally significant MS welded joints (identified by Bechtel Power Corporation) was initiate $ at the Wolf Creek Generating Station by Kansas Gas and Electric (KG&E) Project f Management. "ne reinspe= tion was initiated to address concerns regarding AWS field welding as described in KG&E Corrective Action Report (CAR) 19. Be scope of the initial reinspection involved 6 structurally significant field welded joints in each of the 6 safety related buildings: Auxiliary Building, Peactor Building, Control Building, Diesel Generator Building, The Fuel Building and Essential Service Water System (ESWS) Pamphouse. weld results of this initial reinspection identified two missing welds (one on a pressurizer support in the Reactor Building, and one clip angle weld on a beam support in the Auxiliary Building), and various other deviations from AWS D1.1-75 welding requirements as described in this report. As part of the evaluation of AWS field welding, Kansas Gas and Electric the Project Management also initiated a separate reinspection of joints in Building which had missing weld inspection records i.e. Reactor Mis reinspection Miscellaneous / Structural Steel Weld Records (MSSWR) . identified missing welds on the containment cooler supports and missing brackets on the incore instrumentation supports. A potential significant deficiency was reported to NRC Region IV on September 18, 1984 in accordance with the requirements of 19CFR59.55(e) . i (
Paga 2 i AWS W;~~DDG E7d,UATIOh' PIPOr ! As a result of the findings of these two reinspections, the program to reinspect structurally significant field-welded joints was expanded to include all such joints in the six safety related buildings at Wolf Creek.
': tis report documents Be:htel's involvement in this program, which in:lu3ed the selection of joints to be reinspected and the structural evaluation of the as-built condition of the joints as described in the reinsoection reports generated by DIC. The results of the evaluation did not identify any significant deficiencies in a Cordance with 10:2'R50. 55 (e) .
II. JOIhi SrJX"' TION A. Gereral
'Ihe joints included in the reinspection and evaluation program are all structurally-significant, AWS field weld joints, which:
- 1) support or potentially support safety related egaipment and building s
c:xnponents,
- 2) are located in the Reactor Building, Auxiliary Building, Con *aol Building, Diesel Generator Building, Fuel Building or Essential Service Water System Pumphouse,
- 3) were installed under the structural steel erection contract (Bechtel Specification 19466-Cl22) or the miscellaneous steel erection con *aaet (Bechtel Specification 19466-Cl32), and
- 4) were originally inspwated un$er the Daniel International Corporation (MSSWR) Inspection (DIC) " Miscellaneous / Structural Steel Weld Records" Program.
Pag? 3 AWS W_ DING FEUATION REPor For the purpose of this reinspection program, a joint is defined as the A joint may contain more than connection between two structural members. one weld, or a combination of welds ard bolts. A joint may also be refered to as a connection. AWS field welds for the following items were not considered to be structurally significant:
- 1) handrails
- 2) toeplates
- 3) grating
- 4) checkered plate
- 5) stair towers
- 6) ladders
- 7) monorails
- 8) temporary construction welds
- 9) temocrary deckirs supports
- 10) plug welds in unused bolt holes
- 11) cask loading pit hatch covers
- 12) cask washdown pit hatch covers 4
- 13) Reactor Building bracket shims
- 14) Dabedded beam +w seat welds .
i A total of 2669 structurally significant joints were identified for Appendix A identifies these joints and provides information reinspection. on their locations, the nonconformance reports (NOR) on which any welding deviations frcra AWS Dl.1 are documented, and a cross-reference to Bechtel engineering evaluations. Most of the structurally significant joints were identified on the structural steel (knerican Bridge Company) and miscellaneous steel (Cives Steel Company) erection detail and field work drawings, and Bechtel detail drawing (C-OX Drawing Series) . Appendix B lists the drawings which were ( 5
P ga 4 Ah'S KDING 57C.UATION P2 PORT reviewed in order to identify the structurally significant joints and In addition, DIC indicates those drawings on which joints were identified. reviewed field generated nonconfo= nance reports (ICRs) , field change reqJests (FCRs) and field fabrication reqJests. 'Ihose doctrnents identifying ) field welds which DIC considered to have a potential structural significance were provided to Be:htel for review. Structurally significant joints identified by Bechtel on these documents were also included in the reinspection progra:r.. A listing of the documents submitted to Bechtel is included in Appendix C of this report. B. Persoective on Field Welded Joints In order to provide a perspective on the reinspection of field welded joints, Bechtel ergineerirg made an independent count of the various joir}t shop welded, field bolted or field welded) required for the types (i.e.
\.. The drawings erection of mis:ellaneous and structural steel at Wolf Creek.
listed in Appendix B of this report were used as the basis of this count, and the results are tabulated in Table 1. Approximately 11,150 total joints are regaired for the fabrication ard erection of structural and miscellaneous steel. Table 1 indicates that there are 2320 field weld joints while the reinspection progran identified 2669 joints. There are two major reasons for this difference: 1
Pcge 5 AWS WE: DIN 3 EVA*UATICN REPOR'" \ l
- 1) Table 1 does not include field welded joints required by field fabrication requests, N:'Ps aM FCRs, and 2) miscellaneous ' differences in counting (i.e., when joints are partially shop welded ard field welded, etc.).
field Overall, even considering 2669 field welded joints instead of 2320, welding accounts for less than 25 percent of the total joints regaired for fabrication and ere: tion of structural and miscellaneous steel at Wolf Creek. C. II/I WEIDS l items included in the AWS field welds on seismic II/I steel contracts were not included in the miscellaneous / structural reins M ion. ':hese seismic II/I items are handrails, toe plates, grating, checkered plate, stairs, ladders ard monorails. Typically these are shop welded, field bolted items which are designated seismic II/I only to assure that they will not fail during an earthquake. In general, they do not act as seismic supports for other items. Monorails were load *asted as part of the Start-up procedures. Typically the seismic loads on these items are We much less critical than the service loads imposed during construction. believe that significant deficiencies in any field welds that may have been made on these types of items would have been identified during the In addition, we have not identified any welding construction period. deficiencies in the safety-related joints which have been inspected that We would expect the same would have resulted in a failure of those joints. results from a reinspection of welds on II/I items. s
PI_ge 6 AWS K D ING GT4UATION PIPORT III. FIINSP C ION RESULTS A. General All accessible joints identified by Be:htel as part of this reinspection program were reinspected by AWS certified weld inspectors un3er the The reinspections direction of DIO and E &E quality control organizations. were performed to the existing welding criteria of AWS Dl.1 and Bechtel with the exception that same Spe:ifications 10466-0122 and 19466-Cl32, A reinspe= tion report was inspections were performed through paint. generated for each joint indicating whether:
- 1) the welds on the joint were acceptable,
- 2) the type and extent of any deviation from AWS D1.1 and Bechtel Specification reqairements (In this case the as-built condition of all welds on the joints was documented on the inspection report), or
- 3) the joint was inaccessible (i.e. embedded in concrete or obstructed by installed eqaipment.)
of the 2669 joints identified for inspection 2386 joints were completely ard 119 joints were , inspected, 166 joints were partially inaccessible, totally inaccessible. All welds on 1293 joints were accepted by the inspectors, while welding deviations were noted on 1993 joints. Many of the deviation were very minor in nature, such as limited areas of lack of fusion or undercut, minor undersize, cold lap, etc. v.
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i Page 7 RW5 hr.JIN3 DEUATIOS P2POR* ; Bechtel for engineering All inspection reports were forwarded to evaluation. ! B. Smrnary of Reoorted Weldinc Deviations In Appendix D provides a synopsis of the inspection results for each joint. each straight line order to accurately report the reinspector results, segment of a weld was identifief, and the reinspection rescits were reported on a segment by segwnt basis. ':5e nanber of weld segments on a joint which have a particular welding deviation is recorded in the appropriate colme of Appendix D. A sa mary of the data in Appendix 3 is provided in this section:
- 1) Undersize
! A. Weld undersized fo: part of length - 68 joints 375
' B. Weld undersized on one leg (typically 1/16 inch or less) -
joints.
'Ibe undersize occurred only on the return welds on 103 of i
these joints. Se ! C. Weld undersized full length (of weld segment) - 284 joints. u:dersize occurred only on the clip angle return welds on 69 of these joints. D. Wald undersized due to fit-up/ root gap - 29 joints. i An engineering evaluation has identified only 5 joints (A192, A419, A431, RA, RG39) in which the maximum calculated design stress i exceeded the allowable as the result of undersized welds. Sese 5 joints are discussed further in Section jn.B. IV.9 I i f l
s Page 8 M3 WELDIN3 EVALUATION REPORT ~
- 2) Weld Defects lengrh) -
A. Overlap (typically limited to a small percentage of weld 68 join *J. B. Incomplete penetration - 24 joints C. Lack of fusion (typically limited to a small percentage of weld length) - 91 joints D. Excessive reinfor::ement - 6 joints weld size in excess of ES D1.1, Paragraph E. Edge constrnption (i.e. 99 joints (occurred on the return welds only on 48 of 2.7.14) - these joints. F. Cracks - 3 joints (all on beam to beam seat welds) G. Gouge / grinding -14 joints H. Slag - 9 join *a I. Porosity - 5 joints J. Arc strike - 3 joints K. Convexity - 3 join *J L. orher - 53 joints Only 1 Essentially all of the weld defects were very minor in nature. joint (C146) had calculated design stresses that exceeded the allowable as the result of excessive grinding. m is joint is discussed further in Section IV.B. No other repair of these defects was required.
- 3) Incorrect Configuration A. Gap in continuous weld (typcially at nail holes provided in eW plates to aid installation ) - 31 joints.
B. Spacing on intermittent welds - 1 joint
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4 Pago 9 AMS hDING EVA!UMION RSPOR'" 658 of these ~ C. Overrrun (i.e. excessive weld length) - 754 joints. joints involved overrun en the clip angle to embedded plate return welds only. D. Weld in wrong location /not welded per drawing (e.g. bevel vs. fillet weld, etc) - 5 joints , No joints were identified with overstress conditions as a result of incorrect weld configuration. Overrun on the clip angle to embedded Although plate welds was the most comon welding deviation identified. the ideal condition would be to have the return weld exteM only 1 inch maximum frem the toe of the angles, the extra weld length d,oes not reduce the cmpacity of the beam or the embedded plate to support the design loads. No repairs were required as the result of incorrect weld configuration.
- 4) Underrrun (i.e. insufficient weld length)
A. Greater than 1 inch in length - 96 j:ints B. Iass than 1 inch in length - 233 joints An ergineering evaluation has identified only 6 joints (AO, A430,. A435, A436, DD and D612) in which the maximum calcuated design stress exceeded the allowable as the results of weld underrun greater than 1 inch in length. '1hese 6 joints are discussed further in Section IV.B. No over-
, stress conditions resulted from weld underrun less than 1 inch in length.
- 5) Undercut A. Greater than 1 inch in length - 26 joints B. tass than 1 inch in length - 62 joints
'Ibe identified undercut was typically less than or egaal to 1/16 inch in No repairs depth. No overstress conditions resulted from undercut.
were required.
AXS hT;. DING E'vW.UATION REPORT Pag 2 10
- 6) Missing Material A. Material change-out (e.g. shims or filler plates added, plate instead of angle) - 21 joints B. Missing Material - 20 joints C. Missing Weld (segment ) - 137 joints An Ehgineering evaluation has identified 69 joints ( RF, R171, R172, R810 through R869, RJ87 through RJ90, CO24 aM C055) in which the maxi.m.n calculated design stress exceeded the allowable as the result of missing matorial or welds. 60 of these joints are identical polar crane, girder radial stops. R ese 69 joints are discussed further in Section i IV. B. An additional discussion of all joints with missing material ard welds is in::1uded in Section IV. C.
- 7) Inaccessible Joints ,
A. Totally inaccessible - 119 joints
- B. Partially inaccessible - 166 joints A discussion of in accessible joints is included in Section IV.D.
.l IV. JOIW EVAIDATION A. General , All reinspection reports were forwarded to Bechtel and the as-built condition of each joint was evaluated against the allowable stresses aM loading ecmbinations specified in the SNUPPS Civil-Structural Design l Criteria, 19466-C-9. Se general acceptance criteria for weld deviations from the requirements of AWS D1.1 aM Bechtel Specifications 19466-C122 and 19466 C132 west
- 1) All weld deviations which resulted in a violation of the design allowable stresses specified in the SNUPPS Civil-Structural Design Criteria 19466-C-9 were unacceptable and the welds were repeired.
AKS krDIN3 EVALUATION REPOR" Page 11
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- 2) Missing welds were unacceptable regardless of the stress levels in the joint and the welds were installed unless specifically approved otherwise by the engineer. (See Section IV. C)
- 3) Defects (cracks, lack of fusion, undercut, etc.) which jeopardized the integrity of the joint were unacceptable and required repair. We engineer performed a case by case review of each weld inspection report in order to identify those defects which required repair.
B. Joints Which Exceed Allowable Stresses In the as-built condition, 81 joints had calculated weld stresses which exceeded the allowables as defined by the SNUPPS Civil-Structural Design Criteria 19466-C-0. All joints with calculated stresses that exceeded the 0 allowables had missing, (in one case as the result of excessive grinding) undersized, or underlength welds. None of the joints were determined to have incurred da:nage as a result of the as-built condition and previous or existing loads. None of the ' calculated stresses exceeded the ultimate 1 capacity of the welds. The only required rework to these joints was the installation of the missing, undersize or underlength welds. Se joints with calculated weld stresses that exceeded the allowables are:
- 1) Auxiliary Building Joint AC - Se top and bottem return welds between the clip angles and beam 763B8 were underlength approximately 3 inches. ,
me maximum design reaction is 12.2 kips, while the allowable load for the as-built condition was 19.5 kips. B erefore, the allowable load was exceeded by 16 percent. We ultimate capacity of the as-built (
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AWS WDING DE/UATION REPOR* Page 12 l joint was 25 kips. tCR 1SN205683 has been dispositions! to install the
- issing portion of the return welds in order to restore the original i design condition.
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- 2) Auxiliary Building Joint Ale 2 - The weld between one clip angle and beam l 1
763B3 was undersized by 1/16 inch for the entire length. In the as- i j built condition, the maxinzn calculated design stress in the weld was 20.0 kips per square inch (ksi), while the allowable weld stress is 18.6 ksi. Werefore, the allowable stress was exceeded by 8 percent. The i ultimate capacity of the weld is approximately 44'ksi. ICR ISN20995CW i has been been dispositioned to increase the weld size in order to reduce l h the design stress below the allowable.
- 3) Auxiliary Building Joint A419 - So welds between the clip angle and beam 763B7 were undersized by 1/16 inch. Se return welds between the
- r clip angles and the beam were underlength by approximately 3 1/4 4 ( irches. me maximurn design reaction is 12.4 kips, while the allowable 4
l load for the as-built condition was 6.9 kips. Werefore, the allowable f load was exceeded by 80 percent. Se ultimate capacity of the as-built
!CR 1SN28995CW has been dispositioned to install
-l joint was 16.3 kips. . 1 the underlength weld in order to restore the original design condition.
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- 4) Auxiliary Building Joint A430 and A435 - m e return welds between the 4 clip angle and beam 763B1 were underlength by approximately 3 1/4 inches. Se maxima design reaction is 18.4 kips, while the allowable i i load for the as-built condition was 18.9 kips. Derefore, the allowable ;
load was exceeded by 4 percent. Se ultimate capacity of the as-built l joint was 23.8 kips. NCR 15209950f has been dispositioned to repair l
- the smeersised weld in order to restore the original design condition.
- j. 7-s 4
Page 13 AWS h C ING T4,*.7ATION REPORT
- 5) Auxiliary Building Joint A431 - We clip angle to embedded plate weld was undersized by 1/16 inch for its entire length on one clip angle.
Be maxim a design reaction is 12.4 kips, while the allowable load for the as-built condition was 10.9 kips. B erefore, the allowable load was exceeded by 14 percent. W e ultimate capacity of the as-built joint was 26 kips. tCR 1SN209950W has been dispositioned to repair the uMersized weld in order to restore the original design condition.
- 6) Auxiliary Bailding Joint A436 - 3e return welds between the clip angles underlength by approximately 3 1/4 inches. We
) and beam 76338 were maxim:en design reaction is 12.4 kips, while the allowable load for the as-built condition was 10.9 kips. %erefore, the allowable load was exceeded by 14 percent. W e ultimate capacity of the as-built joint was 26.0 kips. ICR iSN20995CW has been dispositioned to repair the un$ersized weld in order to restore the original design condition.
- 7) Peactor Building Joint RA - 2e weld between one of the clip angles ard beam 60633 is undersized up to 3/16 inch. We maxima design reaction is 81 kips, while the allowable load for the as-built condition was 62.6 Werefore, the allowable load was exceeded by 29 percent. Se kips.
ultimate capacity of the as-built joint was 149 kips. ICR 1SN20567CN has been dispositioned to repair the undersized weld in order to restore the original design condition.
- 8) Reactor Building Joint RF - W e weld between the pressurizer support boom and the top support bracket at pressurizer support Detail 4 was not installed. t o welds between the beam and the bottom support bracket, and between the bottom support bracket and the embedde$ plate were undersland. ,
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Pr,92 14 AWS WE:. DIN ^ r#d,UATICN TIP0r 3e bottom bracket welds must scoport the entire hori= ental load with An engineering the bean to top support bracket weld not installed. analysis has determined that the beam to bottom bracket weld was allowable stresses, adequate to support the maxirra design load within however, the bottom bracket to embedded plate weld was determined to be N~R ISN205090W has been dispositioned undersized by 9 percent. to install the beam to top bracket weld in order to reduce all stresses below the allowables.
"ne weld between the clip angles and beam
- 9) Reactor Building Joint R039 is unSersized by 1/16 inch. de maximure design reaction is 6,0 kips, while the allowable load for the as-built condition was 50 kips.
I derefore, the allowable load was exceeded by 20 percent. Se ultimate
. capacity of the as-built joint was 119 kips. E R ISN21072 has been l
dispositioned to increase the weld size in order to restore the original design condition. the
- 10) Reactor Bailding Joint R171 - he weld between the support beam and top bracket was not installed at pressurizer support Detail 6 and the weld between the support beam ard the bottom bracket is undersized. We total horizontal design load on the weld is 339 kips. Fog the as-built on the joint was 251 , kips.
condition the allowable horizontal load i Serefore, the allowable load was exceeded by 35 percent. We ultimate ' ICR ISN20509CW has been capacity was approximately 375 kips. dispositioned to install the missing beam to top bracket weld in order to reduce all stress below design allownbis.
Pago 15 AWS W~CMG
- B"n~.UA* ION FIPORT
- 11) Reactor Building Joint R172 - ':5e weld between the support baam and the top support bracket was not installed and the weld between the support beam and bottcre support bra:ket was undersized at pressurize: support Detail 8. W e total horizontal design load on the joint is 339 kips.
For the as-built condition, the allowable horizontal load on the joint was 286 kips. Werefore, the allowable load was exceeded by 19 percent. Se ultimate capacity of the weld was approximately 426 kips.
}CR 1SN235093 has been dispositioned to installed the missing beam to top bracket weld in order to reduce all stresses below design allombles.
- 12) Reactor Building Joints R819 through R869 - Two of the five welds between the polar crane girder radial stops ard the support bracket were not installed. We maximum design reaction is 450 kips, while the allowable load for the worst case as-built condition ws 307 kips.
B erefore, the allowable load as exceeded by 47 percent. Se ultimate capacity of the as-built joint was 456 kips. tCR 1SN213103 has been dispositioned to install the missing welds in order to restore the original design condition.
- 13) Reactor Building Joints PJ87 through RJ90 - S e bottom tie was not installed at intersecting beams as required by Bechtel drawing C-052311. A review of existing design calculations indicates that the as-built connection is adequate to support all design loeds within .
allowable stresses. Due to the installation of electrical conduit supports the bottan tie plate cannot be installed. Drawing C-062311 has been revised to delete the requirenents for these plate. 0
ATR3 W:." DING EVALUA ION REPOR* Page 16
- 14) Control Building Join: 0024 - 3e beam seat reqaired for this joint was not installed. Se maxi =n design load on the joint is 31.0 kips. "he allowable capa:ity of the as-built web connection was 24.0 kips.
Werefore, the allowable load was exceeded by 29 percent. De ultimate capacity of the as-built web connection was 57.0 kips. ICR 1SNQ10483 has been dispositioned to installed the beam seat in order to restore the original design condition.
- 15) Control Bailding Joint C055 - Se beam seat required for this icint was not installed. Se maximu design load on the joint is 12.7 kips. Se allowable capacity of the as-built web connection was 10.9 kips.
3erefore, the allowable load was exceeded by 17 percent. We ultimate capacity of the as-built web connection was 26.0 kips. CR 1SN21031CW has been dispositioned to installed the beam seat in order,to restore the original design condition.
- 16) Control Bailding Joint C146 - 2e weld between one of the clip angle and the beam was grourx! out for a 12 inch length. We maximtzn design reaction is 130 kips, while the allowable load for the as-built condition was 91.5 kips. Werefore, the allowable load was exceeded by 42 percent. me ultimate capacity of the as-built joint was 218 kips.
ICR 1SN209153 has been dispositioned to replace the missing weld length in order to restore the original design condition.
- 17) Diesel Bulding Joint DD - he return welds between the clip angles and beam 12B5 were 1/2 inch to 1 inch long instead of the required 4 inches
+ 1 inch. Se maximun design reaction is 265 kips, while the allowbie load for the as-built condition was 220 kips. Werefore the allowable
AWS h~r OIN3 DE UATION REPOR" Page 17 load was exceeded by 21 percent. Se ulti:nate capacity of the as-built joint was 524 kips. fCR 1SN22565 W has been dispositioned to install the missing portion of the return welds in order to restore the original design condition.
- 18) Diesel Building Joint D312 - 2e return welds between the clip angles and beam 1131 were underlength by approximately 3 1/4 inches. "be maxim = design rea: tion is 133 kips, while the allowable load for the as-built condition was 103 kips. Berefore, the allowable load was exceeded by 26 percent. The ultimate capacity of the as-built joint was 245 kips. N3 ISN21186CW has been dispositioned to repair the undersized weld in order to restore the original design condition.
C. Joints with Missing Welds ard Material The reinspection program identified missing welds at 137 joints. 47 of these joints were associated with three specific areas of construction:
- 1) polar crane girder - 63 radial stops had welds missing on the support plates
- 2) pressurizer support beams - 6 joints had the beam to top support bracket u,dJ/ .
missirg
- 3) beam seats - 31 joints had missing seat to beam welds .
An engineerirg evaluation has determined that none of the missing welds would have resulted in the failure of a safety related component. A discussion of each joint with missing welds follower
- 1) Reactor Building Joints R816 through R869 - Two of the five welds wre not installed on each of 60 polar crane girder radial stops. As
P ga 18 AWS hnDIN3 L"M.UATION discussed in Section IV.B all of these joints would have been however, overstressed for the most critical design loading combination, none of the joints w:uld have failed as a result of the missirg welds. The applicable hts (see Appendix A) have been dispositioned to install the missing welds in order to restore the original design margins.
- 2) Reactor kilding Joints RF, R169, R179, R171, R172 and R174 - W e weld between the pressurizer support beams and the top support brackets were not installed on all six pressurizer support beam joints. Bree of the joints (RF, R171 and R172) would have been overstressed for the most critical design leading condition (see section III.B), however, none of ER the joints would have failed as the result of the missing welds.
1SN29509.W has been dispositioned to install the welds in order to redu::e the stresses below design allowables. .
- 3) Auxiliary Building Joint AF - t e weld between one of the support clip angles ard the beam was not installed. An engineerirg evaluation has determined that the existing one-sided connection was adequate to CR ISN29495CW has support the design loads within allowable stresses.
been dispositioned to install the missing weld in order to restore the original design condition.
- 4) Auxiliary Building Joints A012, A913, A023, A936, A939, A049, A041, A046, A058, A969, A961, A963, A964, A967, A968, A969, A979, A977, A199, A315, A329, A369, A385 and A386. Control Building Joints C922, C923, C927, C928, C929, C939, and C212 - We connertion welds between the bottom flange of the beams and the beam seats were not installed. 21s weld is not designed to support design loeds. We vertical reaction of
Page 19 Ah'S k~:_OING EE/JATIOS 72POR* the beam is transfered to the beam seat through bearings between the bottom of the flange and the top of the seat. Tne welds simoly hold the beam in the required lo:stion. In additional to the seated connection all of these joints have full web connections which prevent the beam from moving ard thus there is no consequence to the anission of the beam . to seat welds. We applicable n's (see Appendix A) have been dispositioned to install the missing welds in o: der to restore the original design condition.
- 5) Rea: tor Building Joint RJ83 through RJ86 - The welds between the interior framirg members of the containment cooler support frames ard the floor framing steel were not installed. An engineering evaluation has determined that installed welds on the exterior framing members were adequate to support the coolers without exceeding the allowable stresses. W e disposition of G 1SN204940W provided details for the installation of welds between the interior framing nembers and the floor framing in order to restore the original design margins.
- 6) Auxiliary Building Joints A609 through A616 - We welds between the clips angles and the support (in these cases a girder rather than an embedded plate) were not installed. We welds are provided to tarnporarily support the beams durirg removal of beams on the far side of the supporting girder. A fully bolted connection is provided to support the beans during normal operation. p ISN21273:W has been dispositioned to install the missing welds.
- 7) Reactor Building Joint R585 - % e welds between the gusset plate ard the C8 beam were not installed as required by the erection drawing.
S
Pago 20 AWS hr DIN 3 E7AL*JATION REPORT However, an alternate, unspecified weld was installed which is capable of supporting the design load within allowable stresses, tCR 1SN21235N has been dispositioned to install the missing weld in order to restore the original design condition. i
- 8) Reactor Scilding Joints R945 and R947 - S e welds between the clip angles aM C9 platform beams were not installed. A bolted connection was also provided between the beams aM clip angles which is capable of ICR 1SN21274 3 supporting the design loads within allowable stresses.
has been dispositioned to install the missing welds in order to restore the original design condition.
- 9) Diesel Bailding Joints D991 and D902 - The weld between a diagonal brace t
gusset plate and the web of a beam w s not installed. In addition -to
. missing weld detail, there is a clip angle shop welded to the gusset i the 1
plate aM field bolted to the beam that is capable to of supporting I design load. We joint has been approved by ICR 1SN29965 to use-as-is j without installing the gusset plate to beam weld.
- 10) Auxiliary Building Joints A633, A634 and A635 - me welds between the l
i clip angles and the colurm were not installed. A bolted connection was l also provided between the clip angles and the colunc which is espable l ) ICR's i of supporting the design loads within allowable stresses. 1SN21272CW, and 1SN21399:M have been dispostioned to install the f missing welds in order to restore the original design conditon. e f s
Paga 21 AWS KDING G7C/JATION REPO.C
- 11) Reacter Building Joints R991 and R992 - % e welds between gusset plate 411P!14 and beams were not installed as required by the erertion drawings. An engineering evaluation has determined that the installed welds were adegaate to support the design loads without exceeding the allowable stresses. C R 1SN213233 has been dispositioned to install the missing welds in order to restore the original design condition.
- 12) Auxiliary Building Joint Alli - %e weld between the toe of a C8 channel frame and the support beam below it was not installed. We existing weld between the ba:h of the channel and the beam is adegante NCR to support the channel without ex::eeding allowable stresses.
ISN207983 has been dispositionm3 to install the missing welds in order to restore the original design condition.
- 13) Fuel Building Joints F037 an$ F038 - We welds between the flanges of a .
C8 beam and em_ W plate were not installed. An engineering evaluation has determined that the existing welds between the C8 web
. and the embedded plate is adegante to support the design loads within allowable stresses. CR 1SN208833 has been dispositioned to install the missing welds in order to restore the original design com!ition.
- 14) Auxiliary Building Joints A396, A412, A641 and A646 neactor Building Joints R056 and R876 Control Building Joints C813, Cf14, C985 and C128 Fuel Building Joints F996, Ft17, F918 and F922
( I
POge 22
, AWS k~LDING L~nLUA*80S PSPOR*
2e clip angle to beam or clip angle to embed return welds were not installed at these joints. An engineering evaluation has determined that none of the joints would be overstressed as a result of the missing return welds. We applicable N3's (see Apperx!ix A) have been dispositioned to install the missing welds in order to restore the original design condition. 1 i j 2e reinspection identified 20 joints with missing material as described l below. An engineerits evaluation has determined that the missing material would not have resulted in the failure of safety equipment or building components. Se joints with missirg material are:
- 1) Auxiliary Building Joints A055 and A098, Control Building Joints CO25,
! C036, C037, C040, C042, C052, C053, and C054 - 2e been , seats for these 10 connections were not installed. W e beam seats were specified on l applicable knerican Bridge erection drawings to be installed as required by Bechtal Standard Detail 10 on Drawing C-0011. A review of the design calculations indicated that the existing web connections were capable of supporting the design reactions within allowable stresses even though the beam seats were not installed. We beam seats have been installed in order to restore.the original design condition.
- 2) Reactor Building Joint R059 - 2e tension plate was not installed between the embedded plate and beam 62581. A review of the design calculations indicates that the existing web connection is adequate to support the vertical and axia'. loads. NCR 1SN21876CW has toen dispositioned to install the plate in order to restore the original design condition.
I Page 23 4 AWS hDZN3 EVA:UAT80N VIPOIC Rea: tor Building Joints RJ93 and RJ94 ':5e bottom tie was not installed 3) at intersecting beams as required by Bechtel drawing C-OS2311. A review o'f existing design calculations indicates that the as-built evswction Due l is adegante to support all design loads within allowable stresses. to the installation of electrical conduit supports the bottom tie plate cannot be installed. Drawing C-OS2311 has been revised to delete the l regairements for these plate.
':he lateral support brackets
- 4) Reacto: Bailding Joints RJ87 through RJ90 for the incore instrumentation tube supports were not installed as required by drawing C-OS2924 Section A. An engineering analysis by f
Westinghouse Electric Corporation has indicated that the missing brackets could result in an overstress condition in the instrumentation tubes, however, no failure of the tubes would have resulted frca the missing bracket. Westinghouse letter SNP(KG)-593 is included as an attadnent of this report. N:R iSN2049431 has been dispositioned to install the brackets in order to restore the original design condition.
- 5) Auxiliary Building Joint A628 - Only 1 of the 2 required clip angles was installed. An engineering evaluation has determined that the installed clip angle is adequate to support the design load within the allowable ,
stresses. N"R ISN212720i has been dispositioned to install the missing
! clip angle in order to restore the original design condition.
- 6) Control Bailding Joints CS24 and C955 - ':he beam seats were not installed. As discussed in Section IV.B, the maxim a calculated design
! stress in the existing web connections would have exooeded the allowable without the beam seats installed, however, the joints would not have failed. NCR's ISN21948CW and 18N21831CW have been dispositioned to i install the beam seats in order to restore the original design 4
condition. _ __- - - , - . . _ _ _ _ _ - _ . . _ _~ . - - - . _ _ - _ - . , _ . - - -
P2g2 24 AWS hDIN3 EVA*/UATION REPOIC
~
D. Inaccessible Joints As noted in Section !!I.3,119 joints were identified by the reinspection to be totally inaccessible. 59 of these joints were evaluated on a case by the beam is case basis, typically where alternate load paths existed (i.e. embedded in a con. rete wall which is capable of supportirg the design load in the completed structure). In addition, s:me portions of the welds were i inaccessible on 166 joints. Sufficient information was available on 144 of s these joints to enable a case by case evaluation to be performed. merefore, a total of 82 joints, out of the total population of 2669 the joints were identified in which a case by case evaluation of acceptability of the welds could not be determined. me fully inspected joints may be viewed as a sample of the to*al population . partially inspected and of joints consisting of fully inspected, uninspectable joints. Based on the above numbers a statistical evaluation l either totally or partially may be undertaken for those joints which are a inaccessible. It is important to observe that the sample size represents j such a significant percentage of the total population that the statistic associated with the sample may be applied to the total population with l of virtually 100 percent confidence. mis implies that if see percentage i . then the inspected joints were determined to exceed allowable s*aesses, statistically this percentage may be assmed for the total population with a l very high confidence. lI 1 4 9e*
Pago 25 AWS KI 02N3 EVALUA*7 SON RECOR* of the 2587 joints which were evaluated on a case by case basis, only 81 joint, 3.13 percent, were identified in which the weld stresses exceed the allowables. Considering that 60 of these joints are polar crane radial stops installed to one typicaly detail, there are 21 joints in the remaining population of 2527 joints, or 0.8 percent, which exceed allowable stresses. We would expect the percentage of joints which exceed the allowable stresses in the group of inaccessible and unevaluated joints to be approximately 0.8 Likewise, we percent, or approximately 1 joint in the group of 82 joints. would not expect to find any joints that would fail under the design loading conditions as a result of welding deviations. l V. CorCLUSION No significant deficiencies as defined by 1ECFR50.55(e) were identified as the result of the reinspection and evaluation of AWS field welding of All joints structural an3 miscellaneous steel construction at Wolf Creek. 'f with calculated stresses that exceeded the allowables as the result of welding deficiencies are being repaired as described in Section IV. B. Missing welds an$ materials are being installed as describm$ in Section IV. 1 C. - lI 1
l Attad.:::ent c AWS WeMing Evaluation Repor SNP(XG)-503
"'"' * * * ' *8 S'4*
Yvestinghouse Water RertOf Divisions scisss Eie:tric Ccrperation ema.cto w ams:. October 1,1954
- e. J. A.. Bailey Wolf Creek Site
. KANSAS GAS & ELECTRIC COMPANY P.O. Box 309 Burlington, G 66839 SN'JP?S PRGJECTS Bottem Munted Instrurentation Scoports Evaluation
Dear W. Sailey:
Westinghouse has evalueted the BMI guide tubing support deficiency reported by G4I en 9-25-64 and concludes there is no potential safety concern. The deficiency was described as the omission of four (4) 4x4x1/4 angle mencers from the support located 32' - 2 3/4" north of the RY centerline. The angles are shown in detail A of Sechtei drawing C 052924 Rev. 4 and are labeled 'by o.m et' . The worst case faulted condition stresses with this support deficiency reach 35.6 GI at the socket joint between the BMI tubing and the instrumentation no:.:les in the bottom head of the RY. This stress exceeds *.he faulted condition allowable of 34 GI. The stress, however, is based on a conservative stress intensification factor (5.I.F.) of 2.1 as required by the a;olicele ASME Code. The Sumer 1993 Code Addenda provides relaxation of the 5.I.F., depending on the actual joint geometry, in Figure NO-3573.2(b)-1. For the applicable geometry, the 5.I.F. is such that the stress in question reduces to 29 K.51, and is thus within code limits. . Westinghouse has also determined that there is no safety impact on the instrumentation noz .le or its attachment to the Reactor Vessel. . Tnerefore, Westinghouse does not view the above escribed support deficiency as a potential safety concern. We do recommend, thougn, and have been advised by G4E that the support be brought into conformance with the Sechtel design. Very truly yours
$' t ,
,ygD Q,e. g77 n --
f D 0 J. W. Irons, Project Engineer SNUPP5 Project OcT OE 1984 ,f V/U , L. R. Benson, Manage ( kgElVED 5N1JPPS Projects-JWI/ rec /1011d cc: J. A. Sailey It N. Goel 1L
(
- AWS WELotNG EVALUATION REPORT TABLE 1 MISCELLANEDUS/STRUCTilRAL STEEL CONNEQTION S:JMMARY Shop Welded Joints Field Ibited Joints Field Welded Joints Total Joints Number Percent Number Percent Number Percent Building Number Percent 610 165 3690 1005 Auxiliary 1500 415 1580 545 295 1060 205 5260 1005 Rentor 2680 515 1520 260 265 990 1005 Control 350 355 380 395 485 80 125 650 1005 Diesel 260 405 310 280 585 480 1005 Fuel 90 195 110 235 30 385 80 1005 rtssphouse 20 245 30 385 355 2320 215 1W N TOTAL 4900 445 3930
I > AWS WELDING EVALATUION REPORT TABLE 2 STATUS OF AWS WELDING INSPECTIONS AND ENGINEERING EVALUATIONS JOINTS REQUIRING ADDITIONAL JOINTS SIGNIFICANTLY DEFICIENT TUTAL JOINTS JOINTS EVALUATED (1) REWORK (2) TO DE REWORKED (3)_ JOINTS (10CFR50.55 (e)) BUILDING JOINTS INSPECTED (1) 92 0 693 693 693 7 AUKILIARY 15 0 1300 1300 1300 69 REACTOR 18 0 CONTROL. 265 265 265 3 DIESEL 2 0 98 98 2 GENERATOR 98 0 - 6 0 FUEL 277 277 277 ESUS 0 0 36 36 0 PUMPHOUSE 36 83 0 2669 2669 81 TOTAL 2669 (1) TOTAL INCLUDES INACCESSIBLE JOINTS (2) DESIGN ALLOWABLE STRESSES ARE EXCEEDED IN Tile AS-BUILT CONDITION (3) DESIGN ALLOWARLE STRESSES ARE NOT EXCEEDED IN TIIE AS-BUILT CONDTION. THESE JOINTS ARE BEING REWORKED PER KG&E MANAGEMENT DIRECTION TO INSTALL MISSING AND UNDERLENGTil WELDS. l
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l E004539 m I = , AWS WELD 1HO REPORT. APPENDIX A. PAGE ,2. l 0 STRUCTURAL. J01HIS TRAtl(1HO --- o BECHTEl. EVAt.UA110N-NO.
-~5 JOINT . ORAWINO ~.~ ERECTION . DRAW ".ELEVAT0fG d = a*
LOCATION- . NCR 7 l[ m 5
...................... .............'.....................".......ig-p....................
A059 C-SS1421 C-121-99971 .E165 2926-66 1-9 S Or at E Or An 21943 ... .. .. ..... ............... ..... ...... A258/A259 A260/ A2 41/ A262/ A263 - - -- -- -- - 1-9 0 Of Al' AM --~~-~ 21943
~ A951 C-SS1421 C-121-99971 T.105 ~ 2026-99 2-9 S Of As AN - 20962 A221/A222/A223 ,.s
^ A052 C-SSi321 C-121-99034 E163 2006-68 29962 A224/A225/A226/A227 C-SS1321 C-121-99934 E193 2988-99 2-9 8 Of Al
, AM A853 25962 A228/A229/A230/A735- - -
" A054' C-0S1321 C-121-90634~EIS3 20ff-68' 2889-s9 A2 2-0 S Or Al' ~ AH1 ~' ~~~
W Or AC 29798 A077/A078/A979 -s C-SSl352 C-121-91549 E392
"' A955 1-8 E of AE 21949 ADSO/A081 C-fS1352 C-121-91549 E382 2998-6S' A2.6
~ " ~ ~ - ' - ~ ~ ~ -
! A054 -'
1-8 C Or AE ~ ~~21549 '~" A082/Ae83 -- m 1 ~~ A957' C-SSi352~C-121-91549 E302 2988-ed A2 2847-66 1-0 S Uf Al Ar 21314 A016/A817 F A058 C-0S!541 C-121-SS627 E492 2-19 E Or All2 20798 A704/A795/A706- ~ ' - - ' ~ ' A95SA C-931231 C-121-98976 E292 1988-98 2-8 N Or A14 A618 i 5-6 E OF All3~ ~21667 m C-951231 C-121-OS97& E282"~ 1988-98 ~2-8 N 0F A14'-- All3 29798 A913/A014/A015
*f~~"A059 C-SS1231 C-121-99976 E292 1983-88 2-s N 0F A14 Ape 9/A010/A611/o612 iI A968 A061 C-#S1231 C-121-89976~ ' E282 ~ 2847-86 1988-50 2-9 N Or A14 5-d E Of-AJ' " ~~----
Are 29798 ' H/A FAD REQUEST 717
- b. ' 'Ae62 C-0C1532 '7-4 S Or A19.9 AJ 28798 Al29/A135/A131 q 9j A963 C-SS1331 C-121-81635 E284 2989-08 2-5 N or A14 AH3 29798 Al32/A133/A134/A135 -
1 A964 C-931331 C-121-01635 E284^ 2988-88 2-s il of A14 2-8'W Dr'AD- ~ 21038 ~ A136/A137/A138/A139 - - -g C-SS1331 'C-121-01635 ~E264 "2006-es ~2-8 2-7 S or or A13.1 A13.1 - AG 21352 A687 f"A865 A966 C-SSt331 C-121-91635 E294 2998-98 2-6 N Ar6 29798 A140/A141/A142 A967 C-9S1331 C-121-91635 E294 2005-80 N or A13.1 2-9 il of At3.1 19-9 E Or AF6 '~ 29793 - A143/A144/ A t 45/ A146~ ~" -~ - ~ m
~ A968 ~ C-SS1331 C-121-91635 E294'- 2999-08 2000-68 2-8 N OF A13.1 3-6 W OF AD1 20798 A147/A148/A149/A158
[), A969 C-9S1331 C-121-01635 E264 2-9 W 0F A01 20793 A151/At%2/A153/A154 a A079 C-931331 C-121-st&35 E204 2890-98 A11.8 2-9 S OF Al - AJ
~28961 ~ A264/A265/A266/A267 m A971- C-SS1341 C-121 01634 'E194~-~29ss-90 2-s S OF A1 11-6 E OF AJ 29961 A263/A269/A2/9/A271
() j A072 C-SS1341 C-121-01634 E194 2988-88 Ij 28961 A272/A273/A274/A275 A973 C-SS1341 C-121-01634 E184 2008-66 2-9 S Or A1 AH
2000-08 2-0 S Or At 3-6 E Or AH ' -~ ~ 29961 ~ A276/ A277/ A273/ A279 - ~ -- - m
' Af74 C-931341 C-121-01634" E194 20961 A288/A281/A282 dl A975 C-OS1341 C-121-91634 E194 2966-66 2-8 S hr At of 29961 A233/A234 11-0 S Of A2 1-0 W Dr AE C-9S1341 C-121-01634 E184 2996-96 3-1 I' A076 S Or A3 1-5 W Dr AE ' 25798'- le05/A236/A287/A288 -s AS77 C-SS1341 C-121-fl634' E184 ~ 2868-68 3-6 H Or A3 1-9 E Or AE 21955 A019/A067
* { ~A078 C-SS1352 C-121-01685 E381 1989-08 1989-96 5-8 N 0F A26 1-8 E OF AE 21055 A029 ~ - ~ ~ - - - " - '
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y- E884538 bag AWS Wit olHO REPORT APPENotX A. PAGE g j a SIROCTURAL JulNIS 1RACMlHG 0 8ECilIEt. "~~a=". - NCR- . [VALUAll0N NO. I (' '.El.EVATDN. d- $-- --- LOC AT I UH ...................n................,
~ RJOINT . DRAWlHO . CRFCil0N . DRAW
! c.......... ..n........n.................n.......................................o....... 2015-09 l-9 N OF A9 9-7 W of Al. 206980
- 20980 A447/A448 A449 i *i R253 C-9S1212 C-121-01789 .E219 2915-9s 1-9 H OF A9 Al.
A459/A451 3
'A254 C-9S1212 C-121-91739 'E2tf AL 2e980 C-SS1212 C-121-91789 E219 2015-90 2-0 S of AS 20938 6452/A453
- A255 2915-98 2-9 S Or A3 9-7 W Ur AI. - - ~ ~ ~
A256 C-SS1212 C-121-81789 E218 4-4 E'Dr AN - ~ 20989 A453/A455' q i 2-9 S of AS A454/A457
*: ^ C257 C-SS1212 C-121-91789 E2tf " 2015-98 28989 4
2915-98 7-9 N Of A9 1-9 E OF CA
^ C258 C-SS1212 C-121-91789 E219 1-9 E or AE 2I055 A345/A529 ~ ' - ~- -
C-SSl352 C-121-91685 E301 1989-se 3-0 S Or A3 - l C259 1989-88 A2.6 9 E nr AE ~ ~ ~ 21955 ~' A 3 46 q
" 0268 C-OS1352 C-121-91635 'E381 1-9 E pr AE 21855 A347/A844 A C261 C-SS1352 C-121-91685 E301 1989-98 A2 1-8 C Or AE 21955 A343/A345 -
1989-98 5-7 N Of A2 A262 C-9S1352 C-121-91685 E391 1-9 E or AE ~ ~ 21855 A349 m
.l, *(243 C-951352 C-121-91685 E381 1989-98 3-6 S or Al 1-9 W Ur AC 21955 A358/A346 C-SS1352 C-121-91635 E391 1989-99 S-6 H OF A3 1-9 W Dr AC 21055 A351/A847 A264
- ~ ~ - -
^! A265 C-SS1352 C-121-81885 E381 1989-98 3-6 N OF A3 1-9 W Dr AC ~' 21955 A352 $
C-SS1352 C-121- 91685 E301 1939-99 A2.6 1-0 W Ur AC 21855 A353 iI A266 1989-99 5-8 N 0F A26 21955 A354
*f C267 C-9S1352 C-121-01685 E301 1989-08 5-9 S Dr A2 1-9 W Ur AC 21055 'A355/A848
- C-SS1352 C-121-91635 E391 1989-98 A2 1-9 W Or AC ^ A363/A364 S 21954 i (l* A263 A269 ~ C-SS1352 C-121-81685 E391 1989-96 5-7 N Of A2 A279 C-SS1352 C-121-91635 E381 1-d W Ur AC 1-9 W of AC 21955 A356 1989-98 3-6 S Of Al
() -- ---- C-SS1352 C-121-91685 E381 1 - 0 E OF AC ~" '21955 A157 q C271 1939-96 5-9 S Dr A2 A 3',8 I-9 E Or AC 21055 [~ A272 C-SS1352 C-121-91635 E301 C-SS1352 C-121-91685 E391 1989-98 A2 1-0 E 0F AC 21855 A359 g A273 1939-90 3-6 S OF Al A369
- - - ~ -
A274 C-SS1352 C-121-01635 E391 3-6 N or A3 1-9 W 0F AA -~ 21955 q
- ' A275- C-SS1352 C-121-etS71 E381 1989-98 1-9 W Or AA 21955 A361 C-931352 C-121-91871 E391 1939-99 A2 1-9 W 0F AA 21855 A362 d.i A276 1989-90 3-6 S or At
- --- IHACCESSintE' q 4 : A277 C-9S1352 C-121-91871 E391 20.7-92 A13 AX
---- IHACCESStBLE i l " A273 ' C-SS1511 C-121-91622 FW821 AM 29994 A373/A374 A279 C-9S1511 C-121-91622 FW8211939-98 2047-92A6 All 1-0 W OF AH 20994~ A375/A376
- ~' ~~ ~
q
,k A289 C-SS1222 C-121-90127 E111 1989-98 8-3 H 0F A5 1-9 W 00 AH -' --- N/A A281 C-SSt222 C-121-Sel27 Elli 1939-98 A4 1-0 E OF CA 20994 A377/A378 l
A232 C-SS1222 C-121-99127 E111 1989-98 1-9 N Dr A2 10-0 E Of AN A379 A283 C-SS1222 C-121-#ft27 Ellt AM ~ - " 29993 q 1939-93 1-0 N 0F A2 ,
----- N/A C-SS1222 C-121-99127 E!!!
*{ .
A284 A285 C-9S1222 C-121-90127 Elli 1989-98 1939-93 2-8 S Of A1 1-0 N or A2 AM 10-9 E Or AM
~-~ 28994 20994 A339/A381 A332 q
*t A286 C-SS1222 C-121-96127 Elli 1989-98 2-0 S or Al AM 21350 AS43
A287 C-SS1222 C-121-99127 E111 2015-99 A3 - 1-9 E Or AK A386 A238 C-SS1242 C-121-99128 E112 1-9 E Of AM 20991 C-SS1242 C-121-99128 E112 2015-90 11-9 N or A3 1-6 W 0F AJ 20992 A155/A649 q A289 2015-98 11-9 N Or A3 A386 1-9 E Or AM 20991
! ' A299 ' C-SS1242 C-121-99125 Ell 2 2015-96 A2 or 21359 A673 A291 C-SS1242 C-121-90128 E112 2015-99 t-0 S OF At
} A292 C-951242 C-121-SS128 Ell 2 1989-8 ~ A2 1-0 E Or AM 20991 21429 A387/A388/A479 A799 m
A293 C-#S1242 C-121-99128 Ell 2 1989-8. 1-9 N OF A1 AJ A389 l A294 A295 C-931242 C-121-99123 E112 C-SS1242 C-121-99128 Ell 2 1989-8 2-0 S Of A1 2-8 S 0r.At 9-6 E or AH 8-6 E OF All 2599L
----- N/A q 1989-8 -- -- N/A "A294' C-#G1242 C-121-9fi28 Ell 2 1989-8 2-9 S 0F At 1-0 W 0F Ar 20992 A399
$- A297 C-9S1242 C-121-99128 [112 1989-8 8-4 S Or At 5-6 E OF AH A391 C-991242 C-121-99128 E112 8-6 E OF All 20992 9
; ! ~ ~ A298 C-SS1242 C-121-99128 E112 1989-8 8-4 S Or At 1-8Woror 29792 A392 A299 1989-8 8-4 S Dr At 21195 A727/A756 C-9S1242 C-121-99128 Ell 2 AH3 Ol A399 - A381 C-SS1242 C-121-99989 E211 23!6-92 1-9 N 0F A14 2916-92 1-5 N OF A14 AJ 21195 21195 A728/A757 A715 m
i A392 C-991242 C-121-99988 E211 2916-92 A13 2-8 E Or AM A383 C-951242 C-121-99989 E211 . .._ . p ,6
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F884538 AWB WELDlHO REPORT, APPENDIX A. P AGE e
;g l
. I
- SIRUCTURAL JOINIS TRACKING ~ ~~ ~-
D g(# 0 BECillEL w--- :-- LOCATION'-- ^ '36;'." HCR ~...............n...........................,
EVALUATION NO.~~ ~~' ,3
.ELEVA10H. -
g. 44 ~RJ0lHT . DRAWINO . ERECTIDH '. DRAW ~ o.......................... ...........................w.........m...................... 2016-62 A!! r 2-8 E Ur AM -d*"- N/A. C-SS1242 C-121-89989 .E211 2-0 E Or AK ' 21195 A716 3 C394 C-931242 C-121-99938 'C2t l 2016-92 8-9 H Dr All 2-0 E Ur AH -a--- N/A i A305 2016-02 AIS 5- N/A l C3f6 C-951242 C-321-80988 E211 2916-82 3-8 N Of Ale 2-0 E Ur AK -- A387 C-9G1242 C-121-08989 E211 2-8 E or AP se. a r ~ N/ A "/ eg 6 C388 C-OS1242 C-121-79986 *E211 '2616-82 A9 1-4 W Ur AJ' ' 21313 A786 . 2816-02 1-6 N Cr A12 1-6 W Ur AJ 21195 A717/A718
- A389 C-SS1242 C-121-99988. E211 2816-82 8-9 N of All A719 e
C315 C-OS1242 C-121-89989 E211 ~l-6 W OF AJ' 21195 eg 1-6 W Ur AJ 21195 A720 A311 C-#S1242 C-121-99988 ' E211 ^^2016-02 2016-92 AIO. 8-6 N Ur Ale A721/A722 A332 C-951242 C-121-99980 E211 D 1-6 W Or AJ ' 21195 - A313 C-SS1242 C-121-09188 E211 '2616-82 A9 2616-82 7-6 N Dr A9 l-6 W 0F AJ' - ~ - - u- N/A A493/A494/A495/A496' eg C314 C-#S1242 C-121-99988 ~E211 l-9 E pr CA 20924 C-991311 C-121-99139 E293 2988-## A9 6-8 E 00 CA 20933 "'A497/A498 ~
- A315 C-SS1311 C-121-90130 E283 2999-00 2-9 H Ur A14 28933 A517/A513/A519/A520 eg CJte 2-8 N Or A14 AN
- 20933 A785 C317' C-#S!311 C-121-90130' E283 "'2e98-90 2099-98 2-8 N 0F A14 AL 20933 A321/A522/A738
- C318 C-SS1311 C-121-95139 E283 2-0 N or A14 7-8 E or AL
' A319 C-051311 C-121-se130 E283 2999-00 2999-05 2-8 N Ur A14 AM 28933 A499/A500 21905 A335/A336/A517/533 eg I' A329 C-SS1311' C-121-SS139 E293 2015-90 C-9S1312 C-121-91371 Elle 2915-00 1-8 N 08 A9 1-8 N Or A9 AK 8-5 E Ur AL 21652 A539 " ~ ~
A321 '
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()' ; C322 C-SS1312 C-121-91871 Elle ~ 2-8 E Or Al. 21951 eg C-#31312' C-121-01871 Ette 2015-86 AS 2-8 E Ur AL 21051 A541
!* A323 2015-88 A7 -2a N/A' 0324 C-9S1312 C-121-91871 Elle 2015-#4 A6
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'" C326 2998-99 2-s S or At 15-e E pr An 20922 A483/A484/A485
() A327 C-951321 C-121-99934 Et93 2005-ee 2-6 S or At A317 g C328 C-OS1321 C-121-#fS34 Ele 3 2999-90 2-8 ff Dr At4 2-6 E or AK ' 21399 21399 A318.'
* ~ A329' C-SS1331 C-121-f!635 E294 2988-98 2-8 H Ur A14 2-6 W Ur AJ A319/A329/A321
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' 'A332 C-fS1352 C-128-81549 E302 1-9 E Or AE
' C-931352 C-121-fl549 E392 200s-95 5-s S of A2 1-0 E 0F AE- 21059 A643 'e -
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AWS WELulNG Rtr0RT, ArrtNolX A. FAfiE jP eg ( e BECHTEL S C EJOINT ',INIAWING . ERECTION . DR AW ' . EL EVA I DN. ' -- ------- L OCA T I ON ---' - -----d- . NCR 1 EVALUAIION N0; i (a - n======..========,============, A466
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C-9st231 C-121-99976 .[2d2 1988-e8 2- 0 N Of A14 AJ 2f987 Volo SAME AS .30lHi AA
. A487 C-9Sl231 C-121-99976 E282 1938-99 12-4 ff Dr At4 2-9 W Ur 60 29967 A474
*I A4SS C-SS1231 C-121-99976 L202 1988-99 2-0 N Ut A13.1 AG 21352 IHACCESSIDLL s A499 C-SSl231 C-121-99976 E282 1953 00 2-8 N 0F A13.1 Ar6 21352 IHACCESSIDil' C-9S1231 C-121-99976 'E202
' ; A419 1988-P8 2-0 N Or AI3.1 7-1 E Or Ar6 21352 INACC[SSIDif * ~
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A4tl C-SS1231 C-121-99976 E292 1983-98 2-6 N 0F Al3.1 10-7 W 0F A01 21352 IHACCf.SSlHt C -g A412 C-991231 C-121-99976 L292 1938-98 2-9.N 0F A13.1 3-6 W 0F AD1 20991 INACCE SSIDL E
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AWS WFLDlHG.RTPDHT, APPENDIX A. PAGE / $$ l l STRUCIURAL JOINTS IRACl'ING ' I G - - - -- - f( o SECHi[L -- - -- -- LOCATION +"-~~"- **" r -NCR . f.VottfAil0N NO. ,3 [ RECT 10N '. DRAW . [t.E VA T ON. =n==i.= =,n=2======nca.:==-====,====,=======,====. 4r 'aJOINT . DRAWING .n======.=========.============.n=====..===,===.========-=======.===========,====.. N/A
$ C559 C-SS1996 C-131-95794 59- E t 2989-97 Al 3-19 W UI AC 3-19 W OF AC it/A ,g
*'; C569 C-951996 C-131-85794 'GB El 2984-94 Al 2-6 E or AC ----- (1/A j (.561 C-951996 C-131-85794 58-El 2969-94 At 2-7 E Or AC ---- II/A g A562 C-9Gl994 C-131-95794 50-E1 2973-91 A1 2-6 E OF AC ----- N/A 3 C-SS1996 C-131-85794 58-E1 2976-19 Al l ** li A563 A564 C-SS1996 C-131-95794 58-El 2989-97 Al 2-6 E or AC 2-6 E Or AC il/A fl/A A565 C-SS1996 C-131-95794 58-Et 2934-94 At 3~19 W 0F AD
---- II/A eg ll A566 C-SS1996 C-131-95794 58-E1 2969-94 At 3-19 W of AD ---- II/A
^! A567 C- SSIV96 C-131-95794 59-Et 2973-91 At 3-19 W of AD --- il/A A563 C-9S1996 C-131-95794 58-01 2976-!# At 3-19 0 or AD ----- N/A g g
A569 C-9S1996 C- 131-85 794 58-El 2989-97 Al 3-19 W Of AD ----- il/A
** A5/9 C-GS1996 C-131-95794 59-Et 2934-94 At 2-6 E Or AD --- - N/A ~~~ - -
A571 C-951996 C-131-95794 50-01 2969-94 At 2-6 E or AD ----- ti/A c A572 C-931996 C-131-95794 58-El 2973-91 Al 2-6 E pr AD --- - II/A
, A573 C-SS1996 C-131-85794 58 - t~ l 2976-19 Al 2-6 E Ur AD ----- fl/A -
A574 C-OS1996 C-131-93794 58-Et 2989-97 At 2 6 E OF AD -~~~~ ll/A ,, 1 A575 C-9S1996 C-131-95794 LB-El 2984-94 At 3 19 W of AE - --- il/A (),. A576 C-9S1996 C-131-95794 50 El 2969-94 Al' 3-19 W Ur AE - --- it/A
- A577 C- 951996 C- 131- 95794 50-E1 2973-91 At 3-19 W Ur AE --- II/A ,g l' A573 C-SS1996 C-131-95794 58-E1 2076-19 At 3-19 W of AE --- - N/A A579 C-951996 C-131-85794 50-Et 2989-97 Al 3-19 W OI AE - --- II/A
[):8 A339 C-931996 C-131-93794 50 El 2969-94 At 2-0 S Dr at AD 21224 A723 g
- A581 C-SSl352 0-121-91549 E392 2013-96 2913-96 A2 1-9 W Ur AA 21224 A724 A532 C-9S1352 C-121-91549 E392 14-4 W of AL ----- N/A
$)* 1-0 N Of AD N/A A583 C-9S1998 C-131-95798 31-E2 2029-99 1-9 S of A7 14-4 W Or AL -----
g A534 C-93l993 C-131-95798 31-E2 2929-99 7-7 N Ur A8 1-9 W Or AL 21236 A731/A732 A585 C-951998 C-13I-95798 31-E2 2029-99 9-9 G or A7 1-0 W or Al ----- fl/A A536 C-951993 C-131-93793 31-E2 2929-99 5-7 S Dr A7 1-9 W Ur AL 21236 A733 s A537 C-SS1998 C-131-95798 31-E2 2929-99 1-9 N 0F A7 7-11 W Or AL ----- il/A N/A A538 C-SS1993 C-131-95798 31-E2 2929-99 1-9 5 0F A6 7-11 W Dr AL ----- A589 C-SS1998 C-131-85798 31-E2 2929-99 1-9 W Or AL
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- R418 C-SS2314 C-9X-2912 -
N/A j R419 C-9S2314 C-9K-2912 - --- N/A e, C-SS2314 C-9X-2?l2 ---'- 11 / 6 ' R429
- R421 C-9S2314 E-SE-2912 21114 R296 i R422 C-9S2314 C-9X-2912 - --- N/A e, N/A l I R423 C-SS2384 C-9K-2912 -----
t R424 C-9S2314 C-9X-2912 ----- N/A () R425 C-SS2314 C-9x-2982 ' - --- N/A es i R426 C-OS2314 C-#X-2912 --- 88/A () R427 C-952314 C-9X-2912 ----- II/A ' R423 C-932314 C-9X-2912 - - - - - II/A a R429 C-IS2313 C-9K-2995 --- - il/A i R439 C-IS2383 C-9X-2995 --- - 88/A () R438 C-IS2313 0-0R-2595
----- II/A "t i
l l R432 C-1S2383 C-91-2595 --- - II/A i N/A ! "' R433 C-152383 C-SE-2995 ----- R434 C-1S2313 C-Sk-2995 21377 ft/A -, e R435 C-152333 C-9X-2995 21377 ff/A ! N/A ' l R434 C-IS23t3 C-9X-2995 ----- R437 C-IS2393 C-9K-2995 --- N/A a l R438 C-IS2313 C-9X-2995 ----- ll/A
- R439 C-IS2313 C-9K-2995 --- - il/A -
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R442 C-IS2313 C 9K-2995 . ----- N/A R443 C-IS2313 C-9K-2995 21131 R354 *' l R444 C-152313 C-9X-2995 ----- II/A R445 C-152313 0-0E-2995 ---- fl/A C-IS2313 C-9X-2795 N/A
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- 2444 R447 C-152313 C-9K-2995 ~~~-- II/A >
. R445 C-IS2313 C-#X-2995 ----- ff/A R449 C-IS2313 E-9K-2995 - - - - 'f/A
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----- 88/A
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tr/A
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----- N/A -
-- -- if/A R439 C-9S2315 C-91-2914 ----- N/A R431 C-DS2315 C-65-2914
() R482 C-952315 C-ex-2914
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"" R484 C-952315 C-9K-2914 -- - If/A a.
R435 C-932315 C-9X-2914 -- - if/A r R4Se C r '315 C-9X-2914 --- - N/A l
*' R437 C SS2315 C-9X-2914 --- il/A -'
R4BS C-952315 C-9K-2914 -- - II/A R439 C OS23t3 C-9X-2984 -- II/A R499 C- 9S231*a C #A-2914 -~ il/A - R491 C-SS2315 C SX-2914 -- 88/A R492 E-9S2315 C-9X-2914 -~~ - F/A R493 C 952315 C-SA--2914 - if/A " 2494 C-#S2315 C-9X-2914 - --- fi/A R495 C-932315 C-9X-2914 - - - - If/A
- R496 C- 952315 C-9X-2914 --- if/A -
R497 C-SS2315 C-9X-2914 - -- il/A ! ! '; R498 C-9S2315 C-9K-2914 - -- N/A C-SS2315 C- 94-2914 [) R4?? R599 C- DS2315 C-9X-2914 21239 R347 . I? C-9S2115 C-9X-2914 ft/A I R591 - -- N/A C-DS2315 C-91-2914 [)! R592 R593 C-DS2315 C-9X-2914 If/A il/A
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l R594 C-952315 C-#K-2914 - --- void tio WitD ProtilfttD O R595 C-SS23t5 C-91-2914 - - - il/A ~ i 2594 C-OS2315 C-9X-2914 - -- if/A R597 C-SS2315 C-9X-2914
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C-#S2385 C-ex-2914 ----- N/A R519
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----- VOID RS24 C-952315 C-9X-2984 N/A
) C525 C-PS2315 C-pK-2914 -----
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----- II/A "N e
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"4 R539 --~~ II/A R549 C-SS2315 C SW-2914 - -- II/A R541 C-952315 C-9K-2914 ----- N/A **
R542 C-SS2315 C-9X-2914 -
---- N/A A543 C-SS2315 C-9K-2914 '
-- - N/A A544 C-932315 C-9X-2914 - --- II/A '
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$ ~~ R559 C-RS2315 C-9X-2914 " 4- il/A #
C-PS2385 C-9E-2914 8 2558 - --- II/A l 2552 C-SS2315 C-SE-2914 N/A C-952315 C-pK-2914 -- --- l(! R553 - -- N/A ~ , 2554 C-932315 C-9X-2914 ~~ -- N/A I If .255 C-#S2315 E-9K-2914 - --- N/A l D a554 C-SS2385 C-9X-2914 - --- N/A S ! R557 C-SS2385 C-9K-2914 - --- N/A l '" R554 C OS2315 C-#X 2914 C-RS2315 C-9K-2914 b', . R559 I u I . .l . . . . . - L
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-- -- N/A --
l R564 C-952315 C-9X-2914 ----- H/A
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R579 C-SS2315 C-9X-2914 - --- H/A *
^ R571 E-#G23tt C-9X-2992 - --- H/A -- ~~ - -
3572 C-SS2314 C-9X-2912 -- - H/A -s R573 C-DC2992 C-131-95734 E6 - --- N/A
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'- R576 C-SC2992 C-131-95734 16 H/A R577 C -SC2792 C-131-95734 E6 ----- H/A
() } . R578 C-9S2991 C-121-98367 E129
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R579 C-9G2991 C-121-93347 E129 - --- H/A l H/A 1 ()l . R5e9 C-SSO99: C-121-98367 E 29 -~~- R331 C-9S2991 C-121-GS347 Et29 ----- N/A , a RSS2 C-SS2991 C-121-98347 [129 ----- H/A r R533 C-SS2991 C- 121 -98367 E129 ----- H/A i () R584 C-952991 C-128-98367 E129 21235 R437/R433 , C-SS2991 C-121-93367 E129 - --- N/A R535
** 2586 C-SS2991 C-121-98347 E129 ----- H/A 2537 E-952991 C-121-93367 E129 --"- N/A '-
R588 C-SS?tel C-121-98367 E129 ---- N/A R539 C SSO991 C-121-93367 E129 ---- N/A R599 C-SS?921 C-121-98959 E591 - - - - - H/A ,i 2
- R591 C SS2921 C -121 - 93759 E591 ---- N/A J "'
R592 C-952921 C-128-98959 E591 ---- H/A 4 C 9S2921 C-121-98959 E591 ----- N/A - R573 R594 C-IS2312 C-lX-2925 . 21271 R444
- C-152312 C-1X-2925 21291 H664/R665 l R595 C-IS2332 C-IX-2925 21271 R643 ~,
i R596 H662 R597 C-IS2382 C-IX-2925 21291 C-IS2312 C-lX-2925 ---~- H/A
- "' g R598 R663
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/ R699 E-152312 C-1X-2925 21291 H661 R691 C-IS2312 C-tX-2925 --- .- N/A (J ' B692 C-SS25tt C-121-13917 fM295 21296 R331 ^;
R693 C-OS25tl C-121-13917 FW295 21375 R653 C-9S2611 C-121-98999 IW1 21375 R434 1 l}li'p ~ A696 B694 R695 C-SS26tl C-121-94999 TW1 C-SS2611 0-121-96999 IW1 21375 21175 R654 R435 c O. R697 C-9S2611 C-121-93999 FW1 -- -- N/A C-SS2631 C-121- 98999 FWI ~~--- H/A -' 3698 N/A R699 C-9S2611 C-121-98999 FWB - - - - -
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SIRitCIURAL JOINTS 1RACl:lHG AWS Wil Dill 0 RIPURT , APPL.llDIX A. P AGt j7 $) ,3 a l g( e RCCllTIL RJOINT . DRAWING . ERECil(Nf . DRAW . FI EVA10H. -- ',...,n. NCR . IVAl tlAlluft #80. -- i
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) R634 C 9S26tl C-121-93??? IW1 21299 RLO4 N635 C- 9S2611 0-821 98999 (W1 21297 R332 j
R636 C 032611 C-121-13973 iW391 21375 R624 '. R637 C-9S2611 C-121-11998 IW301 21375 R621 R633 C-SS26tt C-121-13978 I W.lf ! 21297 R383 R639 C-OS2611 C-121-13998 IW301 ~~~-- N/A
^ -
R649 C-SS2411 C-121-13973 FW301 -- -- if/A R641 C-0S2611 C-121-13998 IW301 21375 R626 R442 C-932611 C-121-13993 rW391 - - - - N/A 'N R643 C-0S2611 C-121-13999 FW392 21242 R459 R644 C-SS2611 C-121-13979 I W 192 21242 R449 R645 C-SS2611 C-128'13999 FW392 - - - - - - il/A R646 C- SS2611 C-121-13979 IW392 # -- H/A R647 C-SS26tl C-121-13999 TW392 - - - " - ff/A R443 C-9S2611 C-121-13979 FW302 ~~-- II/A
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R449 C-SS26tl C-121-13999 TW39? -- H/A
. R659 C-SS24tl C-121-93625 tile d--- if/A R651 C-SS2611 C-121-98625 Ille ----- ff/A
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9-- R652 C-SS2611 C-121-93625 Cile ----- N/A R653 C-SS2984 C-121-93846 [606 -- -- H/A [4
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. R649 C- 952914 C-121-93346 E696 21299 R379
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----- H/A ^ ,
2672 C-SS2919 C-121-98753 [693 - -~~ ti/A
- R673 C-9S2919 C-121-93753 E693 ---- II/A R674 C-9S2919 C-121-98753 E693 - --- fl/A I/A R675 C-932919 C-121-93753 E603 - - -
a R676 C-OS2919 C-121-98753 E693 - --- H/A - - - - - - - R677 C-SS2919 C-121-93753 [693 - ' ' " ' " * '- ~ N / A - ff/A N678 C-9S2919 C-121-98753 E693 - --- R479 C-9G2919 C-121-93753 E603 21222 R439 () R689 C-9S2919 C-121-98753 E693 21222 R431 , I C-9S2919 C-121-93753 E603 - --- N/A R631 C-SS2919 C-121-98753 E693 ----- H/A () , R682 II/A R633 C-9S2919 C-121-93753 E693 --- R432 R684 C-9S2919 C-121-OS753 E693 21222 C-9G29t? C-121-98753 E603
. ----- H/A
() R635 -~~~~ if/A R686 C-SS2919 C-121-98753 E693 - --- N/A R637 C-952919 C-121-93753 E603 ----- N/A
- R688 C-9S2919 C-121-98753 E693 R433 R639 C 9S2919 C-121-93753 E693 -
21222 , 21222 R434 R699 C-SS2919 C-121-98753 E693 ----- N/A
" R691 C-9329t? C-121-98753 E693 ---- il/A R692 C-OS2919 C-121-98753 E693 -- -- N/A a
s M693 C-OS2919 C-121-93753 E693 - -- il/A
- R694 C-9S29t? C-121-98753 E693 ----- II/A ^
R695 C-SS2919 C-121-93753 E493 ----' H/A R696 C-SS2919 C-121-98753 [693 - -- II/A R697 C-9S2919 C-121-93753 E693 -- - II/A R498 C-SS2919 C-121-98753 E693 - - - N/A
'R6?? C -9S2919 C-121-93753 E493 R333
*a R799 C-932919 C-121-93753 E693 - 21193 C-932936 C-131-93759 Et3 '21193 R339 ^
R791 R399 R792 C-SS2936 C-131-95759 El3 21193 R391 ()h' R793 R794 C-932934 C-131-93759 Et3 C-SS2936 C-131-95759 Et3 21193 21193 R392/R397 R393/R398 l R795 C-SS2936 C-131-95759 E13 21193 21193 R394 ()l.l ; R796 R797 C-SS2936 C-131-95759 E13 C-SS2936 C-131-95759 013 21193 R395/R399 R394/R408
% A797 C-SS2936 C-131-85759 E13 21193 C-9S2936 C-131-95759 013 ----- N/A O R799 -- -- H/A
- A719 C-SS2937 C-131-95899 E4 - --- N/A A711 C-SS2937 C-131-95399 E4 .
*!i R712 C-SS2937 C-131-95899 E4 ,
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- M718 C-932937 C-131-95300 E4 ----- H/A
, R7t? C-952937 C-131-95899 E4 ----- ' il/A R729 C 832937 C-131-95899 04' ----- N/A
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R723 C-SS2937 C-131-95890 E4 -- -- il/A
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- R747 C-SS2924 C-121-88773 E699 ----- il/A i R748 C-OS2924 C-121-93773 E699 --- - N/A
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-- " AWS 'WELDtHH REPORT;-APPENDIX' A;~ PAGE Sf P(
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l I .DATE 20 DEC 34 16:53: 47 RID 6 11 DEC 34 BECHTEL
* . . . AWS WELDING REPORT n
- BUILDING .. BECHTEL ID . VENDOR ID . APPENDIX B . P AGE I of 10 Musassammassa,ammasassmassmus.sm=sassunzz=zzzz=u,z=m==u=mmu=smunsumassammas:
- C-121-99997 X6729-0-ES91 AUXILIARY AUXILIARY C-121-99619 K6729-9-E001 AUXILIARY C-121-99911 K4720-0-E993 i AUXILIARY
- C-121-90034 K6729-9-E193 AUXILIARY C-121-99937 K6729-0-E193 i AUXILIARY C-121-00110 K6720-9-E199 l AUXILIARY
- C-121-00127 X6720-0-E111
> AUX 1LIARY
- C-121-00128 K6720-0-E112 AUXILIARY
- C-121-09137 K6720-9-E293
, AUXILIARY
- C-121-90165 K6729-9-E285 l AUXILIARY
- C-121-90274 K6729-9-E493
- AUXILIARY C-121-90494 K6729-0-E1111 AUXILIARY C-121-90495 K6720-0-E1121 AUXILIARY C-121-00496 K6729-9-E1131 -~
!' AU;;ILIARY C-121-90497 X6729-9-E1141 AUXILIARY C-1L*:-09498 K6729-9-E1151 AUXILIARY C-121-00549 X6720-3 E392 -- AUXILIARY C-121-00581 K6710-0-E197 ' 1 AUXILIARY
- C-121-09617 X6710-0-E206 AUXILIARY C-121-06621 K6710-0-E209 --
AUXILIARY
- C-121-00627 X6710-0-E492 AUXILIARY
- C-121-00629 K6710-9-E592 l AUXILIARY C-121-09682 K6710-0-E405
- AUXILIARY C-121-16686 K6710-0-E503 AUXILIARY C -121-00378 X6710-1-FW301 AUXILIARY C-121-00880 K6720-0-ES03 AUXILIARY C-121-00381 X6720-0-E304 AUXILIARY C-121-00883 K6720-0-E807 AUXILIARY
- C-121-99912 X6719-1-E491 AUXILIARY C-121-09913 K6720-0-E701 AUXILIARY C-121-99933 K6720-9-E703 AUXILIARY
- C-121-09934 K6720-0-E704 AUXILIARY
- C-121-99961 K6710-1-FW312 AUXILIARY
- C-121-99962 K6719-1-FWS13 AUXILIARY C.121-99963 K4719-1-FWS14 AUXILIARY C-121-99969 K6719-1-E191 AUXILIARY C-121-99979 K6710-1-E192 AUXILIARY
- C-121-99971
~
K6719-1-E195 AUXILIARY'
- C-121-99973 K6719-1-E291 K6719-1-E292
~
AUXILIARY
- C-121-99976 AUXILIARY
- C-121-99978 K6719-1-E293 AUXILIARY
- C-121-99989 K6719-1-E211 AUXILIARY C-121-99932 K6710-1-E594 AUXILIARY
- C-121-01549 K6719-1-E392 AUXILIARY
- C-121-91561 K6719-1-FWS15
- AUXILIARY C-121-91562 K6719-1-FWS16 AUXILIARY C-121-91563 K6719-1-FWS17 AUXILIARY C-121-91568 K6729-9-E898 AUXILIARY C-121-91619 K6719-1-FWS13
- Structurally significant joints identified on drawing with asterisk.
. _ - _ _ __ _ __. . .- - . _ - _ _--~ _ _ , _ - - . _ _ _ _ -_
- - .e s
. AUS WELDING REPORT BECHTEL ID , VENDOR ID . APPENDIX 8. P AGE 7
*-BUILDING .
*============.=============== ==================.========
K6719-1-FW319 AUXILIARY C-121-91629 AUXILIARY '
- C-121-91621 K6719-1-FW829 i AUXILIARY
- C-121-91622 K6710-1-FW321 l AUXILIARY
- C-121-91634 K6719-1-E194 AUXILIARY
- C-121-01635 K6719-1-E294 AUXIL1ARY
- C-121-91636 K6719-1-E591 AUXILIARY C-121-01631 K6710-1-FWS22 AUXILIARY
- C-121-01683 K6729-9-E899 AUXILIARY - C-121-01685 K6710-1-E391 AUXILIARY C-121-91691 K6719-1-FW823 AUXILIARY C-121-91692 K6719-1-FW329 AUXILIARY
- C-121-91799 K6719-1-E196 AUXILIARY C-121-01791 K6719-1-E392 AUXILIARY
- C-121-91773 K6719-1-FW824 AUXILIARY
- C-121-01776 K6710-1-FW325 AUXILIARY C-121-01779 K6719-1-FW826 --
AUXILIARY
- C-121-01789 K6719-1-FWS27 AUXILIARY C-121-91783 K6719-1-FW839 AUXILIARY
- C-121-91786 K6710-1-E297 --
AUXILIARY
- C-121-91789 K6719-1-E219 AUXILIARY
- C-121-01799 K6729-0-E811
- AUXILIARY C-121-91818 K6729-9-E812 --
AUXILIARY C-121-01824 K6719-1-E896 AUXILIARY
- C-121-91871 K6719-1-E119 AUXILIARY C-121-01374 K6710-1-FW337 AUXILIARY
- C-121-91883 K6719-1-FWS38 AUXILIARY
- C-121-01384 K6729X1-0-E601 AUXILIARY
- C-121-91885 K6720X1-9-E692 AUXILIARY
- C-121-91336 K6720X1-0-FW1 AUXILIARY
- C-121-91887 K6720X1-9-FW2 AUXILIARY
- C-121-01929 K6719-1-E494 AUXILIARY C-121-91939 K6729X1-9-FW3 .
AUXILIARY C -121-91949 K6729X1-0-FW4 AUXILIARY
- C-121-01945 K6729-9-FWS39 AUXILIARY C-121-91947 K6729-0-E004 AUXILIARY
- C-121-91976 K6710-1-FW841 AUXILIARY C-121-91989 K6729X4-9-FW12 AUXILIARY C'-121;f9356 K6719-1-FWS32 AUXILIARY
- C-121-19639 K6719-1-FW333 AUXILIARY ~~~
C-121-19645 K6719-1-FW831 AUXILIARY
- C-121-19657 K6710-1-FWS34 AUXILIARY
- C-121-19675 K6719-1-E792 AUXILIARY C-121-19725 K6719-9-E992 AUXILIARY C-121-19728 K6719-1-FWS35 AUXILIARY
- C-121-19731 K6719-1-E795 AUXILIARY C-121-19739 K6719-1-FW836 AUXILIARY C-121-12997 K6729-0-FWS49 AUXILIARY C-121-12919 K6729-9-FW191 AUXILIARY C-121-12919 K6729X2-0-FW1 AUXILIARY
- C-121-12926 K6729X3-9-E796 AUXILIARY
- C-121-12927 K4729X3-9-E797 1
- ~ ' ~ ._ - . . p;
* . . . AWS WELDING REPGRT BUILDING . BECHTEL ID . VENDOR ID .
APPENDIX 8. PAGE 3
*== ........=..............==. ===.....========= . =========================
AUXILIARY C-121-12043 X6720X3-9-E708 AUXILIARY . C-1,31-05412 M-412A-E201 AUXILIARY C-131-85413 M-412A-E202 AUXILIARY C-131-05482 M-3128-E194 AUXILIARY C-131-05579 M-3128-E196 AUXILIARY C-131-05725 M-3128-E199 AUXILIARY C-131-05780 M-El AUXILIARY
- C-131-05794 SS-El AUXILIARY
- C-131-05798 31-E2 AUXILIARY
- C-121-05799 31'-E3
..... END REPORT .....
m e
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.DATE 20 DEC 84 16:53:47 RID 6 11 DEC 84 BECHTEL
. . . . AWS WELDING REPORT
- BUILDING . BECHTEL ID . VENDOR ID . APPENDIX B . P AGE y-4============.===============.==================.==========================
REACTOR
- C-0X2901 REACTOR
- C-0X2902 REACTOR C-0X2903 REACTOR
- C-0X2904 REACTOR
- C-0X2905 REACTOR C-0X2906 REACTOR C-0X2907 REACTOR C-0X2908 REACTOR C-UX2909 REACTOR C-0X2910 REACTOR C-0X2911 REACTOR
- C-0X2912 REACTOR C-0X2913 REACTOR
- C~0X2914 REACTOR C-0X2715 '- -
REACTOR C-0X2916 REACTOR
- C-0X2917 REACTOR C-0X2918 -
REACTOR C-0X2919 REACTOR C-0X2920
, REACTOR C-0X2921 -
REACTOR C-0X2922 REACTOR C-0X2923 REACTOR C-0X2924 REACTOR :+ C-1X2925 REACTOR C-1X2950 REACTOR C-0X8902 REACTOR C-0X8903 ... REACTOR C-0X8904 REACTOR C-0X8905 REACTOR C-0X8906 REACTOR C-0X8967 REACTOR C-121-08081 K6724-0-E113 REACTOR C-121-08082 K6724-0-E112 REACTOR C-121-08083 K6724-0-E113 REACTOR C-121-08122 K6724-0-E116 REACTOR C-121-08302 K6724-0-E119 REACTOR
- C-121-08355 K6724-0-E122 REACTOR' ~4 C-121-08360 K6724-0-E117 REACTOR
- C-121-08361 K6724-0-E121 REACTOR
- C-121-08362 K6724-0-E123 REACTOR
- C-121-08367 K6724-0-E120 REACTOR C-121-08379 K4724-0-E195A REACTOR
- C-121-08504 K6714-0-E101 REACTOR
- C-121-08506 K6714-0-E102 I
REACTOR
- C-121-08510 K6714-6-E104
' REACTOR
- C-121-08523 K6714-0-E111
~ REACTOR
- C-121-08543 K6724-0-E124 REACTOR
- C-121-03549 K6724-0-E601
s
- :. w a
. AUS WELDING REPORT BECHTEL ID VENDOR ID . APPENDIX B. PAGE Sb
- BUILDING . .
.============.===============.==================.=====================
REACTOR C-121-08562 K6724-0-E106A REACTOK . C-121-08572 K6714-0-E114 REACTOR
- C-121-08576 K6714-0-E198 REACTOR
- C-121-08577 K6714-0-E106 REACTOR C-121-08621 K6714-0-E118 REACTOR
- C-121-08625 K6714-0-E110 REACTOR C-121-08741 K6714-1-FW602 REACTOR
- C-121-08752 K6724-0-E602 REACTOR - C-121-08733 K6724-0-E603 REACTOR
- C-121-08772 K6724-0-E608 REACTOR
- C-121-08773 K6724-0-E609 REACTOR
- C-121-08786 K6724-0-E604 REACTOR
- C-121-08787 K6724-0-E605 REACTOR C-121-08815 'K6724X2-0-FW401 REACTOR
- C-121-08846 K6724-0-E606 REACTOR C-121-08847 K6724-0-E607 - --
REACTOR C-121-08896 K6714-1-FW200 REACTOR C-121-08897 K6714-1-FW204 - REACTOR - C-121-08909 K6714-1-E105 -- REACTOR - C-121-08912 K6714-1-E197 REACTOR
- C-121-08950 K6724-0-E501 REACTOR
- C-121-08982 K6724X5-0-E610 ~
REACTOR C-121-08997 K6724X2-0-FW2 k REACTOR
- C-121-08999 K6724X2-0-FW1 REACTOR
- C-121-13001 K6714-1-E103 REACTOR
- C-121-13017 K6724-0-FW205 REACTOR C-121-13052 K6724X6-0-E126 REACTOR C-121-13060 K6724X6-0-FW1 REACTOR
- C-121-13069 K6724X2-0-E125 REACTOR C-121-13070 K6724X2-0-FW3 **
REACTOR
- C-121-13093 K6714-1-E109
' REACTOR - C-121-13098 K6724X7-0-FW301 REACTOR
- C-121-13099 K6724X7-0-FW302 REACTOR C-121-13119 K6724X7-0-FW303 REACTOR C-121-13120 K6724X7-0-FW191 REACTOR C-121-13241 K6724X9-0-FW11 REACTOR C-121-13242
~
K6724X9-0-E611 REACTOR
- C-121-13258 K6724X11-0-FW14 REACTOR C-121-13259 K6724X11-0-FW15 REACTOR
- C-121-13265 K6724X11-0-FW13 REACTOR ~~~ C-121-19996 K6724X10-0-FW12 REACTOR C-131-05649 M-36-Ei, REACTOR C-131-05650 M-36-E2 REACTOR C-131-05651 M-36-E3 REACTOR C-131-03652 M-36-E4 REACTOR
- C-131-05666 El REACTOR C-131-05671 E2 l REACTOR C-131-05672 E3 REACTOR C-131-05712 M-36-E5
[. REACTOR REACTOR C-131-85732
- C-131-05734 M-24-El M-36-E6 l
,e + . AWS WELD!fJG REPORT VENDOR ID .
APPENDIX 8, PAGE (&
- SUILDING . SECHTEL ID .
*=,========== .===============.==================.u=============
r I
- C-131-95743 E12 REACTOR REACTDK -
- C-131-F5759 E13
* .C-131-95S99 31-E4 REACTOR C-131-85889 M-19-E2 REACTOR
. ..... END REPORT .....
4 4 9 6 6e e . I f 5 G G G
\
e .. ,o ..
. .o, RID 6 11 DEC 04 SECHTEL
.DATE 20 DEC 34 16:53:47
. AWS WELDING REPORT VENDOR ID . APPENDIX 8. P AGE 7
- BUILDING . BECHTEL IO .
-============.==, ============= ==================.=====================
C-121-01053 K6721-0-E10 CONTROL K6721-0-E11 CONTROL C-121-01272 CONTROL C-121-01311 K6711-1-FW24 CONTROL C-121-01312 K6711-1-FW25 CONTROL C-121-01313 K6711-1-FW26 CONTROL C-121-01314 K6711-1-FW27 CONTROL C-121-01315 K6711-1-FW23 CONTROL C-121-01316 K6711-1-FW44 CONTROL C-121-01317 K6711-1-FW45 CONTROL C-121-0131S K6711-1-FW46 CONTROL C-121-01319 K6711-1-FW47 CONTROL C-121-01320 K6711-1-FW49 CONTROL C-121-01321 K6711-1-FW52 ' CONTROL C-121-01322 K6711-1-FW53 - --~- CONTROL C-121-01323 K6711-1-FW54 CONTROL C-121-01324 K6711-1-FW55 CONTROL C-121-01325 K6711-1-FW56 ~ CONTROL C-121-01326 K6711-1-FW57 CONTROL C-121-01327 K6711-1-FW58 CONTROL C-121-01328 K6711-1-FW59 - - - " - ' CONTROL C-121-01329 K6711-1-FW69 CONTROL C-121-01330 K6711-1-FW62 CONTROL C-121-0133,1 K6711-1-FW63 CONTROL C-121-01332 K6711-1-FW65 CONTROL C-121-01333 K6711-1-FW66 CONTROL C-121-01334 K6711-1-FW77 CONTROL
- C-121-01403 K6711-1-E2 -
CONTROL - C-121-01411 K6711-1-E3 CONTROL
- C-121-01414 K6711-1-E4 CONTROL - C-121-01417 K6711-1-E5 CONTROL
- C-121-01420 K6711-1-E6 CONTROL - C-121-01426 K6711-1-El CONTROL C-121-01423 K6711-1-FW17 CONTROL C-121-91436 K6711-1-FW19 CONTROL C-121-91434 K6711-1-E9 CONTROL'
- C;i21-51484 K6711X1-1-E12 CONTROL
- C-121-01435 K6711X1-1-E13 CONTROL
- C-121-69915 K6711-1-E7 CONTROL C-121-99023 K6711-1-ES CONTROL
- C-131-95505 48-E7 CONTROL C-131-05684 M-128-E107
..... END REPORT .....
I q
16:53:47 RIO 6 11 DEC S4 BECHTEL
.D4TE 20 DEC S4
. AWS WELDING REPORT
- BUILDING . VENDOR ID . APPENDIX B . P AGE 25 B_ECHTEL ID
*============ ===============.================== ==========================,
DIESEL GEN. C-121-98387 K6726-9-El DIESEL GEN. C-121-08391 K6726-6-E5 DIESEL GEN.
- C-121-OSS31 K6716-1-E3 DIESEL GEN.
- C-121-98846 K6726X2-6-ES DIESEL GEN.
- C-121-OSS61 K6716X3-9-E9 DIESEL GEN.
- C-121-08899 K6726X1-0-E6 DIESEL GEN.
- C-121-08900 K6726X1-0-E7 DIESEL GEN.
- C-121-08958 K6716-1-E2 DIESEL GEN. C-121-08959 K6716-1-FW1 DIESEL GEN.
- C-121-13249 K6716-1-E4
..... END REPORT .....
M mm e
+9*_ w 0
9 e
\w i
]
W* RID 6 11 DEC S4 BECHTEL
.DATE 20 DEC 24 16:C3: 47 Y . AUS WELDING REPORT i
. VENDOR ID . APPENDIX B. PAGE 9
- SUILDING_. .
BE_CHTEL ID
,=..... .................. ==.===......==...====.=================.=======..
* .C-121-05765 E4 FUEL FUEL
- C-121-05S13 E14 FUEL- C-121-05321 M-19-E3 FUEL C-121-19028 K6728-0-E4 FUEL e C-121-19029 K6728-0-E5 FUEL -
C-121-19030 K6728-0-E6 FUEL C-121-19032 K6728-0-E3 FUEL C-121-19066 K672SX2-0-E10 FUEL -
- C-121-19078 K6728X4-0-E10 FUEL C-131-19000 K6728-0-El FUEL
- C-131-19001 K6723-9-E2-FUEL
- C-131-19027 K6728-0-E3 FUEL
- C-131-19069 K6713-1-E7 -
END REPORT ..... 9 mMe e m
* ** 'M 6e G
1 a ec , um 1 a I 9
18 DEC 84 BECHTEL
-{ .DATE 28 DEC 84 06:45:08 RID 7
_. . _ _ . . . . _ _ . i AWS WELDING REPORT (
- FIELD FABRICATION REQUEST APPENDIX C. PAGE 1 et 8
- BUILDING . NUf1BER . DATE .
. -================.==========.========.========u============== - ~
~
RB0046 11-26-79 ~~ - ~~ ' - ~ ~ ~ { ~~~~ AUXILIARY- REACTOR ~~ -- ~ ~ ~~ 0556 11-03-82
~
- ^
REACTOR RB 0 f3571 8'0'-" AUXILIARY 0030 02-14-79 ( 0504 08-04-82 AUXILIARY 2 AUXILIARY 0503 087F4TP/2~ -
~
AUXILIARY
~
~ 0506 08-04-82 --
( ~~~
^ ~
RB0006 09-18-79 R EACTOR REACTUR RBT037'- 08 B3 So 0420 11-11-81 (. FUEL F0073 01-18-82 ~ - ~ - - b REACTOR RYOW37- 02'-23 "
~ ~ ~ " ~~
REACTOR
~
- RB0671 04-27-82 ~
"~ ~ ~ - ~
( 'h~~~~~ ' REACTOR' ~~RB0464 04-07-81 RT1019- 77r1T83 -~ 4 REACTDR F0114 03-20-84 ( FUEL g FUEL F0091 11-10-82 ~ -"' -' -~~ i- R E'4UTUR' --'- RB 0 919--- 03 14T83 -- ~~~'~~- ( ~ REACTOR '~
~ ~~ ~ ~ RB 0717 ~ ~ 07-13-82 RB1779'10-12-84 ~" ~~ ~~
- -~~~
)
~ REACTOR- 0'4 22;78
- ' " ' ~ ~ ~
- RE4'CTOR T REACTOR 'RB0842 11-18-82 l
t REACTOR RB0153 02-07-80 - - '- -
- REhCfDR' -- ' ~~-~~ RGT351-' 0 2 0 6-84 ~ ~ - "- ~ -- - ~~
( ' REACTOR RB0437 02.23-81 - RB0360 11-18-80
~~
REACTOR -
~ ~ ~ ~ ~ ~ - ' ' ~ ~ - ' ' ~ ~ -
R8 00is5-~~12 2'0-79~
~-
REACTbR-~~ ( REACTOR ESWS RB0135 01-24-80 9012 02-25-82 ~~' ~ - - ~ ~~~ -
-- 6IESEL UO0f2 02:2'5;79~- - -- -
( 0010 '06-03-80
~
~ FUEL ~~ ~~ F0014~~08-19-80 ' - - - ' ' - ' ~ ~ - '
REACTOR'--~~ KB006 F f2:20-79' ( REACTOR RB0391 12-23-80 REACTOR RB0623 02-24-82 - * ~ ~ "-'~~~--'---- KENCTOR-- KB637F f2:68-80 ( REACTOR RB0360 11-18-80 - AUXILIARY 08-10-78 ~ " - -- 40XIt'IARY N/A 0 8-1537 8 ~ -- - AUXILIARY 0028 12-13-78 ( RW0037 02-24-81 RADWASTE ~ ~ '- ~ ~ - " - TU EL - ~~ ~~" -~"~~ F002E- 10;27-80 ~~ FUEL F0050 03-04-81 -- ( AUXILIARY 0697 10-03-83 ~~ "~ ' '~~ ~~"~"~~~~ ---- AUXIEIARY~~ 0823~05219-84 0791 04-28-84 ( 0901 08-24-84 AUXILIARY ~ - ~ ~ - ~ ~
'-- ES W S ~-~ 002909:17-84 05-01-84
( . DIESEL ._ 0798
. _e y.- r., .+
,D
- L
- b %:3.; u.. $.is J .W h . . . . :a s .. x
s . . . _ .
.[
' c' FIELD FABRICATION REQUEST AWS WELDING REPORT
~~~ ~~A P P E ND I r C . P'A GE- 2.
NUMB ER '.'~ D A t r. .
- SUILDING .
( *================.==========.========.======== 0031 09-23-84
- . ESWS WY-1/-8*
r5W5 0028 ~
~ "~
.. ~' ~~ ~
0030 09-17-84~ ~
~
( ! ~~ ESWS ' ' ~ ~
~ RB0431 02-16-84 - - - -
. ~~~ REACTOR AUXILTA'KT-- 0'45'1 02:I5:82 H 0452 02-23-82
( AUXILIARY 11-22-83
,l REACTOR RB1133
- CONTROL D379 tT3-Z1-84 - ~
~
REACTOR 'RB1112 11-14-83 ~
'( -~ REACTOR RB1073 09-13-83 ~
-~
6123T~83
- , RE%CTOR R'B'0FfB
. REACTOR RB0925 04-28-83
'( m REACTOR RB0853 01'25-83
- ~-~
e REACfo~R RB0853 0370T:8T-- -
~
AUXILIARY
~
0646 05-26-83 ' ~ '-- ~
'( d ~~ FUEL ~ 'F0099 05-09-83 ~ ~
i REACTOR REM 70' 05-94 83 RB0965 04-28-83 ( REACTOR REACTOR RB0952 04-18-83 - " - - nEAUTUR nuG701 R r5:34 ~
' RB 09 41 04 83 - --
l ( "'- REACTOR
. ~ REACTOR
~
'~ ~~RB0937 04-11-83 AUX 1TIARY 06'30 7 3-30 '84 RB0906 03-07-83
(\ REACTOR REACTOR RB0900 02-28-83 ~ ~ '--' - " - RTAC'TUR ~~ ~~ RB 0 888'~ 02 10-83 ~ ~'-' ' -- 02-16-83 ( RB0894 ~ ! REACTOR 0645 05-24-83 AUXILIARY ~ ~ RB 09'82 05 -'17 ~84 RTE'CYOR 05-12-83 i ( REACTOR TURBINE RB0978 04?1 06-03-82 '
'- - ~~ ~ ~-
- AlfR L'T4RT-- 0493'~0~6316 ~~~' ~ ~ - ~ ~
06-16-82 ( -~ REACTOR CONTROL 0493 RB0695 06-07-82 ~ ~~ ~ -~~ ~
~
REACTOR 'RB07T6 07-09:82-' ~ 07-15-82 ( REACTOR RADWASTE RWOO42 RB0723 07-19-82 ~~ ~ ~--~-~~
. 7EECTDC -" 7B0721~~07719 082~' ' ~ ~ -
07-21-82 ( RB0725 ~- REACTOR REACTOR RB0729 07-29-82 ~ - " - - ~ ~
~
AUXILIARV- ~ ~~'0 50 0 ' 0 8 0 2!82 ~~~ ~ " ~ FUEL F0109 11-14-83 (. 0700 10-19-83 ' ~' "- ~ - AUXILIARY 2
~
~~~ REACTOR- ~ ~ ~~ ~~- ~~~FiBYO 66 ~09-28 8'3'~
AUXILIARY 0703 10-17-83 ( RB1058 08-25-83 ~ ~ - - ' - ~ ~ ~ - ~ ~ - ~ REACTOR - RTAC' TOR '"~ -~ -- - R'B O'87$i~01 2E;83 -~~~ REACTOR RB1961 08-29-83 ( REACTOR RB1936 08-03-83 -'--~ ~ --- ~-
~ ~ ~~ RB 1'054" 08-03-83 4
KEACTOR ~ . . 0670 07-29-83 s AUXILIARY ( . . , . o~, g e .D g A-
.e eum
~
..,s.'*
,l L'.h J ', - - -r
( l~~ ' . .~:, ,
'% l 4 .
.c .
- FIELD FABRICATION REQUEST ----
AWS WELDING REPORT D4TE APPENDIX CT- P AGE' S E BultuirfG . ~NUl1B c.n . ( *================.==========.======== 05-13-82
=====================
6487 AUXICIWRT use/ e l-2U -82 ~ = ~ '~ ' - ~ ~ ~ -- - -"- Or-20-82 0436 ~~~~ '-~ ~~~ ~~~ ( ~ ~~ AUXILIARY KB0606 01:27-82
'~
- REACTOR-~
v 23r0:82 --~ REACTOR RET 61/ 04-14-82 ( - AUXILIARY AUXILIARY 0471 0472 04-14-82 REACTOR RB0654 04-12-82 -
~ ~ "
~~ RB0646 ~~08-30-82
(
~
~~ REACTOR - ^
-~
RB0637 '03-23-82
~~
REACTOR ~~ -- ~~ REACTDR KBOI37- D3 23782 REACTOR RB0638 03-23-82 (. AUXILIARY 0458 02-25-82 - - - - - ~ ~ - - e Ald'ICTARV ~0s57 0T22T'82 '
~ ~ ' ~ ~ ~
~~RB0620 02-17-82
(
' ~ ~
~ ~ ~ ~ -
~- ~ REACTOR ~
R0081 04-22-82~
- ~-- ~ .
, FUEL ~~ -" ~~
MtAUlUM Kbi676 65-e4-82' RW0003 03-27-79 ( RA0 WASTE REACTOR R0005 10-24-78 " - ' ' - - MEscIun n0U01" s y -e /-78 ~~ ~ --- ~ --
~ ~ ~ ~
09-07-78 ( R0002 - REACTOR ~
. RE ACTOR'-
~ ~ ~ ~
RB0601 01-18-82
--- RENCTOR RBi36U2-- Of- f9 83 / AUXILIARY 0046 05-14-79 REACTOR - -~~~
RB0618 02-16-82 ~" - - - ~ ~ "
- REKCTOR RB 0 619 ~02 ~- f7 - -' -~ "
( F0076 03-04-82
~
~~ FUEL --
~~ REACTOR RB0628 03-01-82 -- ' - " - - ~ ~ - -
RYNCTOR- - RB 06 f 6-~02:10;82 ~ ~ ~ -- * ( FUEL F0069 10-19-81 0409 09-28-81 - " - ~ ~ ~ ~ ~ - - - ' - -
. REACTOR RB'0498- B6-16381- ---
RB0482 05-21-81
~
{ REACTOR - RB0466 05-04-81
. REACTOR ' ' ~ ~ ~ - - - - ' ~ - ---
~
RADWKSTE RW0038 04 01-81 (, REACTOR RB0446 03-10-81 REACTOR RB0446 03-03-81 - ' -- -- ~~ ~ RENCTOR' RB0427-~02 10-81 ( FUEL REACTOR F0045 02-09-81 RB0377 12-09-80
~
- ~
~- RENCTOR' 18 0366- 112Y4180 '-"' "
( REACTOR REACTOR RB0367 11-24-80 RB0335 10-27-80 ' "~ ~ - ~ ' -" REACTOR ~ KB0337--~10-29-80 - - " - - - " AUXILIARY 0119 12-26-79 ( RB0371 12-02-80 REACTOR - - ' - - ' - - REACTOR - ~~~- RB 0370 ~ 12 0 2-8 0 --~~ ~ ~~~ ~ ~ ~- REACTOR RB0373 12-03-80 ( RB0022 10-16-79 REACTOR ' - '
-- REACTOR ~ '----- ~~RB 0 0 2 0 ' 10 '10-79 -' '
11-04-81 ',_ ( .. REACTOR RB0573 a .
. .' !. . : q
~
(, ' ' ,,
~
5
~~4 ', ed d i#s - .:.
k J.5 '
( L
- FIELD FAGRICATION REGUEST AWS WELDING REPORT
" ' -- ~~~ ' AP P ENDIX C , ' P A0E 4
- sUILDING . .*C' ATE- .
NUMBER =,========,==n==================================. { *================,=========2 RB056 10-26-81 - -~~ -
'. REACTPR ~' -- -
4 REATTUR RB 0778~ 09'30-ST ' ' - ~ -" RB0792 10-04-82 ~' ~ ( "-- REACTOR '
~ RB0795 10-05-82 ~ ~ - - - - - - " -
REACTOR cDNTRUL e 5.TO 15 r4282' ~ ~ ~-"--- -- - ~ RB0803 10-15-82 ('i .. e REACTOR REACTOR RB0789 09-23-82 0533~ 09T2T762-'
- '~~
-~
" ~"-~ ' 0 513 09-08-82
~
- ( ~~ AUXILIARY 0022 08-23-82
.-- ~'
~ ""---~ ~ ~ - -
REACTOR RTB?'45'~767'i-82 1 (., FUEL F0090 11-02-82
+ REACTOR R0003 10-03-78
- REMTOR-~ RBTs1T-~04TI72 8* - - -
( ~ ~ AUXILIARY
- 0665 07-12-83 ' ~ ~ - -
~ ~~~AUXILI ARY_ - ~ 0 6 67._0 7 - 18 .83,. . .-__-- . _ - . _ . - . _ . . . _
gg ,gg gg 3 0673 08-09-83 ( CORRIDOR AUXILIARY 0442 02-02-82 - --~--'~~ - at. ACTOR RL7:T0y F6:29'81-05-12-81 ( ~ AUXILI ARY
~~ FUEL 0384
'F0043 02-02-81
~~' ~ ~ - - - - -
FULL F5%2 "EI '29'-Z1 --~~ ~ ~ f CONTROL 0320 01-29-81 CONTROL 0289 10-22-80 ~ -
- - - - - - -~
CONTROL 0288 10:2f-80 10-13-80 ( ~ CONTROL 0280 0260 09-16-80 - - AUXICI ARY- 0257' 09:10-80' 09-19-80 ( REACTOR FUEL RB0318 F0016~ 09-03-80 -- ~ ~ ' CONTf0L 0239 ~03:05-80 ^ 9139 02-07-80 ( 0122 01-09-80 .-
~~ AUXILIARY . -
- 0097- 10 25 10-10-79
( DIESEL AUXILIARY 0094 0066 08-04-79 -' --- 40XILTARY- ~ - -- 0053 06-25-79 06-11-79 ( - 0051 0025 12-04-78 ' - -- 00~12 "99 14-78 06-29-82 ( AUXILIARY CONTROL A0082 C0056 07-12-83 - ~ ~ AE' UTOR'"~~ "R'80822 ~ 042 25-83 --' 03-23-83 ( REACTOR REACTOR R80822 RB0929 03-31-83 ~ 10E E TOR - - ~ ~ R8'0821 01-31-83 (, REACTOR R80853 02-03-83 REACTOR RB0924 03-17-83 - ' - -
- REACTOR
- ' - ~
~~ ~ "RB062f O f431-83 09-07-83
( REACTOR R80924 L L 5i. . .- u. . . i y
g.. * . AWS WELDING REPORT
- FIELD FABRICATION REQUEST sPPENDIX'C. PAGE 5 BUICDiING-~ . NUMSER .- D' ATE
=
( *================.==========.========.============= RB0924 09-06-83 --- REACTOR - - - '
. AuIICI ARY --~~---- A0153 es-11-es ~
RB1133 11-22-83 - ( '~ REACTOR
~RB0742 08:11 82 ' '
REACTOR ~~ e6-28782
. 800'13 0450 02-15-82 l { 0013 10-05-78 i
> DIESEL 00322- 03-06-79 ~
- { FUEL ~ '~ F0068 10-01-81 ~
i -
- REACTOR ~ ' 'RB0822 18-82 -- ~ - - - - ~ ~ - ~ ~ ~ ~
~ TB'0lii2 12 02 82 REACTD'R 1374 04-11-84
( REACTOR REACTOR RB0244 05-05-80 - ~ ~ ~ ~
>< --- REACTOR KB0333 0T f3 T3 ~~- ~ ~
'RB1619 ~ 06-01-84
~
^
~~~ REACTOR
- i. ( 4-~~AUXILI ARY A0169 06-25-84 ~ ~ ~ -
uit.:sEL O'135 eJ-cF80-- -~~ - 02-19-80 ( DIESEL FUEL 0144 F0093 11-29-82 -- -- - " ' " - - 4 KENCTOR---- RE008v 01:03:30 -"
- ( FUEL ' '~~ F 0 019 10-20-80 - - ~ ~
~ FUEL
~ ~
F0015 09-02-80 ~ "'--'~ " "-"-' FOBT3 es;95 - FUEL ( FUEL F0010 07-23-80 SITE RVH0002 12-21-81 - '-
- ~~ -
REACTOR M0271 0 F1'0'-80 ' ' ' 06-10-80 ( RB0272 ~~~ REACTOR REACTOR ~ RB0923 03-17-83 ~ ~ ~ ~ ~' ~~ -'" ~ ~ ATD'II.I AR'Y 0 5 5 5'~ 1'1 2 0 3 - 8 2 - AUXILIARY 0557 11-04-82 { 0559 11-08-82 ' ' ~ ~ ~ ~ ~ ' - - - AUXILIARY ~~ '" - '
/ ADXILI ARY '--' "" 056B T1 11482 -
12-02-82 ( AUXILIARY
~ REACTOR RB0583 0565 12-01-81 - - - " - - - -
AUXILIARY 058 M 1-19-83'~- ' 0585 01-19-83 (- AUXILIARY AUXILIARY 0593 01-17-83 *
~ ~ - - -
AUXICIARY '-~ 0744 "01-30-84 12-21-82 ( REACTOR REACTOR RB0857 RB1312 03-22-84 ~~ RB1652 ~06:08-84
-- ~ ~RE A'CTOR RB1671 06-12-84
( REACTOR REACTOR RB1726 06-23-84 ~ ~
' - " - ~ ~ ~ - =
~~
REACTOR ~~~ ~~ ~~ ~ ~ RB 1739' 07-07-84 REACTOR RB0209 04-03-80 ( RB0191 03-24-80 ' ~ ' ~~~~ ~~ - " - - - - ~ ~ ~ - - ' REACTOR RENC T OR ---~ ~~ ~ ~ "-- RB 0178 03-13;80 REACTOR RB1259 02-15-84 ( RW0044 05-19-84 RADWASTE--~~~
- ESWS'
-~
~~0032 16:02-8*
l 04-22-80 } ( REACTOR RB0227
~
Y
~. G
( -
. .....v.< '_ . .
( [ FIELD FABRICATION REGUEST AWS WELDING REPORT
- APPENDIX C',-P AGE- G
- uu1LorRU . rfUt1BER . vATr. .~---'
psammasssumsmusas.szummas=an.nzzamman.nanmuunn=an=um=nansmansnam ( REACTOR RB0510 06-30-81 OT9 *, 11 .:7-/Y . . ._ _ ..
.u .. A U.X.I. C..I._A R Y ._._ .
. .._ .... _ g g 7 9 , , _79 . . . .
...g y ._ g _ ,
,, .9- _ . g pg 9g 9 _ . .
0170 03-24-80 ( 0010 05-15-7S . . gg11- gg_1s_73 '- g - - - - - - - - (' . ( ( _ _ _ _ . . . . . . . . _ _ _ . . _ . . (
-= .
( . ( . . _ _ _ . _ _ . . . . _ _ _ _ . . _ . _ . ____. x ( L . _ . . . _ _ . . .. . . ( .. L _. . . ( ..... END REPORT ..... L . . . . . - - - - - - "~ ~ ~~ f k - _ . _ _ _ . . . . . . _ . _ _ . L .
.s. . -
L .n. +..% . s ;.;
. m l 1 l l AWS h:. DING REPORT : I Appendix C, Pagn 7 1
- f ii LIST CF NONCONFORMANCE REPORTS s
1-9593-C 1SN3516CW 1-941-C ' 1-9549-C 1SN3589C l-942-C l-943-C 1-9559-C 1SN3614C l 1SN3753C l-045-C 1-9551-C 1-947-C 1-9552-C INN 3768C 1-948-C 1SN9738C iSN3779C
! l-049-C 1SN9899C 1SN3784C 1SN9972C 1SN3794C 1-974-C 1SN9992C *1SN3795C
! l-082-C 1SN1956C 1SN3796C l l-983-C l-984-C 1SN1957C 1SN3899C l l-085-C 1SN12770W ISN3891C 1SN1293C 1SN3892C l l-086-C 1-987-C 1SN1432M l!N4121C l-999-C 1SN1486C 1SN4276C l 1SN4283C 1-994-C 1SN1549C l-995-C 1SN1567C 1SN4293C 1-996-C 1SN1568C 1SN4389C 1 1-9194 C 1SN1649C 1NN4530C 1-9123-C 1SN1996C 1SN4536C l-9124-C 1SN2961C 1SN5823C 1-9128-C 1SN2138C 1SN58470 l-0136-C 1SN2154C INN 6999C l 1-9139-C 1SN2228C 1SN6117C l( l-9143-C 1-9148-C 1SN2419CW 1SN2489C ISN6299C 1SN6331C l INN 2530C 1SN6795C 1-9149-C 1-9158-C 1SN2585C 1SN6809C 1-9169-C 1SN26420 ISN8312C 1-9166-C 1SN2647M 1SN8378C 1-9179 4 ISN2658C 1SN8599C i l-9178-C 1SN2698C 1SN8612C i 1-0183-C 1SN2728C 1SN8899C 1SN2793C INN 8967C l l-9189-C 1SN2945C 1SN9119C 1-9295-C INN 2972C 1SN9476C l-8238-C LSN2987C iSN19926C l l-9244-C 1SN19381PW I l-9255-C 1SN2992C 1SN3913C 1SN19931C
; l-9266-C 1SN391?C 1SN11986C i 1-6276-C 1SN3939C 1SN11282C I
l-9277-C l-9335-C 1SN3941C 1SNil592C j 1SN3111C 1SNil689C l 1-9338-C 1SN3115C 1SN11986C 1-9339-C INN 3132C 1SN12199C ,i 1-9349-C 1SN3139C 1SN12517C 1-8345-C 1SN329CW ISN13280C ! l-9355-C 1SN3255C 1SN15229mt
! 1-9385-C 1SN3261C ISN15352C 1-9423-C 1SN3385C 1SN15685PW 1-8433-C 1SN3386C 1SN15723CW l-9434-C
( 1-9439-C 1SN3475C 1SN16728CN 1-8445-C - ISN3482C 1SN16988CW 1SN3483C 1SN19864C I 1-9446-C E_ _ ____ . _ _ _ _ . _ . _ _ _ . _ _ . . _ _ _ . ___ _ _ _ _ _ - _ . . _ _ _ _ _ _ _ _ '_ . _ . . . __
i % A'!S WELDIflG RETOR7 Appendix C, Ptgo 6 , LIST OF FIELD CHANGE REQUEST t-0860-C 2 1-0901-C 1-0917-C 1-0928-C
> 1-0957-C 1-0974-C 1-0993-C 1-1007-C 1-1434-C 1-1440-C i 1-1590-C I
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$- 0 C113 F 1 R4 2
R4 y _ o a 1 _ _ _ __ _ C114 F 3 9.- __ 9
- eWD-C: DEFECT LENGTH IS 3/8 _
R4 4 1 _o 5 1 e1 _ _ _ _ . _ _ S u C115 F _ _ ._. _ _ _ _ _ _ . _ _ 9
._ nWD,-C_: DEFECT LENGTH IS 1/8 R4 0 ^ * *
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9 F994532 m AUXILIARY BUILDING . AWS WELDING RErDRT..APPENDIX nn C. PAGE IJ 8GH +
. IC . UR . UC .
0 . WD . CT A ~ 8 US . il ~-~I J R~LT A B L D T A -~ B T A-~~ S TA~ B =.===.===.===.===. m ., _C,JO_IN.T. - TYPE .. . 8 C- D".~ A B ~ C ~ D-- E - ' F ~ G-~
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,- g . . . . . . _ _ _ . . . .. . _ _ . _ _
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A129 F 2 1 o o a ,. C121 F . . _ - - . . . _ - _ . . _ - _ . - , , L o _. . ...__ .- . . . .
'~C122 F - ^ _ ___ _.
- CIJ- A:EMEDDED IN CONCRETE ._.__ _ _.__. g . _ _ _ _ _ _ . . _ _ . . _ _ _ . _
,.g . O po- . _ . _ . . _ _ . _ _ _ R 4 _._. .
C124 F 1 _ ._ . . . _ _ _ . . . _ _ 9 C125 F 1 .
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0 - - ' % l' C126 F R2 e X
$ ;i oC127 F
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R4 o . C128 F OK m f,'6 o C129 F ~ -- - - OK
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9 j gg3, 7 OK
,l 0C131 F .
9 q: 9 e1 e 1 N C132 F - sWD-C & WD-H: DEFECT LENGTH IS 3/4 Ou 9
- s. o a v. cg33 p . _ _ . . . -
gg
- O 9 1 CI34 F Un $- 0 9
C135 F R2
- s. . ~b A136 F gg
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UC . Af'PENDIX nn . D. PAGE 1J GH f IC . , ----- g o . U WD E- F -~~ 0 -- H -- I
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CJOINT. TYPE . g g . S C -~ D ' '.~ ~ A -' 8 - C-'~~ D . g c..................................................................................................... O
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-~'C148 F R2
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2 m C141 F R2 O
- .- - ~ OK
- C142 F -
m _9 e 1 2 e 1 m C144 F
- ~sWD-A & WO-H: DEFECT LEHOTH IS i~~ - '~~' ^> 0 m
_.A145_ F ._3 8 1 e 1 1 __._____....__._
% Cl46 F 1 m '.,-.eWD-G g & UC-A: DEFECT. LENGTH IS 1.1/2 __ _ __ ,
1 1 . . _ . _ - . . _ _ [ A147 F . . . .- . . . . _ _ . - _ - . _ . _ . . _ _ _ m
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* - C159 F MAXIRUM - ~
9- , nWO-C1 DEFECT LENGTH IS 1/2 _. 2 m g g, g-. UK 3 _ . . - . - _ _ - . 9 (161 F e 2 e1 . . . . . . _ _ _ _ . _ . A162 F Y .
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. AUXILIARY SUILDING AWS WELDING REPORT, APPEN0!X D, PAGE /0 UR . UC . MM . IJ GN ,
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C164 F 1 ~~- ~ ~ ' ~ ~ ~ ~ ~ ~ '~~~~~ 1 - ~ ~ ~ ~ ~ S 2 MWD-L: DESIGNATED AS "COLDLAP ' R2
~
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i- " i EGH: EXTENSIVE BASE DATERIAL. DAMAGE (GOUGEST EXISTS ON EMBEDDED FLATE A - 04:
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' O *- A214 F e1 CWD-A: DEFECT LEHOTil IS 1/2 9 4
o A215 F
~ ' - - - ~ - ~ ~ ~ ' ~ ~ -
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T; l, O A221 F m O R2 1
% .! C222 F ei 1 CWD-A: DEFECT LENGTil IS 3/8 a
.' O e2 C223 F 1, CUD-C: DEFECT LEH0Til IS 5/16 MAXIMUM _
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'1 a A224 F pg.
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- ~tWD-C: DEFECT LENGTil IS 1 R2
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- C227 F e 1 iUS-C:UHABLE 10 MEASURE ACCURATELY DUE TO GRIH0!HO-SIZE .R2VISUALLY REJECTED' -" - ~
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. - C229 F .
. . ~nWO-A: DEFECT LENGTH IS 2-3/8 D o e! ,
A239 F - i "f WO-A: DEFECT LEMOTil IS 1/4 - . _ . . .
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C232 F 1R2
~"g tWD-L:COLOROLLIUR-3:WELDE0 FUlf ~ LENGTH AVAILA8LE-8EAM 'SEIG ACK CAUSED THE~ U a .
a1 NGill ~ q A233 F a1
~ LWD-A: DEFECT LENGTH'IS 1/2'~~
8 ~ US-AIDHE LED IS UNDERSIZED FOR'APPROXIMATELY 14I OF THE TDTAL LE
%, o m k C234 F a 1 l ~tUS-A:0NE LEG IS UNDERSIZED 'FOR APPROX 1MATELT 23% OF THE TOTAL LENGTH ~ -' -
1
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C235 F 1 1 a1 4 C236 F 3 C49 F 6 1 R2 1
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1 A259 F 2 2 5 - - ~ ~ ~~- ~ - - - - - -- Q- --
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8 O . WD . D T A B -~ A B~T A -~~ B ~~ C~. A P. CJOINT. TYPE US .- O '-~ H -~ I-~ J -~ K---~L--~~A ~ B C ==.===.===.===. n D '. A--~ B ~~ C ~ D -~~ E ~ ~ F 4 s d' ".' - ~A ~ B c=====.====.===.===.===.===.===.===. C'
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R2 1
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e ^ 5 a2 ~ ~ ~ ~
~~
3 A254 F -~ ~~ - 1 ~~~
^1WD-A: DEFECT' LENGTH IS 3/4' MAXInUft~ R2
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' ~ ~ ~ ~ - - - - - ~ ~ ~ - - - ' "
~ ~ ~ ~ ' ~ ~
8 m1 ' - ~ - - - ' " S C257 F
~
1 "tWD-0: 0RINDING (SASE METAL REDUCTION)~ ~ ~ ~ -- -
* .- DIC-A:1-1/8 0F WELD LENGTH IS MISSING DUE TD A NAIL lt0LE ~ ' - ~ ' - - - - ----~-' ---~~ ~ ~ - --- --
S f n 2 i C25s r m1 ~ R4 - - - " m8. a e 1 mR1 $ C259 F i WD-t': CDLDROLL ' -8SI' 0F WELD ~~~~' - " ' -- ------ "- - ~~
- "rWD-H:791 0F WELD s WD-C: DEFECT LENGTH IS 1/4 -_ .. . .
g e. ._ ... -- _-.
. R ._4 . _ _ . . . . . _ . _ . . _ _ .
q C249 F . R4 C261 F ~~ '
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S Dl-;-o C262
, F mR2 EWO-C: DEFECT LENGTH IS 1/2 MAXinun 9 -
- ~ ~ ~ ~ ~ - --
- -- - --- R 4 - - -
t .? 263 r w , -_ . R4 . . . . . . 9 I C264 F .. - R4
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"L'1 4 C245 F a1 R4 1-- m e 1 '-
l l ,C266 F WD-L: COLOROLL -DEFECT LENGTH IS 1 MWD-C: DEFECT LENGTH IS 1/2
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,4 9 A267 F e R4 .
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8 C268 F R4 2
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. C269 F _. , . _ . . .
cWD-L: COLDROLL -DEFECT LENGTH IS 3/8 MAXInun R4 1 1
, ,,., e2 w2 S. 4276 F '
oWD-C: DEFECT LENGTH IS 5/8 MAXInun s WD-L: COLDROLL -DEFECT LENGill IS 1/2 MAX
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.' BUILDING AWS WELDING REPORT, APPENDIX D, PAGE '
. AUXI .
UC . Mn IJ GH IC UR , ( e . US WD .
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L _ . . _ _ _ _ . . _ . _ . _ _ _ . C279 F . 4 y C280 F 2 ' - ~ - - D
'R'2~~-~1" 2 C281 F m1 .i*
Y LWD-A: DEFECT LEHOTH IS 5/8 _ . . _ _ _ . _ - . . . _ _ _
. . _ . . - - -- ~ ~ 01, ,
e . . _. . _ . . . 11' 7 3
'l c R2 - - ~ ~ ~ ~
1' v C283 F e1 "'
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I 1, ' tWD-A: DEFECT LEHOTil IS 1/4 - G R2 _ _ _ . . . _ , L _.._._..._..__..._...___...__ Oli C284 F .. . . o , y C285 F -- .. _. . _. ..__p _ ..__ _ . _. . _ . . . _ . _ _ . _ _ _ _ _ 5 ,
,4
- p. ,3 8 WD-C: DEFECT LEHOTil IS 3/8 nAXInun .
y cOS-A:0NE LEO IS UNDERSIZED FOR APPROXIMATELY -- - - - ' ' ~ - - ' - - - ' - 8% OF Tile TOTAL -LENUlil I g 0 ~ ~ ~ g7 .F a 1' i V, tuS-D: UNDERSIZED DUE TO 1/8 FIT-UP OAP - - ~ ~ ~ ~ '- - - ' ~ ~ ~ - * ~ - - i m.
.- . . . _~ - R4 4 g
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q C F. . .. R2 3 .g .384 Dj A385 F . . - . . . - . ~ - . . - . . . . . . - - - - - - . . _ _ _ . . gg S
~ C384 F' On D # , . . . _ _ _ _ . _ . . . _ _ _ _ . _ _ . , _
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1 tWD-C: DEFECT LENGTH IS 3/4 A2 O 9
, .oC311 F 1 *!. C312 F
- R2 2 %
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'I A313 F ~
OK O - - q C314 F 6 1 a 2 a
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i MM-C: SEAT TD BEAM WELDS ARE MISSlHG *
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, COLDROL1."
g C,316 F eWD-L: COLDROLL s OH: WELD & BASE METAL GOUGED BY CHIPPING 4* "% sR2 5 3
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$. A317 F 1 9
IGN: WELD & BASE METAL 00U0E0 BY CHIPPING e X a e.
.eWO-L: COLDROLL C C318 F . .. . . .
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tWD,C.: DEFECT LENGTH IS 1.3/8 ,.,3.. GN.:WE.LD & BASE NETAL GOUGED B_V .CHIPP.ING
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- CJ29 F _
Inn-C: SEAT TO BEAR AND SEAT TO EMBED, RETURN _ , _ _ , _ _ ,,, p 5 m 6 l 0
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. O R2 N A322 F . _ . _ . _ _ _ _ _ _ _ _ - - _ _ . . . . . . _
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. AUXILIARY WUILDING ' .
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. . . _ _ _ . . ._,4_
A349 F R4 8 m 4 0
^j C341 F e0N1:0000ES PRESENT, _ _ _ _, . _ _ , _ , _ , , , _ _ _ _ , _ _ , _
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^8 C343 F . . . . . . .._ -_
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*' C344 F e 1 -'"~~~~--'-~~-~~~~~~~~'
eGN1:G00GES PRESENT S
.'~nUS-A: ONE LEO IS UNDERSIZED FOR APPROXIMATELY 50X' 0F THE TDTR4 AL LENGTil"-~~~- ~ ~ -
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$ -l A345 F
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N l ~ i'~ C349 F nGN1:000GES PRESENT
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' A359 F e X S "ll. OIJ-A:ERGEDDED eC351 F IN CONCRETE
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- - . . . . . . . . N F984532 PAGE IJ /I S . . AUXILIARY tullDING
- IC AWS WELDING REPORT
. UR , 6CAPPEN0!X
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