ML20198L531
ML20198L531 | |
Person / Time | |
---|---|
Site: | Comanche Peak ![]() |
Issue date: | 05/12/1975 |
From: | GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.) |
To: | |
Shared Package | |
ML20197J316 | List:
|
References | |
FOIA-85-59 2323-SS-16B, NUDOCS 8606040308 | |
Download: ML20198L531 (406) | |
Text
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- t TEEAS UTILITIES SERVICES INC. .4 AGENT FOR TEXAS UTILITIES GENERATING COMPANY .
ACTING FOR I DALLAS POWER & LIGHT COMPANY
- TEEAS ELECTRIC SERVICE COMPANY TEXAS POWER S LIGHT COMPANY COVER 5' THIS SPECIFICATION ,
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NUCLEAR SAFETY RELATED ZOU!? MENT I THIS C . CONANCHE PEAK STEAM ELECTRIC STATION .,,
BY T ,ec ITS NOS. 1 AND 2
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Gibbs & Bill, Inc. 4 Specification 2323-SS-16B q Page i 3
TECHNICAL SPECIFICATION STRUCTURAL STEEL (CATEGORY I)
- CONTENIS
,s EAS.!
Section M 1
1.0 INTRODUCTION
1 2.0 SCOPE OF WORK 1
2.1 WORK INCLUDED 2 ;.
2.2 WORK NOT INCLUDED j-APPLICABLE STANDARDS, CODES, AND 2 3.0 SPECIFICATIONS 5
4.0 MATERIALS 5
4.1 STRUCTURAL STEEL 5
4.2 STEEL PIPE AND STRUCTURAL TUBING S
BIGH-STRENGTH STEEL BOLTS, NUTS, AND WASBERS 4.3 5 4.4 STEEL JOISTS 5
5.0 SHOP DRAWINGS l
t 6
6.0 FABRICATION -
f 6 6.1 GENERAL l 6 6.2 CONNECTIONS 6
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' 6.3 BOLES 6
6.4 WELDING REQUIREMENTS 7
6.5 SUBSTITUTION OF SECTIONS r
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P_agg Section ILM2 7
6.6 BOLTS 7
6.7 SHOP ASSENBLY -
7.0 CLEANING, S' HOP COAT, GALVANI1ING, AND ,
FABRICATOR PIECE NARKS FOR CATEGORY I 7 )
STRUCTURAL STEEL 7
7.1 GENERAL 7
7.1.1 CLEANING 7 ;
7.1.2 SHOP COAT 9 ,
i 7 .1. 3 GALVANIZING i 9 7.1.4 FABRICATOR PIECE NARKS 7.2 CLEANING AND SBOP COAT FOR THE REACTOR 9 BUILDING INTERNAL STRUCTURES 9
7.2.1 CLEANING 10 7.2.2 SHCP COAT 7.3 CLEANING AND SHOP COAT IN CATEGORY I STRUCTURES OTHER THAN REACTOR BUILDING 10 INTERNAL STRUCTURES 10 7.3.1 CLEANING '
11 7.3.2 SHOP COAT 11
- 8.0 INSPECTION AND TESTS 11 8.1 INSPECTION 11 8.2 TESTS
-3 Gibbs & Hill, Inc.
Specification 2323-SS-16B ;
Page 111 Page g Section M ~
12 ,
9.0 ERECTION e 12 9.1 GENERAL '
12 9.2 MATERIALS INCLUDED 12 ,,
9.3 BASE PLATES AND BEARING PLATES 12 ,
9.4 STRUCTURAL FRAMING ~
13 9.5 FIELD CONNECTIONS 13 i 9.6 TOLERANCE 13 9.7 ELEMENTS OMITTED DURING INITIAL ERECTION e 13 9.8 STORAGE OF MATERIAL 14 9.9 SPOT PAINTING 14 g 10.0 FINISH PAINTING r
10.1 FINISH PAINTING IN CATEGORY I STRUCTURES OTHER THAN REACTOR BUILDING INIERNAL 14 STRUCTURES 10.2 FINISH PAINTING FOR REACTOR BUILDING 14 INTERNAL STRUCTURES 14 ,
11.0 INSPECTION 15 12.0 QUALITY ASSURANCE .
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Gibbs & Hill, Inc. ,a Specification 2323-SS-16B #-
May 7, 1975 Page 1 TECHNICAL SPECIFICATION .'
1.0 INTRODUCTION
This specification cover
- eM -ific erection, technical requirements and paintingfor the of fabrication, de12v'sy, supply, stsia, required at the Comanche Peak Steam Category I structural l Electric Station (CPSES), a two-unit, pressurized water reactor (PWR) nuclear power plant. .1 2.0 SCOPE OF WORK all labor, tools, materials, .I The contractor shall furnish 1
supplying, detailing, a.
equipment, and supervision for galvanizing (as required) , and fabricating, shop painting, s ['
delivering to the jobsite structural steel required at CPSE the erector.
b.
The contractor shall receive, unload, store, erect, and paint structural steel required at CPSES.
2.1 WORK INCLUDED 4
Structural steel is defined under Section 2 of the American
- a. Steel Construction (AISC) , Code of Standard
' Institute of Steel Buildings and Bridges, and includes, but Practice for girders and plate is not necessarily limited to, beams, fasteners and stops, crane rails, steel joists, plates, girts, girders, moment connections, bracing, columns, posts, bolts, welding, and connections.
be required for, but not limited to,
- b. Structural the followingsteel Category will I structures and their appurtenances:
I 1)
Reactor building internal structures
- 2) Safeguards buildings l
3)
Auxiliary building l Fuel building 4)
- 5) Service water intake structure O
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Gibbs & Hill, Inc.
Specification 2323-SS-16B '
May 7, 1975 .a Page 2
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2.2 WORK NOT INCLUDED 1 The following items are not included in this specification: ~
- a. Containment steel'11ners for the two containment structures "'
Stainless steel for the stainless steel liner system used in storage b.
the refueling cavity and transfer canals, spent fuel pools, and cask loading pits k architectural steel, including stairs, stair .' O
- c. Miscellaneous treads, handrails, ladders, and grating i;
- d. Anchor bolts for structural steel ,j *
- e. Stainless steel liners as used in miscellaneous concrete ..
tanks s
- f. Miscellaneous steel APPLICABLE STANDARDS, CODES, AND SPECIFICATIONS 3.0 codes and standards referenced in this specification shallshall be the include latest edition at the time of purchase order, and the following:
i a.
American Society for Testing and Materials (ASTM)
ASTM A36, specification for Structural Steel Specification for High-Strength Iow-Alloy ASTM AS72, Steels of Structural Columbium-Vanadium Quality Specification for High-Strength Bolts for Including Suitable ASTM A325, Structural Steel Joints, Nuts and Plain Hardened Washers t for Quenched and Tempered Alloy ASTM A490, Specification ,
Steel Bolts for Structural Steel Joints for Hot-Formed Welded and. '
ASTM A501, SpecificationSeamless Carbon Steel Structural Tubing s I
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Specification 2323-SS-16B '(
May 7, 1975 -
Page 3 for Zinc (Hot-Galvanized) '
ASTM A123, Specification from Rolled, Coatings on Products Fabricated Plates, Pressed, and Forged Steel Shapes, _
Bars, and Strip
- b. American Institute of Steel Construction (AISC)
AISC, Code of Standard Practice for Steel Buildings and 4
Bridges for the Design, Fabrication and AISC, SpecificationErection of Structural Steel for Buildings AISC, Specification for Structural Joints Using ASTM A325 or A490 Bolts .
i AISC Manual of Steel Construction
- specifications and Load Tables, Longspan Steel AISC Joists, Standard DLJ-Series and DLH-Series l
- Specifications and Load Tables, Longspan Steel AISC Joists, Standard LJ-Series and LH-Series Specifications and Load Tables, Open Web Steel I
' AISC Joists, StandardJ-Series and E-Series
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- c. American National Standards Institute and (ANSI) Screws, Including ANSI B18.2.1, Square and Hex Bolts Askew Head Bolts, Hex Cap Screws, and Lag Screws ANSI B18.2.2, Square and Hex Nuts Quality Assurance Program Requirements for ANSI N45.2-1971, Nuclear Power Plants ANSIDraft 11, N45.2.9, Requirements for Collection, Storage andMa Revision 0 Nuclear Power Plants Dated Jan. 17, 1973 ANSI N45.2.10, Quality Assurance Terms and Definitions Draft Dated 1973
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Gibbs & Hill, Inc. y Specification 2323-SS-16B j May 7, 1975 Page 4 ANSI N45.2.11, Quality Assurance Requirements for the Design .
Draft 2, of Nuclear Power Plants Revision 2 g Dated May, 1973 ~
ANSI N45.2.12, Requirements for Auditing of Quality Assurance Draft 3, Programs for Nuclear Power Plants g
Revision 0 Dated May 2, 1973 'f -
ANSI N45.2.13, Quality Assurance Requirement 5 For Cont AEC Extract Power Plants Draft Dated May 31, 1973 d.
Nuclear Regulatory Cosutission (NRC) (formerly Atomic Energy ,
Commission) 10 CFR 50, Appendix B, Quality Assurance Criteria For Nuclear Power Plants and Fuel Reprocessing Plants
- e. American Welding Society (AWS)
AWS B3.0, Standard Qualification Procedure AWS D1.1, Structural Welding Code AWS A2.0, Standard Welding Symbols f.
Steel Structures Painting Council (SSPC)
SSPC-SP1, Solvent Cleaning SSPC-SP2, Hand cleaning SSPC-SP3, Power Tool Cleaning .
SSPC-SP5, Blast cleaning to " White" Metal SSPC-SP6, Commercial Blast Cleaning h
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i4 Specification 2323-SS-16B ,
May 7, 1975 I Page 5
- g. Reference Specifications .
2323-88-9, concrete G68 SpeciticationG&B Specifications 2323-AS-30 and 31, Painting and Protective ,.
coatings 4,0 MATERIALS 4.1 STRUCTURAL STEEL ASTM A572, Grade 50 unless Structural otherwise noted steel onshall conform drawings.
the engineering to 4.2 STEEL PIPE AND STRUCTURAL TUBING Steel pipe and structural tubing shall conform to ASTM A501.
HIGH-STRENGTH STEEL BOLTS, NUTS, AND WASHERS 4.3 nuts, and washers shall conform to High-strength steel bolts, ASTM A325 unless otherwise noted on the engineering drawings.
4.4 STEEL JOISTS Steel joists shall conform to AISC standard specifications.
5.0 SHOP DRAWINGS The contractor shall prepare detailed shop drawings in
- a. accordance withThese AIsc specifications drawings shall forbeitems covered submitted tobythethis specification.
engineer for approval.
b.
Fabrication shall not proceed until the applicable shop .
drawings have been approved by the engineer.
of shop drawings by the engineer shall not accurate relieve detailing c.
Approvalthe contractor of responsibility for the and fabrication of all material.
include all shop and erection and details, welds
- d. Shop drawings shall including cuts, copes, connections, holes, bolts, in the structural steel.
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Speci'ication 2323-88-16B
! May 7, 1975 Page 6 i
shall be indicatedShop by l
- e. All welds, both shop and field, AWS A2.0. '
standard and welding symbols in accordance iwitherection and drawing and field welds and shall show the location, type, s ze, extent of each weld. -
6.0 FABRICATION 6.1 GENERAL -
, The structural steel shall be detailed and Erection of inofaccordance wit AISC specification for the Design, Fabricationthe AISC Code Standard Structural Steel for Buildings and >!
Practice for Steel Buildings and Bridges.
CONNECTIONS '
6.2 by welding or by shall be assembled 1
Shop connections connections with threads high-strength bolting in bearing-typeExcept for connections specifically i shall excluded from shear planes.
- detailed on the engineering drawings, each beam connect given beam, span, and onthe c be designed by the total uniform in load capacity for theaccordance Beams, with the tables in AISC M material, l Construction, 7th Edition, Allowable Loads oncapacity greater than that Where a connection through 2-81. is required, the reaction is shown on the l
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' specified above engineering drawings and shall be used in the design of the Connection.
6.3 HOLES cut, drilled, or punched at right angles to the Holes shall be and shall not be made or enlarged by
' surface of the metalshall be provided Holes on in members the engineering to accommodate drawings. the burning. Outside .
work of other trades where shownshall be clean-cut,dwithout smooth.torn or ragged Holes burrs resulting from drilling or reaming shall be groun 6.4 WELDING REQUIREMENTS for
! AISC Specification Steel for Welded construction shall conform to Design, Fabrication and Erection of Structural
- Buildings and AWS DI.1.
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Specification 2323-SS-16B ,-
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Page 7 '
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) d 6.5 SUBSTITUTION OF SECTIONS both shall Substitutions of sections, modifications of detail, or
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i be made only when approved by the engineer. .A 6.6 BOLTS All high-strength bolts shall be 7/8-inchBolts the engineer.
diameter shallunless be otherwise noted or approved bythe holes without damage to the thread. .x driving. Bolt
driven accurately into h t)rest Bolt heads shall be protected from damage surfaces having duringnuts slopes shallP l heads and on beveled normal to the bolt axis, i
Where bolts are1toin be20 with used a plane full bearing to the .J greater than 1
beveled washers shall be provided to giveAllTMbolted A325 orconnections A490
- aball f. :
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' be head AISC or nut.
Specification for Structural Joints Using AS Bolts unless noted on the engineering drawings.
6.7 SHOP ASSEMBLY h shop to the ii tions.
f All material shall be f abricated and assembled in t ema l
l SHOP COAT, GALVANIZING, AND FABRICATOR PIECE
! CLEANING, 7.0 j
i MARKS FOR CATEGORY I STRUCTURAL STEEL 7.1 GENFJAL 7.1.1 CLEANING fabrication, all structural steelofsurfaces oil or grease shall be in see After thoroughly cleaned of heavy deposits For additional requirements accordance with SSPC-SP1.
subsection 7.2.1 and 7.3.1 of this specification. !
7.1.2 SHOP COAT Except for surfaces which will be encased galvanized, in or or in where contact a.
with concrete, or to be welded or AISC Specification for by the requirements of A490 Bolts, or where prohibited Structural Joints Using ASTM A325 oron the engineering indicateddrawings, in all stru otherwise noted steel shall be given one shop coat of paint assubsecti
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- specification 2323-SS-16B ,
May 7, 1975 I Page 8 l
which will be inaccessible af ter assembly shall be
- b. Parts given two shop coats of paint. The second coat shall be a -
slightly different color than the first coat. _
Application of tihe shop paint shall be in strict ofaccordance the paint ,
c.
with the paint specification and instructions manufacturer.
The shop coat shall be applied in a clean atmosphere free j d.
from dust, sand, and fumes.. Application adjacent to areas where welding is being performed will not be acceptable.
holes, and other rough spots Welds, seams, corners, boltattention to make certain they are shall be given special The following limitations and adequately covered. to determine the acceptable -
I apply restrictions shall conditions for application of paint:
shall not be applied when the ambient temperature
- 1) Paint temperature is expected to is below 40 F or when the drop to 32 F before the paint has dried.
- 2) Paint shall not be applied to steel surfaces less than 35 F.
Paint shall not be applied to steel surfaces paint which areis
! 3) of 125.F unless the at a temperatureformulated for application at the proposed specifically When steel is painted in hot weather, 1
- temperature.
precautions shall be taken to insure that the specified dry-mil thickness of paint is obtained.
- 4) Paint shall not be applied when the relative humidity might cause condensationtemperatures on metal surfaces due to and ambient variation in metal temperatures.
- e. The thickness of the shop coat on smooth surf aces The shall beof thickness a -
i minimum of 3 mils and a maximum of 5 mils. seams, corners, bolt holes, and roug l the paint on welds, l spots shall be a minimum of 4 mils and a maximum of 6 mils.
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,8, Gibbs & Hill, Inc. 3 Specification 2323-88-16B ;d May 7, 1975 Page 9 l
t 7.1.3 GALVANI11NG f Where galvanising is indicated it shall meet the requirements structural steelo I
ASTM A123. (Galvanising shall not be used for(Reactor Building internal to be installed inside the concrete) or encased'in containnsnt .
structures) 7.1.4 FABRICATOR PIECE MARKS shop coating, the structural steel fabricator shall .
- a. After structural element. iih paint an appropriate piece mark on each This paint shall be compatible with and covered by the f n s coat. ll -
to galvanising, the individual or assembled unit sha
- b. be clearly Prior marked with steel dies or other appropriate ,
method.
7.2 CLEANING AND SHOP COAT FOR THE REACTOR B STRUCTURES ~
- 7. 2.1 CLEANING surf aces for the reactor building internal with
- a. Structural structures steelto be painted shall be cleaned in accordancesilica sand or SSPC-SPS, using clean that will produce a profile
' airless blast-cleaning equipment)that provided bythe using the clean silica sand.
following, comparable to performed if any of Cleaning shall not be
, conditions are suspected or evident:
- 1) Moisture on the surf ace of the steel j
Surface temperature less than 5 F above the dew point 2) 3)
Relative humidity greater than 80 percent
' ff The surf ace shall be cleaned by a vacuum cleaner from oil and water) afteror blast blown o
' b.
by compressed be removed prior to cleaning. Allair blast (free products shall Any oil, grease, scale, application of the weld primer coat. material adhering to the spatter, or other detrimental by solvent washing i surface after blasting shall be removed and reblasting.
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Specification 2323 16B f' May 7, 1975 4 Page 10 4
- c. The blast-cleaned surfaces shall be coated with one and coat of before primer within 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> after blasting takes placeIf rusting does occur, the su any rusting occurs. _
be given a light brus.* blast. '
a 7.2.2 SBOP COAT The shop coat on structural steel for reactor buildings internal structures shall be either:
Manufacturer ._
EgigLti '
j Carboline company
' Carbo-sinc 11 Ameron Corrosion control Dimetcote 6 Division Mobil Chemical company , p Mobil Zinc 7 f COAT IN CATEGORY I STRUCTURES OTHER 7.3 CLEANING AND SHOP THAN REACTOR BUIL)ING IlfrERNAL STRUCTURES 7.3.1 CLEANING
- a. Structural steel surfaces for structures other thanbereactorcleaned building internal structures to be painted shallusing clean silica sand or a in accordance with SSPC-SP6, blast-cleaning equipment) that shot-grit mix (with airlessa profile comparable to that provided by using will produce Cleaning shall not be performed if the clean silica sand.
any of the following conditions are suspected or evident:
- 1) Moisture on the surface of the steel Surface temperature less than 5 F above the dew point '
- 2) -
3)
Relative humidity greater than 80 percent The surface shall be cleaned by a vacuum cleaner or blown after blast off b.
by compressed air '(free from oil shall and water) be removed prior to cleaning. All blast products Any oil, grease, scale, application of the weld primer coat. material adhering to the or other detrimental by solvent washing spatter, surface after blasting shall be removed ,
and reblasting.
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Specification 2323-SS-16B 'j s
May 7, 1975 Page 11 x
- c. The blast-cleaned surfaces shall be coated with one and coat of before ,
primer within 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> after blasting takes placeIf rusting does occur, the surface s any rusting occurs. -
be given a light brush blast.
er -
7.3.2 SHOP COAT The shop coat on structural steel in Category I structures other than reactor building internal structures shall be either:
1 Manufacturer ,
Pa$nt Carboline Company Carbo-Zinc 12 '
Dimetcote 6 Ameron Corrosion Control >j Division 6
8.0 INSPECTION AND TESTS 8.1 INSPECTION The material furnished under this specification shall be provided subject t
to inspection at any time, and full facilities shall beInspection for this inspection. satisfactory in the shop sha furnish I
the contractor of responsibility reserves to the right to reject any materials. The engineer materials at any time before acceptance of the structure when, in the opinion of the engineer, the materials and workmanship do not conform to the requirements of this specification.
8.2 TESTS a.
Certified mill-test reports showing conformance to mechanical shall and chemical properties of the material specifications be submitted to the engineer, Shop-coat thicknesses shall be verified using magnetic-type be b.
thickness gauges. The completed prime coat shall Any inspected for runs, overspray, pinholes, and roughness. of improper areas found to show these defects or other sign application shall be surface preparations or coating comply with rejected. Repairs shall be made as required to this specification.
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Specification 2323-88-168 ,*
May 7, 1975 "
Page 12 f
9.0 ERECTION 9.1 GENERAL 9; steel shall comply with the Fabrication The erection of all structural the Design, l requirements of AISC Specification forof Structural Bridges except Steel where for Buildings and AIS and Erection Standard Practice for Steel Buildings andotherwise stated here .;
e 9.2 MATERIALS INCLUDED the setting and grouting of baseelements plates %
Erection and shall bearing include plates and erection of all structural steelGrout for base plates h an as shown on the engineering drawings. to Specification 2323-SS-9, L bearing plates shall conform ,
Concrete. ,
I 9.3 BASE PLATES AND BEARING PLATES and bearing plates shall beand set in correct aligned byposition means Base plates supported, The l to proper grade, leveled, and approved by the engineer._shall 1
proposed by the contractor entire undersurfaces of all base plates and bearing platesIt is ,
l nonshrinking grout.
be dry-packed solidly with performed after recommended, but not required, that grouting beerected, plumbed, properly framing above are Wedges and shims, the ma=hars of d s of all base positioned, and the anchor bolts tightened.
where utilized, shall be cut off flush with the e ge plates and bearing plates and left in place.
9.4 STRUCTURAL FRAMING
/
! shall properly align, level, and plumb each part Fitting-up boltsof l
The erector l the structure before making and drift field connections. pins shall not be Drift pins shall not be driven l Peaking, shimming, l members with and parts into place.such force correct as faulty to injure adjacent work. metal.
All l
or wedging will not be permitted tocompleted frames shall be true-to-line a members in l bends, twists, and open joints.
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Specification 2323-SS-16B ,i May 7, 1975 ,
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1 9.5 FIELD CONNECTIONS _
. made with high-strength steel All field connectionsconnections bolts in bearing-type shall be with threads excluded shown on from the 8
emcept where otherwise stated or shear planes Field-welded connections shall not be used engineering except where drawings.specifically specific indicated case. on theAllengineering field drawings or approved by the engineer.in eachto the requirements of subsection 6.4 of welding shall conform and all field boltingBefore shallassigning conformany to ,'
this specification of this specification. ification, the
- subsection welder to work 6.6 covered by this section of the specthe names of the ;
contractor shall provide the engineer with with certification that tests using j welders to be employed on the work and qualification cutting each of these welders has passed holes or ,
procedures covered No additionalother in AWS B3,0. than shown on the shop drawings of steel work, performed without the approval of the engineer.
9.6 TOLERANCE In general, all steel shall be plumb and level within the tolerance 1:1000.
9.7 ELEMENTS OMITTED DURING INITIAL ERECTION the drawings to be permit the t
- to l
Certain structural omitted during initial erection in order elements are shown on Such structural insta L1ation of certain equipment by others. d on the site elements shall be furnished, fabricated, and storeScheduling with and the sequencing of for < tractionthese at a members later /date. coordinated erection of shall be purchaser's equipment delivery schedule.
9.8 STORAGE OF MATERIAL d material, either plain or fabricated,skids, shall beor store other Structural on the site above the groundthe engineer. upon platforms,All materials shall be approved by Material supports as orrosion kept free f rom dirt, grease, and other foreign subjected directedmatter.to by exte by covering with weatherproof tarps or sheets or as the engineer.
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' May 7, 1975 Page 14 9.9 SPOT PAINTING Spot painting of Ammaged surfaces performed and unpainted in the fieldportions of f
welded and bolted using connections the same shall bepaint as the shop coat and '
after erection, according to the manufacturer's instructions.
10.0 FINISH PAINTING
- l t 10.1 FINISH PAINTING IN CATEGORY I STRUCTURES O REACTOR BUILDING INTERNAL STRUCTURES finish coat.
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See G88 Specifications 2323-AS-30 and 2323-AS-31 for Color shall be as shown on the finish schedule. ,
10.2 FINISH PAINTING FOR THE REACTOR BUILDING INTERN STRUCTURES structural steel for the reactorcoat building used The internal finish structures coat on shall be compatible with the shopThe finish coat shall i
in subsection 7.2.2 of this specification.
be either of the following:
i manufactured by the Carboline Company to cover I a. Phenoline 305 Carbo-Zinc 11 coat Corrosion Control manufactured by the Ameron
- b. Amercoat 90 l Division to cover Dimetcote 6 coat manufactured by the Mobil Chemical Company to cover
- c. 89-W-9 Mobil Zinc 7 coat The thickness of the finish coat shall be a minimum of 4 mils with color as shown on the finish schedule.
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I 11.0 INSPECTION
( under this specificationand shallfull be The material to be erected by the engineer, subject to inspection in the fieldaccess shall be provided for this l
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specification 2323-SS-16B ,
May 7, 1975 .
Page 15 i
M i 12.0 QUALITY ASSURANCE , _
The contractor shall establish and.tol implement a quality rules the applicable assurance and
'1 i
program which rigidly conforms 10 Cim 50 Appendix B, ANSI N45.2, standards as imposed. by NBC, ANSI N45.2.11, ANSI N45.2.12; ANSI N45.2.9,. AX3I N45.2.10, The program shall include ANSI N45.2.13, and this specification.
procurement, fabrication,, site erection, pertinent aspects ofinspection, testing, handling, shipping, storing, and cleaning. {4 .
'i submit all f abrication, installation, and '
The contractor test proceduresThis shall to TUSI implementation. right for reviewand of review andapproval approvalshall prior also assurance to ,]
,j extend to any changes made to the contractor's quality program and procedures during the course of work. '
access to his plant, The contractor shall provide right of f acilities, and records for inspection or audit purposes by TUSI,other authorized partie TUSI's designated . representative, or the such as regulatory agencies. These provisions also apply to contractor's sappliers. 5 l
The contractor.
shall agree to stop work or withhold. shipment at of
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the request of TCSI or TUSI's representative until resolution ,
any major quality assurance or quality control deficiencies.
The contractor shall establich procedures to assure other measuring that and all' inspection tools, instrusnets, gauges, andtesting standards devices exist. are in a cali to the National idhen inspectionBureauandoftesting Standards equipment idsere such is found to with be out of l.
that calibration, equipment all items inspected, tested, or measuredsince the latest valid
' unacceptable. Essolution of these casen shall be determined on a l case basis. '
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. 9 Category 45 Comr.nche Peak Open Issue Action Plan Task: Miscellaneous Welding Ref. No.: M-43, M-60, M-65, M-73 Characterization: It is alleged that:
AW-43: A pipefitter who was not qualified for welding, fit up and welded socket joints.
AW-60: There were defective welds on the steam generator, top head, insulation supports.
AW-65: There were incomplete penetration welds in fuel transfer tubes.
AW-73: There was excessive grinding of weld surfaces.
Initial Assessment of Significance: There appears to be sufficient specificity to warrant followup of these allegations. The safety significance is difficult to evaluate with the available information. 8 Source: Mechanical and Piping Allegations Category 45.
Approach to Resolution:
- 1. Review 84-006 testimony and ASLB transcripts.
- 2. Identify and r' view e pertinent G&H Specifications and B&R Procedures for applicable codes, materials, welding requirements, etc.
- 3. Identify designer, fabrication, and installer of fuel transfer tube assemblies and review their related documents.
- 4. Identify and review pertinent TUSI, Inc. or TUGC0 docunents.
- 5. Identify and review B&R data packages.
- 6. Review B&R weld procedure specifications used.
- 7. Evaluate allegations for safety significance and generic implications.
- 8. Report on results of review / evaluation of allegations.
.* l ,
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Category No. 45 Related Open Issues:
- 1. Using system code from the tracking system open items, list and identify any open items.
- 2. Review activities necessary to close or partially close related items.
- 3. While perfonning physical inspections, examine surrounding system, components, and structures for any apparent defect or indicator of faulty workmanship.
- 4. Complete portion of IE module on welding if it relates to eff'o rt made on allegations.
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l assemblies at the containment building end of both fuel transfer tubes contained debris and dirt. One assembly had a flapper sander and a
" throw-away" paint brush lying on the bellows convolutions and a second flapper sander lying on the near, bellows end fitting. Dirt was piled up against the weld 3a spacer. The other assembly had a rag and a piece of pipe about 1-inch long lying in the near, bellows end fitting. There was also some dirt against the weld 3a spacer.
The TRT reviewed allegation AQW-77 and the August 8 and 23, 1984, ,
transcript of the alleger in an attempt to identify the heat exchanger in question. The TRT inspected the immediate location specified by the alleger and found that four heat exchangers were located just outside the auxiliary building in Rooms 68 and 69 on the 790-foot elevation of the Unit 1 Safeguards Building. The TRT identified these o.s e heat exchangers residual heat removal (RHR) heat exchangers (HX) TBX-RHAHRS-1 and TBX-RHAHRS-2 and the containment spray (CT) HX (CP1-CTAHCS-1 and CP1-CTAHCS-2). The TRT reviewed the manufacturer drawings (Joseph Oat Corporation) and found that the RHR HXs were purchased by Westinghouse Corporation and the anti-vibration straps were a vendor-supplied item.
l The TRT interviewed Westinghouse personnel and learned that the strap
' supports for the tubing were added by the manufacturer to correct an I( unacceptable tubing vibration condition detected at some other l ..
NCR) records l
location.
TheTRTsearchedthenoncon - -
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for the two RHR HXs and found no NCRs issued to modify or add anti-vibration straps. Based upon these facts, the TRT eliminated the RHR HXs from consideration for the allegation.
A further search of the dCR records yielded NCR numbers M-5102S and M-51035 for the CT HXs, both issued on the same day and both containing nonconforming conditions very similar to those described by the alleger. The TRT determined that NCR M-51035 was reported by the alleger; however, part 2 of the NCR indicates a condition different ,
from the allegation specified on page 52 of the August 8, 1984,
' interview. The NCR specified .that only nine welds were made, but the WDC indicates that ten welds were required. The allegation stipulated that there were duplicate weld numbers on the top and bottom strap supports. The TRT could find no evidence that duplicate weld numbers were used or that more than one set of strap supports were required.
Both Texas Utilities Electric Company (TVEC) and cognizant personnel from Joseph Oat Corporation were contacted, and confirmed that only one set of strap supports, located at the top bend of the tube bundle for each HX, was required by the modification. .
Since the NCR was initiated by the alleger when he inspected the welding, the second part of the allegation which was alleged during the August 8 and 23, 1984, interviews appeared to be an error. On
(
\ September 20, 1984, the TRT contacted the alleger, who confirmed that the nonconforming conditions listed on the NCR were correct. Further
examination of the NCR package revealed that DCA 16462 was written to The TRT discussed the explain the discrepancy in the weld numbers.
DCA with B&R QA and Welding Engineering and found that the disposition was satisfactory.
The TRT reviewed the traveler package for each NCR and found the following discrepancies. For NCR M-5103S: (1) the traveler was stattped with the statement " Work requires TUGC0 operations to process an ASME Code NIS-2 Form," and no form was completed; (2) CP-CPM-6.9G required that the Authorized Nuclear Inspector (ANI) initial the Weld Data Card (WDC) to indicate whether a hold point was required, and there was no evidence of the ANI's initials on the WDC; and (3) 01-QAP-il-1-26 required B&R QC to complete a visual examination, and no evidence of such an examination was found. The same discrepancies as identified 025. The TRT found in (1) and (2) also were identified in NCR M-evidence of a completed visual inspection checklist for this NCR.
The TRT interviewed two B&R QA employees to determine whether the CT HX modification required an ANI review. Both QA employees said that the statement requiring an NIS-2 form to be completed was a mistake and that the form was not required since the welding was not to the Both of these employees also recalled discussing pressure boundary. -
this problem with TUEC Operation and Maintenance (0&tt) engineering at
( the time of the modification. They indicated that to the best of their recollection 0&M agreed with their position, but they could not
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explain why the paperwork had not been changed, nor could they document that the discussion had taken place. The TRT interviewed the O&M engineer who, at the time of the modification, was the TUEC QA inspector indicated on the NCR disposition. He confirmed that the NIS-2 form should not have been required (as stamped on the traveler),
but he could not provide any docurentation of conversations with B&R QA to this effect.
During the TRT interview, both B&R QA employees indicated that the ,
visual inspection checklist should have been completed and that the original of the form should be in the fabrication package in the QA vault. A review of these records did not produce the missing checklist. Further discussions with B&R QA revealed that the manufacturer's representative from Joseph Oat Corp. had inspected the -
weld burn-through and had accepted it for the intended service. This was confirmed in a Telex (February 2,1983), which was the basis for the dispositioning of part (1) of the NCR. The TRT contacted the Joseph Oat Corp. representative identified in the Telex. He confirmed that ,he had personally inspected both of the CT HXs for the burn-through condition on the anti-vibration straps. After checking his notes and files on these items, the manufacturer's inspector indicated that his inspection had revealed no damage to the HX tubing and that the welding on the straps was adequate for the intended service. The
( TRT then talked to the QC inspector who had signed off the "QC
O He indicated that he had Verification" block on both of the NCRs.
completed the visual examination checklist on NCR M-52025, which he co-authored; however, he could not remember completing a similar The checklist for the NCR initiated by the alleger (NCR M-5203S).
inspector also indicated that the individual who signed the "QC Verification" block on the NCR was only ensuring that the proper paperwork was completed, and that he could have interpreted the manufacturer's representative inspection as meeting the requirements ,
for NCR M-5203S.
The TRT then interviewed Welding Engineering and Civil / Mechanical Engineering personnel to deter;nine whether an ANI inspection was
~
required on the CT HX tubing modification. All individuals contacted stated that since no welding to the pressure boundary done, no ANI inspection was required. Welding Engineering referred to procedure CP-QAP-2.4 which governed the repair or alteration of ASME N-stamped components. This procedure urrently is voided, but was in effect d
during the modification in January / February 1983. Paragraph 6.4.1 of this procedure required the "0wner to assure that the repair procedure is acceptable to the Owner's ANI, and for review by the ANI for assignment of hold points." The TRT spoke with the ANI assigned at the time of the modifications. The ANI indicated that he was present during the modifications but did not personally inspect the burn-through weld condition on the straps. The ANI also stated that no
4 welding was performed on the pressure boundary, but he could not state that the burn-through condition on the straps had damaged the thin-wall tubing. According to the AtlI, QA, O&M, and Civil / Structural Engineering, the type of modifications made did not require a rehydro
- '"" ## # "" ###" # 'T of the unit. 9 N # F # " "' O adsnm. 7~M Mr200 FN<*M Mw M *~ M d4 M M 4e cft # S w & S ers ~ s e-r m
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S. Conclusion and Staff Positions: The TRT review of vendor drawings showed that the wclds in question (AW-60) were meant to be fillet or However, there ,
partial penetration welds, not full penetration welds.
were other defects present that were rejectable per requirements of 1
Prior to AWS D.1.1 and these defects were repaired on NCR M-80-01178.
g Accordingly, this rework engineering had accepted the welds "as is."
allegation has neither safety significance nor generic implications.
The TRT concludes that the allegation of excessive grinding of weld The surfaces (AW-84) is substantiated, but has no technical merit.
various codes, standards, and specifications that are in force at Comanche Peak Steam Electric Station neither prohibit nor require grinding of the weld surface. Accordingly, the allegation has neither safety significance nor generic implications.
The TRT could not substantiate the allegation related to weld data cards (AW-43). The weld data cards and drawings reviewed were in k.
order and the weld data cards had been signed off by quality control
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as being acceptable. The TRT concludes that this allegation has neither safety significance nor generic implications.
In visual examination of the Unit I fuel transfer tube, the TRT found The tube was fabricated no circumferential welds as alleged (AW-65).
The allegation as required by Westinghouse drawing 1209E53, Note 7.
It is the TRT's opinion that the was, therefore, not substantiated.
e alleger may actually have meant to refer to one or more of the '
modified butt welds between the penetration sleeves and the several The two such welds examined, while not expansion joint assemblies.
full penetration welds, were otherwise visually sound and.of h wh.sa c N cross-sectional area which would cause any d failure to be in ,a In either case, the TRT bellows-to-bellows end fitting weld.
concludes that this allegation has neither safety significance nor generic implications.
The TRT was able to determine that a visual inspection was performed CT#
on the welding modification of one ,HX, but not on the second CT HX,
_9 The which was the one initially of concern to the alleger (AQW-77).
QC inspector who completed the visual examination checklist on one o the HXs could not explain why there was no completed checklist on the other HX.
Concerning the lack of ANI review on both of the HX i
l 1
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- 7. WPS 11032.
- 8. WPS 88025.
- 9. WPS 88032.
- 10. Pathway Bellows, Inc., Drawing D-3-4570, Revision E.
- 11. Pathway Bellows, Inc., Drawing D-4-4570, Revision 4.
- 12. Pathway Bellows, Inc., Drawing D-5-4570, Revision E.
- 13. B&R Data Package, ME 81-2116.
- 14. G&H Specification 2323-MS-100, " Piping Erection Specification." ,
A0W-77 p poutp6deK 1964.
- 1. Interviews with the alleger on August 8,,and' August 23 7 7>
- 2. Telephone conversation with the alleger on September 20, 1984.
- 3. Results of eddy current tests on the CT HXs, dated November 4, 1982.
20-22, 1983.
- 4. Daily inspection records on the ANI for. January
- 5. ANI interface instructions No. MEI-028.
- 6. NCRs M-5102S and M-5103S, dated J'anuary 23, 1983.
- 7. Traveler packages ME83-1010-4800 and ME83-1012-4800.
- 8. B&R procedures CP-0AP-2.4, CP-CPM-6.96, QI-0AP-11.1-26, and CP-QAP-18.6. .
- 9. Joseph Oat drawings No. 5776, C-7420, and 5773. -
- 10. Telephone conversation with Joseph Oat manufacturer's representative on September 20, 1984.
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PRODUCTION RELEASE OPER. OPERATION HOLD POINTS CON SAT. INSPECTION RESULTS (SIGN AND DATE)
NO. WT QC ANI or QC or WT NDE CERT. ANI UNSAT. LEVEL 1 Cleanliness NA / 4O w- /Juif p- s. - w .;xz-2 Fitup NA / 6%[ @ 'J-35 -@ 3 3 Preheat NA / A 74 7 M # If- 77> .3 4 Fin VT NA / NY If[ Sk/146- @ l A Yh 9-Y l9 f. vU TA/M & -f- a $AY f *?- 7f l
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COMANCHE PEAK STEAM ELECTRIC STATION -
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GENERATING CO. NONCONFORMANCE REPORT (NCR) -
< M-82-01178 Sheet 1 of 3
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UNIT STRUCTURE / SYSTEM ITEM / COMPONENT TAG /lO NU BER LOCATION OR ELEVATION RIR NO.
Compts. 1,2,3,&4 Insulation TBX-RCPCSG-01,02 , St. Gen. Top 1 RB #1 Support Steel 03,04 Head /905' N/A NONCONFORMING CONDITION The following unsatisfactory conditions exist on vendor welds of the Steam Gj Generator Top Head Insulation Supports:
o 1. Arc Strikes E 2. Undercut g 3. Overlap 4.. Weld Spatter
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w E Four (4) hold tags applied.
Mirror Insulation Dwg. 590159-232C B Note "A" REFERENCE DOCUMENT-1* REV 1979 PARA Seqtion 3-REPORTED BY: DATE:
D. J. Brown n 8 f10 ,82 CE REVIEW /APPRO E O ACTION ADDRESSEE
,g gg DEPARTMENT J. T. Merritt! '::'- IV\c eMmad Engineering DISPOSITION:
REWORK XXX REPAIR USE AS IS SCRAP w Rework and repair vendor' welds to meet AWS D1.1-79 standards. Work to be documented M on Repair Process Sheet (RPS) issued by Welding Engineering.
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Attn: Mr. Bob Funk COMANCHE PEAK STEAM ILECTRIC STATION 1981-83 2300 MW INSTALLATION FUEL TRANSFER TUBE EXPANSION JOINTS MISALIGNMENT OF SLEEVES P.O. CP-0071A
Dear Mr. Funk,
Attached please find measurements taken to detennine the misalignment of the Fuel Transfer Tube Sleeves. None of the expansion joints nor the tube are in place now. The tube will be placed on design location which means the alignment e of the joints to the sleeves will be off. Please review the misalignments for acceptability. If you have any questions about the attachments, please contact Chris Dupre' at 817-897-4881, ext. 488. Very truly yours, ( ' g B.J. Murray BJM/0HW/CCD/bs cc: ARMS IL IA Paul Van Teslaar lL, lA George Tanley lL, lA H.R. Rock ll, lA p l E0iA-85-59
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