ML20248E488
| ML20248E488 | |
| Person / Time | |
|---|---|
| Site: | Callaway  |
| Issue date: | 02/05/1979 |
| From: | Eric Thomas BECHTEL GROUP, INC. |
| To: | |
| Shared Package | |
| ML20248E486 | List: |
| References | |
| 10466, 10466-C151, 10466-C151-R12, NUDOCS 8910050251 | |
| Download: ML20248E488 (159) | |
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.,echta TECHNICALSPECIFICATIONFORFURNISHING,FABRICATINGANDDBl!8(Il2ED REACTOR BUILDING LINER PLATE FOR THE STANDARDIZED NUCLEAR UNIT POWER. PLANT TEM (SNUPPS) 5/
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g THE UNDERSIGNED HEREBY DISCLAIMS ANY RESPONSIBILITY FOR ANY PLANS,5 SPECIFICATIONS. ESTIMATES. PLATS.
REPORTE. SURVEYS OR OTHER DOCUMENTS OR INSTRUMENT RELATING TO OR ikTENDED TO BE USED FOR ANY P ART OR PART5 OF THE ENGINEERING PROJECT FOR OR IN CONNECTION WITH WHICH THis DOCUMENT is TO BE USED.
EXCEPT SUCH PLANS SPECIFICATIONS. ESTIMATES. PLATS. REPORTE. SURVEYS OR OTHER DOCUMENTS OR INSTRU-MENTS AS BEAR THE SIGNATURE A,ND THE SEAL OF THE UNDERSIGNED.
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f PROFESSIONAL ENGINEER NOTICE: ALTERATION OF TH18 DOCUMENT SY ANY PERSON OTHEM THAN A LICENSED PROF ES580NAL ENGlAtEER OR A PERSON ACTING UNDER Hl3 OR HER DIRECTION IS ILLEGAL.
BECHTEL CAITHERSBURG, MARYLAND No.
Date Revisions By Ch'k Approval Added Section 5.2.5 and Revised Sections 3.3
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DATE R EvtSIONS
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DATE REVISIONS BY C K'D APP'O REVISION STATUS SPEET JOB NO.
10466 TECENICAL SPECIFICATION FOR FUENISHDIG, n
FABRCATING AND DELIVERING THE REACTOR BUILDING Specification REV.
j LTwrR FIATE FOR SNUFPS 10466-C151(Q)
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- ', y Specification No.10466-C151 1
TABLE OF CONTENTS 1.0 GENERAL' ji 2.0 SCCPE OF WORK 3.0 CODES AND STANDARDS 4.0 DRAWINGS 5.0' MATERIALS 6.0 FABRICATION 7.0 idELDING 8.0 SURFACE PREPARATION AND PRIMER PAINTING 9.0 TOLERANCES 10.0 QUALITY ASSURANCE APPENDICES s
A Deleted
's B Specific Quality Assurance Requirements for Coatings C
Forn G-321-D Engineering and Quality Verification Document Requirements b
. Specification for vacuum Leak Testing of Reactor Building Welds E
Specification for Furnishing, Fabricating, and Delivering of Non-Pressure Boundary Reactor Cavity Liner and Sleeves (Non-Q)
F Specification for Designing, Furnishing, Fabricating, and Delivering of Reactor Building Liner Stiffening at Polar 9
Crane Brackets R
Buyer's Inspection Procedures Page i Rev 9
- 9.
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t Spe:ification ca. 10466-C151
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u ATTACHMENTS 9
10466-QA1 GENERAL REQUIREMENTS FOR SELLER QUALITY ASSURANCE PROGRANS 10466-N-159 SPECIFICATION FOR THE SUPPLY AND FABRICATION 9
OF CONTAINMENT PURGE LINE PENETRATION SLEEVES TO ASME SECTION III e
9 6
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Page 11 Rev. 9
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Specification No. 10466-C151
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TECHNICAL SPECIFICATION FOR FURNISHING, FABRICATING AND DELIVERING REACTOR BUILDING LINER PLATE AND ACCESSORY STEEL 1.0 GENERAL This Specification for reactor building liner plate is intended to cover the requirements for the complete liner plate pressure boundary (base slab, reactor cavity, cylinder, dome, and penetrations) for the nuclear power plant facilities described herein.
2.0 SCOPE OF WORK 2.1 Work Included b
The work to be performed consists of furnishing all plant technical personnel, labor, supervision, materials, tools, equipment, transportation, and the completion of all operations to furnish the following:
a.
Liner plate for the base slab, cylinder wall, reactor cavity liner, and freestanding dome including. stiffeners and welding backing strips b.
Floor insert plates, structural shapes, cadweld fittings and/or threaded sleeves-attached to liner plates c.
Polar crane girder support brackets d.
Steam generator and reactor cooling pump support inserts e.
Floor beam and other support brackets as shown f.
Penetration reinforcement plates, sleeves, and anchors l3 9
Leak caase channel system n.
Post welu heat treate.ent of penetration assentlies and crane brackets 1.
Testing and examination of welds and materials requiring documentation by this Specifica tion Page 1 Rev 3
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SpecificStien No. 10466-C151 i
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Shop painting
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Welding materials for fabrication'
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Furnish purge line penetrations in 1
accordance with attachment Specification 9
l 10466-N-159 l
2.2 Work Not Included a.
Erection b.
Furnishing and design of equipment hatch, personnel access hatch, auxiliary access hatch, and sleeves c.
Responsibility for liner plate and penetration design d.
Final structural and leak rate test e.
Welaing materials for erection f.
Unloading material at jobsite g.
Turnishing glar crane girders and rails.
,h.
Caps for spare penetration sleeves.
3.0 CODES AND STANDARDS 3.1 When codes and stancards are referred to this Specification, they shall be as follows:
a.
American Institute of Steel Construction (AISC), Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings, 7th Edition, Adopted Feb. 12, 1969 with Supplements 1, 2, and 3.
b.
American ro'ciety of Mcche.nical Engineer.=
( AS!!E), Boiler and Pressure Vessel Code, 1974 (herein called the AS?'E Code).
Code cases 1632, 1571, 1568, 1567, 1713 c.
Deleted 3.2 Abbreviations used in the specification shall have the fcllowing meanings:
AISI American Iron and Steel Institute ANSI,
American National Standards Institute ASNT American Sociey for Nondestructive Testing ASTM American Society of Tcsting and T.atcrials SSPC Steel Structures Painting Counci]
AWS American Welding Society Page 2 Rev 9
Specification No. 10466-C151 3.3 Codes and standards referenced herein are listed below together with their common abbreviation as used in this Specification.
The current edition of 1
the codes and standards in effect at date of issuance of contract for the work specified herein shall be used, unless specified otherwise.
Standards or codes, including the year of adoption or revision, appearing in referenced documents other than those describing test procedures, calibration methods, or methods of sampling, shall not be considered as part of this Specification unless specifically referenced below:
AISC See Paragraph 3.#1 ASME See Paragraph 3.1 s 3.4 ANSI N45.2.2-1972 Packaging, Shipping, Receiving, Storage, and Handling of Items for Nuclear Power Plants (during the construction phase)
ANSI N101.2-1972 Protective Coatings (Paints) for Light Water Nuclear Reactor Containment Facilities ANSI N101.4-1972 Quality Assurance for Protective Coatings Applied to Nuclear Facilities ANSI N45.2.6-1973 Qualification of Inspection, Examination, and Testing Personnel for the Construction Phase of Nuclear Power Plants ASNT SNT-TC-1A-1975 Recommended Practice for Nondestructive Testine Personnel Qualification and Certification SSPC SP-1-63 Solvent Cleaning SSPC SP-10-63 Near White Blast Cleaning SSPC PA-1-64 Shop, Field, and Maintenance Painting AWS D1.1-75 Structural Welding Code ASTM A 36-70a Standard Specification for Struc-thru 77a tural Steel ASTM A 516-73 Standard Specification for Pressure 12 thru 77 Vessel Plates, Carbon Steel, for Moderate-and Lower-Temperature
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Service ASTM A 307-68 Standard Specification for Carbon thru 76b Steel Externally and Internally 12 Threaded Standard Fasteners ASTM A 53-73 Standard Specification for Welded and Seamless Steel Pipe ASTM A 106-72a Standard Specification for
-74, -75a Seamless Carbon Steel Pipe for High-Temperature Service ASTM A 105-71,-73 Standard Specification for Forgings, Carbon Steel, for Piping Components ASTM A 234-73 Standard Specification for Pipe thru 77a Fittings of Wrought Carbon Steel l12 and Alloy Steel for Moderate and Elevated Temperatures Page 3 Rev. 12
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Specification No. 10466-C151
's ASTM A 325-71a,-74:
Standard Specification for E
s
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High Strength Bolts for Struc-tural: Steel Joints,. Including Suitable Nuts and' Plain Bardened Washers
-ASTM A 108-73 Standard Specification for Steel Bars, Carbon,. Cold-Finished, Standard Quality-
-ASTM A519-73,-74
' Standard Specification for Carbon and Alloy Steel Me::hanical Tubing i
ASTM A 181-68 Standard Specification-for Forged or. Rolled. Steel Pipe Flanges, Forged Fittings,.and Valves and Parts for,
General Service ASTM A 530-73,-74a, Standard Specification for General
-75' Requirements for Specialized Carbon and Alloy Steel Pipe ASTM A 29-73,-74, Standard Specification-for Steel
-75 Bar, Carbon and Alloy, Bot Rolled and Cold Finished, General Requirements.for ASTM A 563-72,-74, Standard Specification for Carbon
-75
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Steel Nuts ASTM A 20-72 Standard Specification for General 12 thru 77 Requirements for Steel Plates for-Pressure Vessels ASTM A 333-72a,-73, Standard Specification for
-74 Seamless and Welded Steel Pipe for Low Temperature Service ASTM A 283-70a,-74, Standard Specification for Low
-75 and Intermediate Tensile Strength Carbon' Steel Plates of Structural Quality ASTM A 285-72 Standard Specification for Pres-r12 thru 77 sure vessel Plates, Carbon Steel, l
Low-and Intermediate-Tensile Strength ASTM A 155-72a, Standard Specification for
-74 Electric-Fusion-Welded Steel Pipe for'High Pressure Service ASTM E 94-68 Recommended Practice for Radio-graphie Testing AWS AS.1-69 Specification for Mild Steel Covered Arc-Welding Electrodes 3.4 The year designations given for ASTM material noecifica-tions in Paragraph 3.3 are given as a reference base.
Equivalent ASME materials may be used.
Materials con-forming to the same ASTM specifications of other year designations may be used provided that the chemical and mechanical property requirements and other technical I
requirements of the reference year are met.
In the event material other than that of the reference base is proposed, the Seller shall provide for Buyer approval a comparison between requirements of the reference standard and the standird proposed for use.
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Specification No. 10466-C151 4.0 DRAWINGS 4.1
- Owner Furnished Design Drawings The design drawings' covering each portion of the work lP in this Specification are furnished by the owner in Exhibit E as a part of this Specification.
Titles of the detail drawings and erection diagrams
'shall correspond with those of the Owner's design drawings.
4.2 Contractor Furnished Drawings The Contractor shall furnish the following detail drawings and erection diagrams to the owners a.
Erection diagrams showing clearly the marking and position of each. item.
b.
Detail drawings showing clearly details of all items and their connections.
5.O MATERIALS 5.1 Material Requirements Materials shall conform to the requirements of the standard specifications listed below, except that equivalent ASTM materials may be substituted for the ASME SA materials specified.
5.1.1 Liner Plate All plate used in liner plate construction shall be ASME SA 285 Grade A.
All plates and pieces cut from plates used in the liner shall have traceability to the heat.
5.1.2 Thickened Liner Plate a.
All thickened plate in the base slab liner and at all penetration and inserts shall be ASt2 SA 516 Grade 70.
b.
Deleted Page 5 Rev 9
Specific 3tien No. 10466-C151 4
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5.1.3 Penetration
Reinforcing Plate and Sleeves p
a.
Steel plate conforming to ASME SA 516, Grace 70,.except that impact testing shall be performed and shall meet the requirements of Paragraph NE-2300 of Section III Nuclear Power Plant Components of the ASME Code.
b.
Seamless pipe conforming to ASME SA 333, Grade 6, except that impact testing shall be performed and shall meet the requirements of Paragraph NE-2300 of*Section III of the ASME Code.
c.
Welded pipe conforming to ASME SA 155' KCr 70 (Class 1) or pipe in accordance with ASME Code Class MC Vessels, except that impact testing shall be performed and shall meet the requirements of Paragraph NE-2300 of Section III of the ASME Code for both plate and welds.
d.
Bolting materials shall be selected by the Contractor to meet the impact requirements of Paragraph NE-2300 of Section III of the ASME Code and as
- acceptablo to the Buyer.
e.
Cable grounding rods conforming to ASME SA 105 except that impact testing shall be performed and shall meet the require-ments of Paragraph NE-2300 of Section III of the ASME Code.
4 f.
The lowest service metal temperature for-all impact testing for use in all pene-trations and openings shall be 30 F.
5.1.4 miscellaneous naterials a.
- achine Bolts A307 h.
Structural Shapes and Plates A/SA 36, A/SA 516 Gr 70 c.
Tcst Piping, Fittings, Plates, ard Snares A53, A/SA 106 Gr L, A/SA 105, A/SA 181, It/SA 234 WPB, SA 285, I
I A/SA 516 Gr 70, A/SA 36,,A/SA 28316 f
d.
High Strength Bolts A325 i
e.
"elding natcrials AS::E SFA f.
Held Studs A108 Gr 1010, 1015, 1016, 1017,
)
1010,,1020 i
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Specification'lio. 104G6-C151 i
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Cadwell S1c. eves A519 Cr 1026,
..I 1013 h.
Pipe I.nchor I'.aterial A10s Gr D 1.
I! eld Daching Strips SA 265 Gr A, A/SA 510 G: 7 0,-
A/SA 3G.
5.1.5 Ultrasonic E= amination The materials specified above, where indicated on the design drawings, shall bc 100 pt.rcent ultrasonically examined in accordance with AS:T SA 570.
Scanning shall be per percgrapa 4.6.1 of SA 573.
1.cce.ptance s;in11 he Lt.va. II per paragraph 7.1 of SA 570.
The Centractor's ultrasonic cramination proceduru s all bc submitted to the Owncr's Agent and approved prior to use.
Ultrasonic examination-verification reports shall be furnished by the Contractor to the 4
Owner's Agent.
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Specification No. 1046'6-C151 I.
5.2
' Documentation-Requirements O'
'5.2.1 The Contractor shall furnish the owner. with' certified copies of-all material test reports describing the. ciulmical. anu mechanical. properties, including in. pact tests where applicable, of the. steel-useu'in the leaktight membrane, all stiffening.
steel, and in any member which penetrates.
the membrane,' including all. support brackets.
Tests shall be as described in the referenced standard specifications, except as otherwise shown in this specification.
Material Certificates of.Com-gliance shall be furnished as specified in Appendix C, Form G-321-D.'
5.2.2-Certified material test reports shall be furnished-for all welding materials.. Fluxes may be furnished with Material Certificates of Compliance.
5.2.3 A susanary of the documentation requirements is given in Section 10.0.
5.2.4 Unloading of material for delivery.to others will not be authorized until the necessary documentation is complete to the satisfaction of the Owner's agent.
Any additional transpor-tation expenses will be charged to the Con -
tractor's account.
5.2.5 Items designated as Non-Q on the design drawings shall be furnished with Material 11 Certificates of Compliance.
6.0 FABRICATION 6.1 General 6.1.1 Material improperly detaihd, o wrongly or inaccurately fabricated, T then its erection in the field r< tessitates extra work, shall be the restcasibility of the-Contractor who shall pay the entire cost of correction of shop errors and the replacement of wrongly or inaccurately l
fabricated members.
l 6.1.2 All members shall be identified by piece marks which shall correspond with the piece marks shown on the erection drawings.
6.1.3 No holes shall be made in the liner plate for erection purposes.
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6.1. 4 -
Provision shall be made~when the liner plate is fabricated to provide sufficient material to erect the liner shell.
All penetration assemblies and embedded structural steel will be fis1d welded by others into the liner plate as shown on the design drawings.
6.1.5 Normal jacking or forcing prior to welding of-seams must be limited to that which will' not cause excessive stresses to develop in the completed weld.
Abnormal jacking or forcing is subject to approval by-the owner's agent.
6.2 Liner Plate Exclusive of Penetration Assemblies.
Except as stated herein or shown on the design drawings, the fabrication of the liner plate, floor insert plate,~ crane girder support brackets, steam generator, reactor cooling pump support, and inserts and floor support brackets shall conform to the applicable requirements of subsections UW-26 through 1n-42 of Section VIII of the ASME code.
Authorized inepection and stamping is not required.
6.3 Penetration Assemblies 6.3.1 The fabrication, examination, inspection and testing of all access openings, all shell penetrations, any permanent covers thereof and reinforcement around such openings shall comply with Subsection NE of Section III of the ASME Code except that authorized inspection and 9
stamping is not required.
6.3.2 Each penetration assembly shall be post weld heat treated as a unit or subassembly.
The penetration assemblies shall be properly supported during heat treatment,to prevent warping and dimensional change.
6.3.3 Where penetration assembly materials require Charpy V-notch testing, so also shall the welding materials used for such items.
Such testing shall be performed in accordance with Paragraph NE-2400 of ASME Section III.
Impact test reports shall be furnished by the Contractor to the Owner's Agent.
6.4 Post Weld Heat T Satment All post weld heat treatment procedures shall be submitted to the Owner's agent and approved prior to use.
Records of post weld heat treatment shall be furnished by the Contractor to the Owner's Agent.
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p Specification No. 10466-C151 N
6.5 Packing and Shipping L'
l 6.5.1 All materials covered by this Specification shall be I
with ANSI.N45.2.2.
Welding materials shall be l4 packed, shipped, received, and stored in accordance l
classified Level-B.
All other material shall be
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' Level D.
This shall include the requirements of ANSI N45.2.6, Qualification of. Inspection, Examination and Testing Personnel for the Construction Phase of Nuclear Power plants, as
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invoked by ANSI N45.2.2.
I 6.5.2 The Contractor's packing and shipping procedures shall be submitted to the Owner's agent and approved -
prior to use. The approved procedure shall be implemented.
.l 7.0 WF.LDING 7.1 General 7.1.1 All welding shall be perforned by one of the
- following processes:
.{
a.
Shielded metal-are process I
b.
Gas metal-arc process Flux cored-are process using shielding gas c.
d.
Submerged are process e.
Gas tungsten are process f.
Other processes may be used after specific approval by the owner's agent.
I 7.1.2 The maximum electrode size for shielded metal-arc lc welding shall be 5/32" diameter, and the maximum wire size for gas metal-are welding shall be 0.035" diameter for 1/4-inch plate thickness unless otherwise approved by the owner's agent.
l 7.1.3 A minimum of two individual weld layers shall be made for welds in liner plate which must maintain leaktightness integrity.
If welding is performed from both sides of the plate, there shall be at least two layers deposited from one of the sides except for automatic submerged-are welding where one i
pass from each side is acceptable.
7.1.4 Root spacing of butt joints made with backing strip shall be 1/8" minimum.
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w, Specification No. 10466-C151 Gq 7.1'.5 -
ne following provisions shall apply to all gas metal-arc welding:
a.
The direction of. welding for vertical welds shall be upward.
b.
Prior to welding, all weld groove surfaces shall be cleaned, free of rust, paint, or other foreign materials.
During welding, the thin vitreous slag shall be removed front each weld bead before depositing the next bead.
c.
The ends-of tack welds shall be ground to a feather edge to permit complete fusion of the root bead into the backing strip and the sides of the weld groove.
d.
The starting and of each weld bead and each 1ayer shall be ground as necessary to remove any high-crown and cold-start areas.
This is to eliminate cold laps and lack of fusion between subsequent beads and layers.
Weld irregularities and narrow crevices between weld heads, the weld, and the edges of the weld groove shall be ground as necessary to permit proper fusion of subsequent weld beads and layers.
e.
Starts and stops of weld beads shall be overlapped at least one inch.
f.
Es::h bead of welding shall be carefully examined for crater cracks.
If present, these cracks shall be removed by grinding before depositing subsequent weld beads.
7.1.6 Ttra following provisions shall apply to shielded aretal are welding n.
For liner plate thicknesses up to and h
including 3/8 inch, low hydrogen or cellulose coated electrodes may be used.
b.
For liner plate over 3/8 inch in thicknesses and all welds in penetrations, low hydrogen electrodes only shall be used.
7.2 Workmanship Workmanship and visual quality of all welds shall conform to the following requirements:
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. Specification No. 10466-C151 0
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a.
Each weld shall be uniform in width and size.
i throughout its full length.
Each layer of _. welding -
shall be smooth, free of cracks, pinholes,land shall._
be completely fused to the adjacent weld beads, and -
base metal.
In addition, the cover pass-shall be free of coarse ripples, irregular surface, nonuniform bead pattern, high crown, deep ridges or-valleys between heads and undercut in excess of 1/32--
inch.
Peening of welds will not be permitted,.
except for light penning for cleaning purposes.
c b.
Butt welds shall be of unitipass construction, slightly convex of uniform height, and have' full penetration.
c.
Fillet welds shall be of the specified sise with full throat and legs of uniform length.
d.
Butt welds in liner plate made entirely _ from one side of the joint shall be welded against a backing strip.
e.-
Butt welds in liner plate without backing strips shall be welded from both sides of the joint and shall be back-gouged to sound metal by arc-air,
' chipping, or grinding before welding from the
, opposite side, except that back-gouging is not required for double-sided submerged are ' welding.
f.
All tacking for butt welded joints shall be done by qualified welders with the electrode specified in the. approved welding procedure.
7.3 Welding Material Control Welding materials shall be properly stored in such a manner as to ensure that no damage to the coating, or that corrosion of weld rod will not occur.
Iow hydrogen type electrodes shall be stored in enclosures which provide a regulated temperature ' as prescribed by the electrode manufacturer.
Welding material control procedures shall be submitted to the owner's agent and approved prior to use.
7.4 1felding Procedures 7.4.1 The qualification of welders, welding machine operators and welding procedures shall be in accordance with Section IX of the ASME Code.
The contractor's welding procedures (including procedure qualification test records) for all liner plate and penetration welds shall be submitted to the owner's agent for approval.
Production welding shall not be performed prior to the owner's agent's approval of welding procedures and qualification records.
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Specification No. 10466-C151'
.7.4.2 Crane support crackets, floor support brackets,-etc., shall conform to the requirements of the AISC Specification for Design, Fabrication and Erection of Structural Steel for Buildings, or the requirements of the ASME Code and the design drawings.
7.4.3 Shop connections shall be made by welding unless otherwise shown and shall be of the type described on the design drawings.
Welds connecting stiffening steel to steel plate shall be made by qualified welders in accordance with the appropriate portions of Section III of the ASME Code.
7.4.4 Handling and erection lugs for use during fabrication, transportation and erection that are to be attached to the liner plate shall be attached by properly qualified welders using Section IX of the ASME Coce qualified welding procedures.
7.4.5 Deleted 7.5 Weld Tv=mination 7.5.1 Nondestructive Examination of Liner Seam Welds a.
Radiography For each welder and welcing position (flat, vertical, horizontal,. and overheaa) the first ten feet of weld shall be examined radiographically in accordance with the requirements of Article 3 of Section V of the AS:I Coce.
Thereafter, a minimum of two percent of the welding shall be radiographically examined for each welder and welding position taking one spot (not less than twelve inches in len,gth) in eacn fifty-foot increment of veld or fraction thereof.
The location of caen spot shall be as spec-i ified by the owner's J. gent, or shall be randomly selected provided no two Page'12 Rev 4
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Specification No. 10466-C151 I
?Q spots in adjacent' weld tests units are closer than ten feet.
The location of all spots shall be recorded.
Under conditions where two or more welders make. weld layers in a joint or on two sides of a double-welded butt joint, one spot===m4 nation may represent the work for both welders.
The radiographic weld evamin.ation procedure shall be submitted to the Owner's agent and approved prior to use.
b.
Magnetic Particle or Liquid Penetrant Where radiographic av==4 nation of liner seam welds is not feasible, the full length of the liner seam weld shall be examined by either magnetic particle or liquid-penetrant method.
Magnetic particle examination shall be in accordance with Article 7 of Section V of the AS!Z Code.
Liquid-penetrant examination of the liner plate welds shall be in accordance with Article 6 of Section V of the ASME Code.
The magnetic particle and liquid-penetrant examination procedures shall be submitted to the Owner's agent and approved prior to use.
c.
Soap Bubble All welds that must maintain leaktightness shall be visually examined and vacuum-box tested.
Welds which cannot be vacuum-box tested because of configuration or space limitations shall be liquid penetrant or magnetic particle examined using the procedures of Section 7.5.1.b.
Vacuum-box testing snall be in accordance with the requirements of
. Appendix D, Specification for Vacuum Leak Testing for Reactor Building Welds.
The vacuum-box test procedure shall be submitted to the Owner's agent and 12 approved prior to use.
Page 13 Rev.11.,
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Redundant Unid Examination Welds receiving magnetic particle or i liquid-penetrant examination under "b" 5' above do not require reexamination l
under."c" above,.by the.same method.
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Specification No. 10466-C151 7.5.2 Nondestructive Enmination of Penetration and Liner Insert Welds
.q a.
~All welds in penetrations which are not backed by concrete shall be fully examined in accordance with Article NE 5200,Section III, Division 1 of the ASIE Code.
l b.
All welds between reinforcing plate and liner, and liner insert and liner shall be 100- percent enmined by J
radiography or by magnetic particle
{
examination, except that if magnetic particle examination is used a minimum of two percent of the welds shall be radiographically examined.
All welds between penetration and reinforcing plate shall be examined by the magnetic particle method.
These tests shall be performed using the procedures submitted for Section 7.5.1.
7.'5.3 Qualification of Nondestructive Examination Personnel Personnel performing nondestructive examination on all liner welds shall be qualified in accordance with SNT-TC-1A for the technique and methods used.
For nondestructive examinations not covered l11 by SNT-TC-1A documents personnel shall be l11 qualified by the Seller to comparable I
levels of competency by subjection to comparable examinations on the particular.
method involved. The practical portion of the qualification shall be performed using the manufacturer's procedures on items representative of the manufacturer's products.
All' qualifications not covered by SNT-TC-1A 11 shall conform with the requirements of ANSI N45.2.6 Qualification of Inspection, Exami-nation, and Testing Personnel for the Con-struction Phase of Nuclear Power Plants.
Page 14 Rev 11
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7.5.4 Time of Wald Examination j
All weld examinations shall be performed as
.1 soca as practicable after the lineal increment of weld to be examined is completed.
7.5.5 Acceptance Standards o
The Duner's agent shall have the final determination on the acceptability of welds.
a.
Containment Lt.ner Seam Welds Examined By Radiography Where a spot in the seam' weld is judged acceptable in accordance with Article NE-5300,Section III, Division 1 of the ASME Code,.the entire weld test unit represented by this spot radiograph is considered acceptable.
b.
Containment Liner Seam Welds Examined By Magnetic Particle or Liquid Penetrant Seam welds examined by magnetic particle or liquid penetrant methods are considered acceptable proviced the results meet the acceptance standards of Paragraph NE-5342 or NE-5352 of Section III, Division 1 of the ASFI
- code, c.
Soap Bubble Leak Tests of Containment Liner Welds l
l Liner welds are considered acceptable provided no leakage is detected by soap bubble tests.
d.
Penetration and Liner Insert Welds Penetration and liner insert welds are considered acceptable provided the examinations meet the acceptance standards referenced in Article NE-5320,Section III of the ASFI Code.
l l
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,._.,4 Specification No. 10466-C151
- 7. 5. 6 -
Repair and Reexamination a.
Containment Liner. Seam Welds Examined by Radiography Where a radiograph discloses welding which does not comply with the acceptance standards above, two additional spots 12 inches in length shall be avaminad in the weld seam at locations away from original spot.
The locations of these additional spots shall be determined by the inspector as provided for the original s; '
spot aw=4 nation, but they shall be at least one foot (on each side) from the original spot.
If the two additional spots examined show welding which meets the acceptance standards above, the entire weld represented by the.three radiographs is acceptable, except that the defective welding disclosed by the first three radiographs shall be removed and repaired using an approved qualified procedure at the Contractor's expense.
If either of the two additional spots examined show welding which does not meet the above acceptance stancarcs, the entire portion of the scam represented shall be rejected,~ or at the contractor's option and expense the entire weld represented shall be completely radiographer, and defective welding corrected to meet the requirements of this Specification.
The rowelded joints or weld-repaired areas shall be completely reradiographed and shall meet the weld acceptance standards as cited above, b.
Containment Liner Seam Welds Examinec By Magnetic Particle or Liquid Penetrant When a weld which has been examined does not comply with the acceptance standards, the weld shall be repaired Page 16
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w Specification No. 10466-C151 hi and reexamined in accordance with Section 7.5.1.b.
c.
Soap Bubble Test of Containment Liner Welds Welds judged unacceptable because leakage is detected by the soap bubble test shall be repaired.
The weld shall then be reexamined.
d.-
Penetration and Liner Insert Welds Weld judged unacceptable shall be repaired and reexamined.
7.5.7 Records The techniques for identification of radiographic examinations of welds shall be in accordance with Paragraph UW-51 of Section VIII of the ASIIE Code using film in accordance with AST 4 E-94, Type 1 or 2.
All radiographic film shall be submitted to the Owner's agent for review, interpretation, -
and record.
Fluorescent screens shall not be used.
Records of radiographs and all other nondestructive examinations including those for repaired defective welds, shall be retained and transferred to the Owner's agent at delivery, as required by Section 10.0.
8.0 SURFACE PREPARATION AND PRII'.ER PAINTING 8.1 Areas to be included in surface preparation are a.
Inside surface of all vertical plates and sump bottom plates 6
b.
Penetration assemblies, including the exposed surfaces of thickened reinforcing plates and outsides of nozzles wnich are inside the containment c.
Surfaces of all brackets, angles, flat Lars, etc., which are attached to the liner plate within the containn.ent Page 17 Rev 6
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Areas which will not be included for surface
~
i g preparation are:
[
'q[a..
Outside surface of liner plate, including j
r embedded floor plate l
b.
All angles, channels, tees, and flat bars f
which are attached to the outside face of i
the liner plate c.
Portions of brackets which are to be embedded in concrete I
d.
Interior surfaces of penetration nozzles and mating surfaces of nonmachined flanges i
All items that attach to the inside edge of s.
the penetration assembly nozzles f.
Interior surface of dome liner plate.
8.3
' Surface Preparation 8.3.1 Prior to cleaning, all weld spatter and flux on the interior face of the liner plate shall be removed.
The use of chipping tools which cause burrs, cuts, and other excessive roughness is prohibiteu.
Nozzle openings, attached items, angles, pads, l9 etc., shall have all undercutting filled.
S.3.2 Carbon steel surfaces which will be primed shall be cleaned, edge-to-edge, in strict accordance with SSPC Specification SP-1, Solvent Cleaning.
The Contractor's procedure shall be submitted to the owner's agent and approved prior to use.
8.3.3 After solvent cleaning, the surface shall be blasted in accordance with SSPC SP-10, Near White Blast Cleaning.
The Contractor's blasting procedure shall be submitted to the Owner's agent and approved prior to use.
8.3.4 Three carbon steel panels measuring approximately 6" x 6" x 1/4", which have been cleaned and sandblasted to the speci-fied surface preparation and profile shall be submitted by the Contractor from each fabrication shop.
Each panel shall be encased to preserve the prepared surface.
When approved by the owner's Agent, the I
pansls shall be standard references for surface preparation.
Page 18 Rev 9 O
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' Specification No. 10466-C151 3
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'No surface shall be blast cleaned unless it M
is to ha primed within 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br />.after blast cleaning begins.
'If. rust bloom or other
^
contamination appears on a blast cleaned i
surface, reblasting shall be done to achieve 1
the specified degree of cleanliness.
Blasting of any kind shall be performed only after all nearby coats of primer have cured to hardness'and abrasion resistance rec - ad-A. by the primer manufacturer.-
8.3.6 only. clean'and dry abrasives approved by the owner $s agent anall be used.
Recycling of
~
sand shall not be permitted.
Procedures for recycling of sand shall not be permitted.
Procedures for recycling of grit or shot shall be subject to the owner's agent's approval.
8.3.7 The anchor profile of blast-cleaned surfaces
- shall be verified with a Keane-Tator. Surface Profile Comparator.
For sandblasting, the surface shall-have a profile of 2S70 to 3S70.
For centrifugal shot blasting, the surface 7
shall have a profile of 2.5SH76.
For grit blasting, the surface shall have a profile between,2G/S76 and 4.5G/S76.
8.3.8 All compressed air for blasting, cleaning, and spraying shall be free of oil, moisture, and water.
Compressors shall not be operated over 240 F.
Effective separators, traps, and filters shall be installed.
Filters shall be at least 50 feet from the aftercooler and shall be frequently inspected and continuously bled.
The condition of the air shall be checked at
-j least once each shift by blowing air onto clean white blotting paper, cloth, or gauze for at least 2 minutes.* If oil or water is
~
observed, additional aftercoolers and/or traps shall be installed.
i 3.3.9 Surfaces shall not be cleaned or blasted if any one of the following conditions prevails:
a.
Moisture is present on the surface.
b.
The relative humidity is over 80 percent.
Page 19 Rev-7 h
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Specification'No. 10466-C151
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The ambient'or metal surface
{
^ g%y temperature'is less than 5-7 above the
}
dew point.
-j
.i d.
The abrasive has become wet or damp'.
't e.-
Freshly painted _ surfaces can be contaminated by blast cleaning.
'f.-
The surfaces cannot be kept clean and' dry prior to coating.
i g.
Poor illumination due to inadequacy of-daylight or artificial lighting.
8.3.10 Blast cleaned surfaces'shall not be touched-with bare hands, socks, oily, or dirty shoes,.or be otherwise soiled.
From the-time blast cleaning comm:ences until the prime paint has fully cured, all personnel handling the steel liner plate shall wear clean cloth gloves and cloth shoes.
Ko acid washes.or other cleaning solutions shall be useu on metal surfaces after they have-been i
blast cleaneu.
This includes inhibitive washes intended to prevent rustins.
5.3.11 All abrasives and dust residues shall be-completely removed by vacuum cleaning and/or l4 blowing with air free of water and oil.
S.3.12 All surface preparation work shall be subject to inspection b,- the owner's agent at any time to ensure s'rict compliance with this specification.
d.4 Ilaterials 8.4.1 The primer paint shall be an inorganic zinc primer selected by the Owner's agent.
The following is a list of acceptable paints.
Carbo Zine 11 Carboline company, Sc. Louis, Missouri Dimetcote 6 Amaron Corporation',
Brea, California Mobilzinc 7 Mobil Chemical Corporation, Edison, New Jersey 8.4.2 The final selection of the primer paint will be made by the Owner's agent based on a g
review of all-technical information available.
(
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Specification No.10466-C151
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8.4.3 The Contractor shall maintain all documentation required by Appendix B, Specific Quality Assurance Requirements for coatings.
This documentation shall be submitted to the Owner's agent as required in Section 10.0.
8.4.4 All primer paint shall be delivered in i
original, sealed containers bearing labels with batch and production numbers, dates of manufacture, expiration of shelf life, and complete directions for use.
8.4.5-rach individual shipment of primer paint shall be accompanied by the followings a.
A certificate of conformance that the material is in accordance with the requirements of Appendix B, Section B1.1.
b.
Deleted l
l 8
c.
A certified quality control sheet listing batch tested items in accor-dance with the requirements of Appendix B, Section B2.2.
This certification shall verify that the batch tested is identical (within quality control limits) to the material tested as a basis for product approval in Section 8.4.5(a) above.
Page 21 Rev 4
j Specification No. 10466-C151 B.5 Application of. Primer Paint I
U.S.1 All work under this article shall be performed in strict accordance with this Specification, SSPC Specification PA-1 l5 Shop, Field, and Maintenance Painting, and 1
the paint and spray equipment manufacturers' l
written recommendations.
Any conflict i
between these documents shall be reported in writing promptly to tae Owner's agent for his decision.
The painting procedure shall be submitted to the Owner's agent and approved prior to use.
8.5.2 Witnin 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> after blast cleaning has started and before visible rust bloom can form, the surfaces shall be primed.
Blast cleaned surfaces which show rust or rust bloom shall be reblasted before priming.
If reblasting becomes necessary, it shall be done only when the last coat which was applied has cured for the recommended curing time and to acceptable hardness.
8.5.3 Primer shall be mixed by mechanical agitators to disperse.any settled solids in the shipping container.
Pressure pots shall be equipped with mechanical agitators which constantly mix the paint in the pot.
8.5.4 Prin.2r may be thinned, but only with the thinner and in the proportions recommended by the primer manufacturer.
8.5.5 Primer shall be prepared immediately prior to application.
Under no circumstances shall such paint be used after expiration of the pot life as specified by the manufacturer for the prevailing ambient temperature.
Primer applied before welding shall terminate two inches from the edge.or line, receiving the weld.
such surfaces shall be cleaned and touched up to the same degree as adjacent surfaces after welding is complete.
All welds which will be primed shall receive an extra brush coat of thinned primer prior to the full coat of primer specified.
E.dges and hidden arean shall be painted before making a complete pass.
Overlaps shall be adequate to produce continuity and the required film thickness.
Paint shall be worked well into all corners, joints, crevices, and other depressions and Page 22 Rev,5
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, N irregularities...There shall be no excessive sags,
^
runs, or overspray which may be detrimental to the coating system.
Under no:
circumstances.shall paintou surfaces be exposed to rain,. snow, ice, or cold until fully cured.
Conditions in compliance with the requirements of-Section 8.5.6 shall Le:
maintained until the primer.is fully cured-
'in.accordance with the primer manufacturers instructions..
8.5.6 Surfaces shall not b, primed if any. of the following conditions prevcils a..
Any moisture is present on tne surface b.
The temperature (substrate). falls below 40 F or rises above 110 F. If
~
the surface temperature exceeds 85 F, the paint manufacturer's thinning and 10 application instructions shall be followed.
The temperature falls to within 5 F~of c.
dew point s-d.
The relative humidity is above 25-percent y:
e.
Surface examination and testing is not complete f.
Dust, dirt, or other material.tas recentaminated the surface, or if dust can contaminate the freshly priked surface g.
Deleted v
h.
The certification accompanying the shipment of prir.cr paint, an uescriLc:.
in Section 3.4.5 is not irneuiately available for L.spection.'
8.5.7 All carbon steel surfaces specified to Le painted shall be given one coat of the owner's agent approved primer paint to a dry film thickness of not less than 2.0 mils Cl*.-
and, not more than 4.0 mils LTT.
u.5.a nacnined carbon steel surfaces, if any, shall be treated with Owner's agent approvou preservative, which shall be rerovabic without the use of harmful selvents.
The Contractor shall suLmit to the Owner's agent its recommended methou of removal which shall be approved prior to use.
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Specification No. 10466-C151 g.
S.6 Inspection 8.6.1 All surface preparation and application of primer shall be subject to continuous inspection by the owner's agent.
Any work failing to meet specified-standards shall be remedied at the expense of the Contractor.
8.6.2 Dry film thickness of primer shall be verified by nondestructive magnetic-type thickness gauges.
8.6.3 Priming shall be inspected over 100 percent of the surface for runs, sags, mud cracking, overspray, insufficient coverage, and other defects which are conducive to coating failure.
S.6.4 Testing equipment and SSPC publications shall be furnished by the Contractor.
Tests will be made and recorded by the Contractor.
9.O TOLERANCES 9.1 All fabrication and erection shall conform to the tolerances given in Section 9.3.
9.2 The tolerances in Section 9.3 shall be shown on the Contractor's detail and erection drawings.
9.3 The following tolerances are. not additive and shall be considered independently.
s 9.3.1 overall Tolerances 9.3.1.1 Unless noted otherwise herein, the dimensions of all plates and other. items shown on the drawings shall be within 11/8 inch of the design dimensions.
Tolerances for dimensions of assemblies and/or items that are specifically identified in an g
approved procedure may be used in lieu of the requirements of this paragraph.
~_
9.3.1.2 Plates to be joined by butt welding shall be matched and re-tained in position during the welding.
Misalignment in com-pleted joints shall not exceed the following:
Page 24 Rev 8
Specification No. 10466-C151
'tAXIMUM ALLONADLE OITSCT IN FINAL WELDED JOINTS Section Thickness Direction of Joints in Circumferential Shells (in.)
Longitudinal Circunferential-l tip to 1/2 incl.
1/4 t 1/4 t Over 1/2 to 3/4 incl.
1/8 in.
1/4 t over 3/4 to 1-1/2 incl.
1/8 in.
3/16 in.
Over 1-1/2 to 2 incl.
1/8 in.
1/8 t
" t" is the nominal thickness of the thinner section at the joint.
9.3.1.3 The radial location at any point on the liner plato shall not vary from the design radius by more than 13 inches.
Measurements shall be made at 30 degree snacings for each 10 feet of rise.
9.3.1.4 The deviation from the true vertical for any 10-foot plate shall not vary by more then 3/4 inch.
Plates of other depths shall be checked for linearly varying tolerances.
The overall out-of-plumbness of the shell shall not exceed 3 in ches.
9.3.1.5 Using a spider at the springline for circular adjustment, the following tolerances shall apply.
At the elevation of the spider, the measured perimeter shall not vary by more than 16-1/4 inches from the design circumference.
The Contractor shall exercise his best effort when erecting the liner plate to obtain a measurement of the radius at points of attachment of the spider legs within t1/2 inch of the quotient obtained by dividing the measured perimeter by 6.28318.
9.3.1.6 The elevation of the spring 11ne shall be within plus 4 inches of the design elevation.
The elevations of any two points on Page 25 Rev 4
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I, Specification N3. 10466-C151 o
the springline shall not dif fer l
by more than 1/2 inch.
9.3.1.7 The radius of the hemispherical dome for all elevations between the as-built springline and 15 feet above it shall be within 13 inches of the design radius.
I 9.3.1.8 The radius of the hemispherical dome for all points above_a plane parallel to, and 15 feet higher than, the plane of the as-built springline shall not exceed the design radius plus 8 inches or be less than the design radius minus 12 inches.
9.3.1.9 The liner plate stiffeners shall be placed so that the relative locations with respect to each other are within 11/2 inch of the dimensions shown.
9.3.1.10 The radial location of any point on the reactor cavity liner plate shall not vary from the desian radius by more than +1 inch.
The tolerances and dimensional control procedure for the fabrication and 5
assembly of the reactor cavity liner plate shall be submitted to the Owner's Agent'and approved prior to use.
9.3.2 Templates 9.3.2.1 A 15-inch-long template curved to the required radius shall not show deviations of more than 1/8 inch inward or 3/8 inch outward when placed against the completed surface of the shell within a single plate section and not closer than 12 inches to a weld seam.
9.3.2.2 A 30-inch-long template, curved l
to the required radius, shall not show deviations of more than 1/4 inch when placed against the completed surface of the shell within a single plate section.
Page 26 Rev 5
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Specification No. 10466-C-151 o
.h 9.3.2.'s.
A-15-foot-long template curved to the required radius shall not show deviations of more than 1 inch when placed against the conpleted surface of the shell' within a single plate section and not closer
-than 12 inches at any point to a welded. seam.
When the
!1, Pago 26a Rev 5
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Specification No. 104'66-C151
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' template is placedacross'one or more welded seams, the deviation shall not~ exceed 1-
'1/2 inches.
The effect.of change in plate thickness or of weld reinforcement shall be disregarded when determining deviations.
9.3.2.4 A 10-foot straightedge held vertically. shall not show deviations greater than 13/4 inch in the horizontal direction between seam welds.
9.3.2.5 Local bends that deviate from.
the design radius or a vertical straightedge by an. offset of more than 1/2 inch in 1 foot shall not be accepted.
The template used to measure-the local deviations shall be only 1 to 2 feet longer than the area of the deviation itself.
9.3.3 Penetrations and Penetration Assemblies 9.3.3.1 Tolerance requirements in Sections 9.3.1.3, 9.3.1.4, 9.3.2.3, and 9.3.2.5 shall also apply to penetrations.
9.3.3.2 Alignment of the axes of penetrations, as erected shall not vary from the alignment shwn on the design drawing!r by more then two degrees for pipes 12 inches diameter or less and by mre than one degree fo pipes ever 12 inches diameter.
Individual penetraticas and.
penetration assemblies shall be loct.ted within 11 inch of their design elevations and circumferential locations, at the cylindrical shell.
9.3.3.3 The locations of penetrations in a cernmon reinforcing plate shall be within 11/4 inch of dimensions shown on the design drawings.
Page 27 Rev 4
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specifiention N3. 10466-C151' x-9.3.3.4 The plane of the end-face of the penetration sleeve shall-not deviate from a plane normal.
to the penetration. axis by more-than one quarter of one' degree in any direction.
The same degree of tolerance shall apply y
in the case of penetration ends' which the~ design drawings show as not being. normal to the penetration axis.
9.3.4 Brackets e
9.3.4.1 Crane support brackets shall be-located within 11/2 inch of their design elevations and circumferential locations.
9.3.4.2 The relative elevations of all crane brackets shall not vary by more than 1/2 inch.
All other brackets located on the cylindrical shell shall be..
located within 11 inch.of their design elevations and circumferential locations.
i 9.3.4.3 Deleted 9.3.5 Base Slab Embeds Base slab embeds, including plates with cadweld sleeves and liner plate embeds will be placed by others within !1/2 inch of -
their design locations in plan.
Embed elevations will be within !1/c inch overall and $t/8 inch within any 20-foot arch 'around the shell circumferenem 10.0 QUALIT! PROGRAM 10.1 1.11 pressure retaining, load bearing, and leak bouadary (does not include test channels) material specially tested itras Attached to pressure j9 retaining and leak bound 1ry material, weldina material, and wo::k covered by this Specifichcion
. shall be subject to the contractor's quality program.
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Specification No. 10466-C151
.s 10.2 The Contractor shall submit to the. Owner's agent for approval a manual describing.his quality program.
The quality program requirements of this Specification are included as an attachment, Specification 10466-QA-1, General Requirements for Seller Quality Assurance Programs for the Standardized Nuclear Unit Power Plant System.. The contractor's quality program shall, as a minimum, conform with Paragraphs 5.1, 5.2, and 5.4 through 5.18 of the attachment.
The Contractor's quality program shall be approved by the ~ owner's agent prior-to use.
10.3 Deleted 10.4-The Contractor shall submit all drawings, data, and documents as required by Appendix C, Form G-321-D.
10.5 The contractor shall implement his approved quality program.
10.6 Paragraph 5.15 of the attachment, specification 10466-QA-1 shall be replaced with the following:
5.15 Nonconforming Items l9 Measures shall be established to assure that items not conforming to requirements are controlled, including segregation where appropriate, to prevent their in-advertent use or installation.
The pro-cedures shall provide for documenting the disposition of. nonconforming items.
The Buyer's authorized agents shall have an opportunity to review corrective' actions.
The Seller shall provide written notification to the Buyer of all Seller detected nonconfomance to the requirements of the Buyer's purchase documents when a
" repair
- or "use-as-is" disposition is proposed.
The Buyer's written approval is required for such dispositions prion to-implementation.
In addition, the Seller shall promptly notify the Buyer in writing when the following deficiencies are found relative to I
the Seller's works a.
A significant breakdown in any portion of the Quality Assurance Program
~
established for design and fabrication of the items or Page 29 Rev 9
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-b..
A significant deficiency in the final
' design as approved and released-for-fabrication such that the design does not conform'to the criteria.and bases stated in the purchase documents. or its referenced specifications; or c.
A significant deficiency in fabrication of, or significant damage to the item which will require extensive evaluation, extensive redesign or extensive repair to meet' the criteria. and bases stated in,the purchase docunents.
d.
A significant deviation fron purchase documents which require extensive evaluation, extensive redesign, or extensive repair to establish the adequacy of: the item to meet the criteria.
10.7 Paragraph 5.16 of the attachment, Specification 10466-QA-1 shall be replaced with the following:
5.16 Corrective Action Measures shall be established and documented to assure that conditions adverse to quality are promptly identified and corrected.
In the case of significant conditions adverse to quality, the asasures shall assure that the cause ci the condition is I_
determined and corrective action taken to preclude repetition.
The identification of tus significant condition adverse to quality, the cause of the condition, and the corrective action taken shall be docunented and reported to aparepriate levels of the Seller's management.
We Seller's corrective action records will be made available for review coon request by the Buyer.
4 10.8 All drawings, procedures and documentation requiring owner's Agent approval shall be submitted for I
approval 90 days before it i:5 required for use.
Page 30 Rev 4
2 Specification Do. 10466-C151 1
APPENDIX B SPECIFIC QUALITY ASSURANCE REQUIRL"TJTS FOR COATINGS B1.3 As part of the quality assurance program and in conformance with Specification 10466-QA-1, the Contractor shall furnish owner's agent with the following specific documentation.
The Contractor should refer to ANSI N101. 4. for l4 specific guidelines related to quality assurance documentation re@irements and proprinted forms:
31.1-Copies o'f certified test results conducted and recorded in accordance with ANSI N101.2 detailing performance and acceptance of the applied coating under Design Basis Accident (DBA) conditions.
The simulated Design Basis Accident (DBA) conditions shall be in conformance with the following minimum values:
Containment-Atmosphere Saturated Steam 3
Level of radiation, rads 1.0 x 10 Containment atmosphere, pH 10.5 - 7.0 Time-Temperature-Pressure Tiale Temperature Pressure Time T
psig 0
120 0
0 to 250 see 120 - 320 3 - 60 250 to 7200 sec 320 60 7200 see to 1 day 250 30 1 to 2 daya 2@
9 2 days to 6 months W5 5
D1.2 Deleted 21.3 Deleted
{
4 B1.4 Deleted 31.5 Deleted w
B-1 Rev 4
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'4 Specification lio. 13466-C151 B1.6 Deleted'-
'B1.7 Deleted 4
B1.8 Records correlating the coating batch numbers uith
' the area of application.
B1.9 Inspection records pertinent to surface prc7aration l..
and to 'the primer coating material, application and repair.
B1.10 Deleted B1.11 Deleted B1.12 Deleted B1.13 Daleted B1.14 Deleted B1.15 Deleted B2.0 As part of the quality assurance program and in conformance with Specification 10466-QA-1,.the Contractor shall maintain as part of his documentation. permanent records the following specific The Contractor should refer to ANSI N101.4 for specific guidelines related to quality assurance documentation requirements and preprinted forms:
B2.1 A statement certifying that the coating manufacturer 4
has conducted and maintained a quality. assurance program.in the manufacture of the paint which complies with the ANSI Standard N101.4 i
B2.2 Manufacturer's product identity certification records.
B2.3 Coating matarial shipping, receiving, and. warehousing records.
22.4 Applicator's surface preparation records.
B2.5 Applicators repair and touch-up records.
B2.6 Painter's qualification records.
B2.7 Inspector's qualification records.
B2.8 Calibration manuals, certificates of calibration, and l
the capability of the instrumentation and testing l
~
equipnent used for fabrication and painting work.
D-2 Rev 4 u___.________
J
- PPeuau u i
So cificition 10466-C151 aEAD INSTRUCTIONS CN SACK SEFORE FILLING IN FO i
1hase meumumman hr Esgssent and Osmikt VesRamse Demummes me a he tems le
^
j Samsfier's Iulme a sea'uly usuk stum seemsenssa sur sums is arest menesome er umbhatel as a s s er fare hsent eues amus nnesis===w=e=4 a
1.
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1 0
QUALITY VEniPICATION DOCISIElfT5 Demummt assmaades fund L
L I-L S-1L 31.
s Cassypy peepset of temas AmseMy g basam Omu6 Suses immesmos Esemomme Fhat II.
n.mns asseman.
nonsima n,,,,,,
homme buon runsa nemum name act asseses ist case chun smew riss Ya me neem
- **0ptions:
1.2 I
i E4.0 unswu= l**
i N/A 1 35-num acerture card and 1.
1* 3 4.2b nessessenti**
1 full-size erint
.I 2.
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b 5.2.1 mamme 1 N/A l N/A Bolting CTRs 17.2l31.3"
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l Bolting impact data 5.2.1 mamme N 'A i
N/A 5.1.3e Ranro i
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s.nsser 11 page's asp asan an.
M #E E 8'E '
- 14. Amenfsthumean,TagaCuenam tt sess's Asttems,
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I featummer ausrese.quusmuser4f ^^
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ZI. summens See massesnied besse es susdesemy sensemos rier the Roten ellesusamme est samur af densamunauss Aasheraud Omemmes]eYEL Seasender12, Assamte ]NONE h
9seestimpeser
_ _.Sisamme ZL Esausrug The essay venAmmme Osamassa suomunse a segr.ssures
_,,,,,,,, _ Das amam num em sure neue ness==used Ier nederummes a the asammes asumes susupumme ami ese sumpe*%
iasmeer,,..
M/A 24 CcE Chuben 7thiererad me nuesty Wednesse Deemune semesset
_ la/!
Sameuse 4
es Summust huese hoe assa sammas sud tear noyewe% to as pudismo
./JIFTROL NO. -
FILE 181L maseenrest nct 5sess we Dass Ahor QCE Cham in Omstem m: Piummummer lesasser. Fised Ofhis ihmemssr. assemu
'...s me wa.
10466
.,.O g
7.n/artc. numeEn 10 3 REY. t c151(Q)
@ 7 48 ENGINEERING AND OUALITY VERIFKATION DOCUMENT REQUIREMENTS AfW.
REPRDOUcTIDS OF T1815 FORM 13 AUTHORIZED sutET t 0F 5 12 QELITY VEhlFICATION DOCueIElfT TRAIIRItTTAL - REP
~
d.j
=
insinuenous con ensams s.ma x
,UR,0... m. ms.a p.mo fera to usd.y - m.o m.v e., - e r.d of me m im, a me.,v.sm.s.o.n _
i and is to be ved tv the suppher a a casor shast for thastify VerHisseen Dessimus uten atmuttus een to me tuver/Cenwarier
(
R.
GENERAL INFORMAT1001: Engesenne (E) and Quality VenReseen (V) Desummme as idonehad by semperv amatar and noe a sorsen M haies.
O C.
USE: A copy el the front si mis form shdl be esepised by me suppher and pmedad to en twyer'efcastrutter's inserter along me the esplasstie Quality Venfissene Osumme for he sense soor to sessus of me emetal.
D.
OlsTRIBUTION: 1 sten musession suamus is esmeisend the venhamnen fMusumsma me is he shenesome to the vousseus addrums sheen haieu in asserdsmes unch the j
desnbumes ende spessfied in Cahmen 7. A sep, of tem sempested Form G-328-0 must sameneany ensh "peakage"of Venfissuen Docununes to reidamiassest Alas, a i
amp, of sempessed Form G-321-0 is se he easiudad eth the henhore moment and e emov eut sepasso8, to the Promst Few Queley Canisel Ensmusr at the onesne.
1 C se s.
Code L Whth teremme shsoment Ceds g, I
Project Engineering Manager See Contract SNUPPS 10466 12 Bechtel LS740' Shady Grove Road 3aithersburg; Maryland 20760 E.
OEFrem0Ns OF TERut: tim she Demunat Camenev Oseamme G421 SUP Al sussa - The a a guant era and is svaanvemm =e me en== me uier, eweerser. me<enweiter, me in. ass.
Rs ree sene - um te isens, dessmand av meer mueressesmessa a camens== ev -
meenha - 3smai sammans m.fenn., a the :
. _ of ten wasurem== demsnmus, ei== not osenw. mum., e.d meme n.
amad=W for asemet.
paar 4.some R d - semes assee.m senmed ener a um of desus in es demon, tunnenen. umamma, w seer men pramm.
imme - es f=t someni of a damnuent m us.=mus== me shesum mueusev asund a ny me env me es messer.
Final - the subesteel that reRess me resinnen of sense samments, or the somsem menunsi ruemund. See ass to to assened enera rendanne fasi pavenst.
Osmungs sutautted as fiumf mest he full sas fuerufussbens mese from anynel desument. Adiment to me ines biedt, seen droment must he enruhsd and eau Sayer's ist tais, set nummer purehene seer nummer. Isasi seusement, tag or code nummer, and the sumulacturer's annel numberteL Caro 6ed - the dated Sipunire and T' tee of an assmensed and rumenmeio empleves si me asasher.
s N/A - 16st apaks gle - can he med for insaneumi entnes, columns and line D, Presset Engmenrums. med for signedusi entnam tv es nusdaar.
F.
SECMTEL ENTRYINSTRUCTIONs G. SUPPt.tER ENTRY letSTRUCTIONE Entry fee.
Indenussen Resuned Entry No.
Infonasten Resuvud 1 Enter Oscumet Cassearv tummer.
8 Enter nummer of pages of auch type of Gushr, venficanon s
2 Enter $sesshcomen panyeah roterance.
Dernmene beeg nuesnned for me emtts) tem, rosamed. Sism 3 tenke no meerv. Assam to kuud of meses rueused.
Statsmaet of Centermance en ime 21.
4 Enter the number of such kind of copy for "mensl* er "finsf" 12 Ensur remeras as appreonase. When a dsumaan ha arrned.
mamates of Enymsunns Dervenene.
roterense su densnents) and Bever/Centrarter's sueenzanon 5 Ener merooms rueuwesent by R unser "Ym" or "No" cesumn.
m es casums and mcsede se aseenzanen docupuntstal e 6 Enter me numeur of ash ned of copy of Queny Venheenen es vanfication Osumet Portssa.
Documme rueuwed for samme of the resa er mandamen.
13.14.15 Enest meermanen a reeuwed.
7 Enner Queny VenAmmon Deasuunt dumbusess coes isner m 18 Ener me numases of uma caused by the Caswiv venHuseen assareasse use usepush 0 anme.
Desumans haung momened. For see soeussen num no. tone a tests ne envy. For anseher use sney.
ressened pesunde a usarses espy of me sempeemd form and me S esense inoarter to esmesser usan reason. Sipi en line 22.
mesurens (hsena, vent' onse Desumans.
m l
10 Ener Esspend Esgssuunne remism meannnenes sipi en Isms 23.
17.18. 19 Ener undonmensa m enemuud.
j 11 Semel QCE to cesstem chest on. Sise en has 24.
28 Emmt idenuRmess nummer (si ammmheis the uma tai hang 12 Emir semes s.emessonsuL rueriod. e4 seus me, rest m of meer someones, cases resi an. er emer unen demy asr.
H.
OCCUMENT CATEEDRY Nulf0ERE Emmassene E) sud Ormy Venfissess M Demment Assumemame a seemed a censma 1. sul se6md a G.321-sur A Damasset Couper, Desasant For esenh. sus son Russes pasen=his) refersman a Cassen 2.
e 18J Typmal annensi end IILO AT - R AD1OGRAPHIC EXAaatstATION fA OR/#rAC1(D stA hATERiAL DESCRIPTt0s E)
PROCEDURES E). ANC VERIF4 CAT 1091 1.1 Desiw UMastana, Seruses and Feve-ermAlsewrme Deeds 12A ufEt0 LNG PROCEDURES Ak0 QUAurl.
REPORT 5 M t.2 A,merW Weses.
CATiort El, ANO VERIFICATION Rh 21.0 ifT - MAGNETIC PARTtCLE EXAutNA.
1.3 Sies Ortui Demsnm)
P0trTF M TION PROCEDURES El, Aft 0 VERIFICA.
11R wfLO '*00 CDs' TROL McCEDMES (El.
TION REPORT 5 M 1.4 mrugWon I
1.1 h res. Osp.Ony u u AND VPflFICAf10m PEP 0KT5 M 22 9 M - LICUID PENETRAliT EXAaltf0AT10N 1.5 P tics 14A UPAIR PROCEDURES El. AND fsAJos e#CCEDURES (El. ANO VERIFICAT10e 2A PART5 List AlsC CDST (El MPAtR VERIFICATION '?PORTE M MPCATE M 3.0 CoasPLETED 3ECHTEL DATA SHEET 5 (E) tLe CLEAntIIG AND C?e."IteG PROCEDUR(5 21?t IDCY CURRUIT EXAallNAT104 PROCE.
4A INSTRUCTIONS E)
El. ANO Vf RIFleMtoll REPORT 5 M OUf.ES (E). A800 VERIFICAT10N RE.
4.1 frasy Wlmedlemun ISA MEAT TREATIIENT PROCEDURES El.
PORTE M 4.2 Osmesme A880 VERIFICATl006 REPORT 5 M 24A PRESURE Terr - HYORO AIR. LEAK.
4.3 Jessesumans 17.0 CERTIFIED IBATERIAL PROPERTY RE.
ButtLE OR VACUUM TEST PROCEDURE 4.4 See stange sud Hendune PORTS M (El. AIID VERIFICAT1001 REPORT 5 M EA 3CHEDULES: EleGINEERING AND FAS.
17.1 IITO (CersRad Insensi Test Resensi 25.8 INSPECTION PROCEDURE El. ANO VEP*
RICATIOel/ ERECTION El 17.2 Imeest Test Osa FICAT10lt REPORT 3 M LA QUALITY AEBURANCE MANUAUPROCE-173 Femee0am 2Le PERFORIAANCE TEST PROCEDURES (6 OURES El 17A usanni CareRams of N r* --
AND VERIFICATION REPOR75 M 72 SEISIIst DATA REPORT (E) 175 Eiervius Presurev Repers 2L1 Ileshauss Taas LS ANALYSIS Also DE58GN REPORT El 18.0 CODE COIIPUANCE M 2sJ ElssermalTem SA ACCoutTIC DATA REPORT El 1L0 tri-ULTRA 80014C EXAGIIIIATION PRO-273 PROTOTYPE TEST REPORT (E & VI ISA SAIIPLES El CEOURES lE). ANO VERIFfCATI0ll RE-2LO SUPPLIER SMePPING PREPARATICII PRO.
Its Tvemmi assRey VasRummes Denemeno PORT 5 M CEDURE E)
+
Appendix C S v eific.tien 10466-C151 l READ INsitUCTIONS ON BACK REFORE FILLING IN FORM l Th reemumme se tasmusmo ens ammy vennusm. e mmm.m a e, swans i enemme man a mess.m a vue h.ime.
susalim's snikse a mene men ame.
- any men is erder semesme e mannaeung se synsmi emet mas ene a e r
a s
',$E nuAuTv vempiCATios oocautmTt
- mme, mm, 1.
it ii.
- Camam, pre n at C me ammmy &
B= min Der $
anpas imemen. Egummaq Fimbi '
nests amen neem.m.
nummes amissed Wi'* t'8'a t=8mm a'ame amme act for Code mmk Cham h smew simi vm me n,i,,.
5.1.4c 2
b N/A T.., n < n4, en ' s 17.1 5.2.1 pomeme
,fi o
5.1.4d7-2 h
N/A u c wat+. cnce.
17.4 5.2.1 sammen a'a w/A 9
s u.1a vac'1 en '.
17.1 M/A N/A 7
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N/A N/A
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2 h
17.1l5.2.1 eme=m= t mi n
N/A 2
N/A c= A-1 A 1==== c" ' -
17.1 [5.1. 4hI -
1 1
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N/A CTR's 8h'mdashe Wald backine str1D COC's 17.4 [5.1.41 s
n/a N/A N/A
- , _, nam.m.
2 2
2 h
U.T. Renorts 19.0 5.1. 5, em,,,e I
N/A (Also see F6.1) g 3
u,14
,m.,'1 4,,,,,. n a.e.
17.2p.3.3 be m I '"
N fA N/A (Also saa M-159. 4.0)
~
2 '2 1
2 h
9t.mt v.enva.
16.0 5.4 mm,,,mm j
I l
N/A (Also see M-159.4.1) l v n see 1 5,% %
28*0 5*5*2 namese I
4.0 & 7,0) 7.3 8s'**==64d
, 67
( Also see F8.1 & M-159.
13.0 g7_3 asmsenem I
ara s,og Reero 2
2 1
1, 12.0,7.4.1 u.iero i
I I
W^
(A1=n e. F8.1 & M-159.
a ni 20.0 7 5.lalRenen
?!?
I 1
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Recr*=
/ n en see y _ s; _ 7 tv4,,,
i I
l N/A eq_1 t v._, g o 3.n s 5.04 v.m.letscoro z
z 2
b v -
ummr.:. m so see 21.0 7.5.7 iMicro I
l N/A ra 3 e wa c o 3,o s 3.oc>
7,$,7,in nro2.5.lb,3,r, 2
2 2
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22.0 t
N/A p s.1 s M-m, e. u
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x 11 anpasar s Summ an,
- 14. SapptersPts an..,
IL asseAn's rest mamm- -
IL Gammusy-
-~
- 17. Resurs flauw Imms Anw 186 Buge4Lhe4mign.tigechesNube ik M ftut h
& T6 PJr. Ma. & ilm...
- }..+
e 21, 3mpam(s AnusufFtaut1ho gant umstamisugumuseinemunes, j v g. f,.r ;g.;, j.. a.... g.
y,
thmsmaamm. mustensumamemmeatasesammesydammmmm.
.i
-y 4+
-.n w
h.
'b
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]
22 lassamme Were sus aussemus tems se omshamy semesame Assurand Demuse ] YE1 teW emen 12. Asmeres ]NONE Renuwe af smassues and rams of ensumuseuesa.
2"weams
~
bonhedimersa.
Seasura Den 21 tagesuurums Ths essev verdienee h sesammed a tapumme Assus use 'teliers anse huma sessmed far analerumme t the N/A N/A summme sw eenes.m==m end ue smusmara te,,
sammm ram 2% QCE Chee-le The form and as Camimy Wuensmana Deuseman h COWTROL50.
FILE htL Smemmet huums huse bass sumsmed and tear rummunasp a se huesme meme sueRmL QCE 3isumme 08" Ahur GCI Chme.4e Simptum as: 9tussummut themus. 7ised OfFue temmen. Rasemmf Susever Jos me. 10466 e.assrec.muusin g
53rs-0 C151(Q) t0 2 nrv.1 AE V.
ENGINEERING AND QUALITY VERIFICATION DOCUMENT REQUltEMENTs 3,,,,, 2,, 5 12 REPRODUCTION OF TMt170ftu a AUTMem2EO QUALITY VERIFICATION 00 CURRENT TRAleRTTAL - REPRODUE THIS SIDE ONLY f
INSTRilCTIONS FOR PREPAREE G.3210 A PU RPOSE: The as a mida purpass form to be used tv tuver/Contreter to sendissily idenney documena reones ei he mesher a masty soscificamen menuemens.
t and as to be und by the suesher a a cour most ter Quehty Venfescon Desumens when semitone ese to se Ouver/Contracter.
8.
GENERAL INFORMAftDN: Engrearms (El ed Quanty Venfisenen M Daumens ase idanutied by misserv numeur and see a esenen H te6en.
C. ' USE: A copy of the front of ein fann mall be complead bv the appler and prended to the Suver's/ConWerter's lasparter along me the apphcable Omslity Venfeense Desemme ter he sensur ener is seisms of as mental.
D.
0:sTRreUT10N: when insessmen reessee is esasissed.me Vennesnen Ossuments are to be desiribuisd to the russeeisie adieuses sheen teieur e assensense diserd6messe sede speafied in Column 7. A sepv of tes esaptated Form G-221-0 must assemeen, sash "pestaes"of Verrhastion Decaments to its destinstest Aiss. e espy of aempisend Form G-321-0 is to be mesuded such the heeuere shoment and a sepy sent seesmessy te the Protect Feed Ossiery consef Enemser at the senseau Cess.
Com n.wiehere se e.mont Com c.
Project Engineering Manager See Contract SNUPPS 10466 12 Bechtel 15740 Shady Grove Road -
Gaithersburge Maryland 20760 E.
DEFiselftons or TERusi' (see asse ossomsme Cassesev Denmese G-321 SUP Al asses - The e a ener= orm and a svaenemme see me imme user =eder, censurar. me<enweaw. me asseur, eu.
Resumman - em me seem, eohamed by meer marssisseemase er museumac ev reams.
gasesRiss - alsne momunen ennhennesis me. _
_ si the. _
a== -a==
When not soofW. sesseur med asme his sensord for asomust Prest Agesumi Resumed - Bemesi ausseuel meunud ener to as of doommene a the dumpe. febnesman, ummelsson. er other most presuL huasi = the first estmeal of a desammet in estesesame use es shoeste mutuspy ayend to by the Sever and the moe6er.
Final - 11= sshungsel flat fefissus ttle russingen of resser comments. er the anmalser subauttut fusumed. Som are te he escapend ener te renderung fmalperment.
Osumanes subamsted as final noust he full mas fueredueshims sees from enpast desustat. Adgaunt to the title blest. each desmuis mest De cercred and meue Bayer's get tees, get nummer, pesche esem neessent. liasi congsmust, tse er sede number, and the tsunulutturer's seul nummer(s).
CarWRed - the essed $symsuse and T'tes of an amesnaud and resenasWe empiewee of the assoker.
s 4/A - feet asseusen - een be und for inendusi ensias sademns ad liam by Propst Enonsanne. and for menuheel entnes tv the meenier.
F.
SECNTEL ENTRYINSTRUCTIONS G.
SUPPUE R ENTRY "tETRUCTIONS Envy see.
Infernmean Resumed Envy No.
Intenneten Roewed i
Enter Deemment Comesry 8 summer.
8 Enter nummer af pass of each type of Quahty Venficanon 2 Enest $ssofisseen permyene reserunes.
Desumans beme memetted fer the unetW bene reemme. Sign 3
h ne entry. helma te kitW Si spas rWoused.
$tses#nent af Canformance en line 21, 4 Ener the nummer of enh had of coev for "emer" or " fins" 12 Enter remerts a scoreenau. When a deuiseen na escurred.
mesmttes of Enonsonne Darumena.
seer nes me demonenW and tuver/Cantracter's numenzenen 5 Eaner appresas meuwommt av X unser "ve" er "No"caeumn.
a me column, and mceuse me aumentsuca estensnutal m 5 Enser sie numeur et ash kmd of sesy of Onderv Venhsspen me Verificaron Omumet Partmen.
Ossumme rueuwed for russsss of the stem er mesessemen.
13.14.15 Emer meermanen a reemed.
7 Enter 0.ssury user %meen Desumans asetturess sede istler in 18 Ener me nameses of uma comend by the Oushty Verthuseen amusennes men serepush 0 stone.
Desamme beme estennind. For esem meumstion vom no. beme 3 abate no enev. For smasher ime ensv.
raammW presule a apaans esov et em somsmed form and me 9 asshes himerter to semesse uses raams. Sies en les 22.
mesurene (ksshty Venfususe Oesumenet to Enest essmed Esposanne ressurcesRrmanen. Sign enime 23.
17.18. 18 Eser uriennense a essuwesL 11 Bashine Of E to semesse ahma en. Sipi es lieu 24.
20 Eser sesaafusnan numcar W trasmusse to the unst W home 12 Enest memes a appreense.
rueused. e4 mrud no hast no. et maser somsmasnt, seis rum as. er seer ur: sus damparter l
H.
00CUISENT CATEGORY NUmsElis Empumanne (E) ed Queshy Venfissees M Dawunant Resumomens a enered in Comune 1. sud defined c G321-SUF A Desumet Casserv OsRaeem,. Ftir demils, me sessReebee SmuygpMal referenser! in Cestuen 2.
1J ORAWING8(E) 182 Typied acuentes Ums 283 RT - R A010 GRAPHIC EXAMINATION 1.1 Osame Dimmunne, $srums and Faus.
11J MATERI4 DESCRIrrl088 (El PROCEDURES (El. Asd0 VEntFICATI0lt
_ _, Deens 12J WELDING PROCEDURES AND QUALIFw REPORTS M 1.2 enester Oremngs CATIONS (E). Also VERIFICATION RE.
21J MT - KACNETIC PARTICLE EXAmlNA.
tJ Shr.d Dead Dmmuras PORT 5 M TICN Pfl0CEDURE3 El. A4c0 VERiFICA.
1J sru'me Dispens 11J WflD R00 CONTROL P910CEDUPES El, 71CN E70KT5 M t.$ Centra tay/*ernas A10 VER15fCAT10N MEPORD M 22.0 PT - UQU10 PENETRANT EX AastNAYdOW t.5 P 110t 14.0 9EPAIR PROCEDURER CE). Ale 0 #AJOR PROCEDURES tEl. AND VITRtFICAfl088 2.0 PART! L157 AND COST El REPAAR VERIFICATION REPORT 3 M REFORT5 VI 2 0 CoasPLETED SECMTEL DATA SHEETE El 15.0 CtfAsst&G AND CDATING PROCEDUPE$
2*aJ EDDY CURRENT EXAMINATION PROCE-4J IIIETRUCTION5(E)
(Ei. ANO VERIFICATION REPORT 3 M DURES (II, AND VEttFICATICN itE.
4.1 Erareen/tesmilensa 183 NEAT TREATWENT PROCEDURES El.
PORY3 M 42 Osamune A8s0 VERIFICAT10ll REPORTS M 24J PRE 55URE TEST - NYORO, Ar2. LEAst.
dJ assumunnes 17.0 CERTIFIED MATERIAL Pfl0PERTY RE.
ButBLE OR VACUUal TEST "ROCEDURE 4.4 See Semess and Hmedline PORT 5 M (E). ANO VERIFICATION REPORT 3 M 1J 3CHEDULES: ENGINEERING AND FAS.
17.1 WTft (Cerenst meured Tsar Reseral 25J INSPECTION PROCEDURE (E). ANO VER*
NICATION/ ERECTION El 17.2 imoner Tat Oma FICATION REPORTS M
$J QUAUTY ASSURANCE MANUAUPft0CE-173 Ferns 0am 2EJ PERFORMANCE TEST PROCEDURES El.
CURES (U 17.4 MannelCarshauseof Canoessne AND VERIFICATION REPORT 3 M 7J SElstelC UATA REPORT El 173 Eleceed Preserry Reseru 2L1 Weemment Tau 13 AflALYSit AND DESIGN REPORT (E) 18.0 CODE C0esPLIANCE M 212 Elsemass Tens S.0 ACCOUSTIC OATA REPORT El 15.0 UT - ULTRASONIC EXAusNATION PRO.
273 PROTOTYPE TEET REPORT E & VI Its SAa8PLES El CEDURES K). A810 VERif fCATION RE-2LO SUPPLIER SHIPPING PREPARATION PRO.
IL1 Typsud Omment VersRumese Osammasa PORT 5 M CEDURE El
o e
Appendix C Specift:stion 10466-C151 l'
( READ INSTRUC1fCNS ON SACK BEFORE FibLING IN FORM T e, -,.,. -
.m.,vu m e m.m sc..mmr sme.smen.ulsmes,e se suseher's tuhme a maply use them regememame asy meek is men ammhame w mehhatfug of psymmet a
' E "[
00AUTY VERIFICATION 00CURIENTS g
Desummut King L
L T.
E L
tt 11.
Csessary Ptsupsga af Casas Smassey g
BaumNt DW husam inumens Eagumming Fises tg nummer nahamme asemmes R
m.
Ruumme hamme Indus Rehm Aarne QCE Assem Ja,, -
is v.
7.5.1J -
2 b
.0 7_g,7 I
N/A
- v. v _ u n n,.g.. (Also see F3.1 M-159. 4.0. & 5.0c) 2 2
15.0 8.3.2 (Also see M-15% 6.4) nas, emu l I
N/A 4'8"8"tw 2 2
15.0 B.3.3 I
(Ales see M-159. 6. 4) in,s,,
pi n mensna 1
1 a
10.2 8.3.4 mm.au I
N/A hea8muth fabrication shof "- -"
9 s
(Also see M-159. 6.4) 15.0 B.3.6
~
I N/A nne.no i numameene 9 9
(Also see M-159. 6.4)
L5.0 B.5.1 imewan I
N/A huumessam 9
9 (Also see M-159. 6.4)
L5.0 B.S.8 inamme j I
N PA Phsmemaw 1 l
1 5.0 LO.2 I
a rA l
(AAso see 111.1) puumeuseal 2 2
- 51. I an,,,,
I (Also see M-159. 6.4) a <a perusammed ia /A 9
h L5.0 Bl.8 %
N 'A N/A Eateh correlation records (Also see M-159. 6.4)
L5.0 Bl. 9
- /A N 'A ammene N/A M-159. "6.41
- 5. 2. ?.
(Alan mee m
u L7.4 E5.3 niewee i
.VA N/A N/A u n-n ene.
s hnen 9
9 l
9fA i
3*4 w terfal seec. comnar4 en
-~
a v4 ;.vn y
i I
L7.4 h.2.2
.y a N/A j N/A Flux COC's R,nen J.
I 2 i b
y, m (Also see F6.2)
P.J.1 Kepro 4 6 4 i I t
N!A t 01mensional Control Procedure in w4nen I
i 8.0 f5.3 D
'l' x
(
)
l 11 auquent esem AuL W 3esseursftst mm.
IL Susseurs7tstammer IL Qanamsy'
-17. Omgart8hsq. Ann an.
t& LupartIJumflems.TatarCaenam 11 Jlspura Fat esas 21 Tammesser P.S.em & AmL 2L Sugghafs
&emust tot erM metauf stamush Commmmuner musttempummuutudasasummesdimummum atasumur 888'"
ummens nu, o.m ALaname ese es same tes se mnemory sem i
w husesmas ess emas er ammmmmmens, puma a,me,umi Bessumes Ytt, Need seder 12. Romerte M mamme NONE I
ammmme LJ esamed tusener sossem 71 asemamag The Omey WmRumme Cesamma maamme to Enyammag ose Amean uma na ture aan tamm exames tw meewomme u 'em sammum omsadeuww mannessammesmeem angreer N/A N/A i
3*"**
24 QCE Com64s The twoand toGastmy WereAmese Dammmune esfummmf
.ilmesumet hmmme tee tems rummW and ties 6ahasamsp te as hufume C0llTROL NO.
FILI 20.
femus enh QCE summwo nas After QCI Cassb4e Otareme to: Pveassames aesmen. Fuss Ofsm asumeur, nernmus seemus
[
a.
As no.
10466 7.oArtr. muanstR E 3210 yg tu Rev.1 C151(Q)
)
ENGINEERING AND QUALITY VERIFICATION DOCUMENT REQUIREMENTS
[2 f
sMEET 30, 5 REPRODUCDON OF TNas 70 Rat is AUTHOR (ZtB QUALITY VERIFICATION 20CuantfrT TRAmsterTTAL - AtPRODUCt THE 3
.~ ~._.
insinucos Fon rnEPAR1h8 E.3208 A.
PURPOSE: The a a misseursese form se he und by Buyer /Centrerter te essesemy insmefy desumanu vesumed of me mestier to masty sessfitamen r-and is to be und by me suseher a a cour shast ter Gushey Venfassese Dessmans when menstems men se me buyer /Censueur A.._ GENERAL INFORMAT108t: Enonamnne (U and Quehov Venlicanes M Desumans are idoneRed by esmesry numeur and ade in uroen M haies.
8, C.
USE: A seev of me trent of me lane shed be samoised by me mesher and prended te as Buyer's/Comenmar's insperar along um the applessele Quesnv venAmeen ossemane ser he mus anor to of m mutw.
D.
Dis 7RiecTION: uRum nuesmise misse a emoined, me Vennemme o.msmena am se es eneusse is me menswa edseum mean tems in essedeus== em duertensa sees messfied in Column 7. A sepy of the ess:stened Form G-321-0 must assemanny ensh "peakaps"of Venfumpen Desumenes to its dunanima. Asse, e empy of somsmead f.am G.,321-D is to be inefuded me the huesure sluoment and e sesy met supeessiy to es Presset Fise Questry Ceequoi Enynear et me sehsee.
Com a, com t. wie andmen moment Com t.
Project Engineering Manager See Contract SNUPPS 10466 12 Bechtel L5740 Shady Greve Road 3aithersburge Maryland 20760 L ottiNm04s 0F TERus: tam ains ossemat Caegmy pennese G.321-sur At tascher - TIus e a puuns isrm and is synenvenus um me emis meer, sensier, coneetter. m6 consresser sub suseher, ens.
Ruaredsense - en to ingme, dessassed by meer munwooredusnan er seriressac dry seems.
Iberees - 31 sam misresem consermes to the. __
_ of tas pressessent docussoms. When not osahad, sussier shed subme he sendard for sepsural.
Pner Asemuel Resumed - Bemeni spesemi seoused ener to um of demuuses in the dampe. febnismen. nundesen, er emer ordereum, huest - me first suesnami of a desument in ammesennes enn me spedues mesually ayend to by me tuver sad the oms 6er.
Fisul - teu Juipasesi test venons the remir. tion of rosess comununts, or the emeht meaunal resumed. Som us to be ausped pner a rendanng fuel pavemmL Omemes subnutted as fasi mest he fed urs esprodumeans made from erspasi dessmust. Adesamt to the tale binek, souh ememag must be samfied and meer Buyer's ist auss adh nummer, partess order nummer, hesi somement.me er see nemmer, and me e-d=~er's anal nurmertsi.
Carphed - the essed Sipmeurs sad Tette r4 an aumensed and ramenshee empleves of the suspier.
N/A - Not asshamele - con be used ter meandued ensna, columns ad ham Dy Propet Enynannas, and for menudual eneus by me amplar.
F.
DECHTEL ENTRYlesSTRUCTIONS G. SUPPtJfR ENTRY INSTRUCTIONS Eney fee, infonumeen Reenned Entry he.
taformonen Reeswed 1 Enest Dameset Conger, leumeer.
8 Enser nummer of psens of essh twee of Qualav Venfisenen 2 Enter $sunficamen peepush roterenest Datusmens bemg summersed for the emets) hang reened. Sipi 3
Make no eney. Remus to kuss of same mensred.
sesumet of Conformsico en hne 21.
4 Enter the numeur of esen k.nd of cosy for "inesi" er " final" 12 Enser resnets e apersonous. When a dessenen he seemssed.
suesnesimis of Enonsunne DarumentL referense she desesmenW and Buye/ Converter's aumenamnen 5 Enser soeremal reemroment try X under "Ym" or "No" ce6mma.
m me celueui, and maiude the aumerueima desumannial e
$ Fawr tem nameur of essa had of easy of Gustav Venfissosa em vanfamosa Deumset Pechsen.
Denne rueuwed for resem of the rum er h 13,14.16 Eser meermanas a reeused.
7 Enear Quais, venemuse Oesumsme essesman ese terest in 16 Enser the namese of uma casesed by me Queenv Vennsmuse asesseuse use sempesh 0 absen.
Desmesse tems submand: For sem sessenen ruun no. hang 8 Ismes ne entry. For esposer in omfy, ressesed pseude e asennue copy of ma seamasand forse sud the 5 asshise lasserter to comanew uses raiens. Sign en has 22.
ampareng Qualav Venheemon Demment.
10 Ener Samme Lapasenne remos cesfumeson. Eps en ime 23.
17.It 15 Emer wreennenen as reeuwed.
Il SashtW OCE to ceases chsk.ui. Sipe en ilme 24.
20 Emer asonefiumen neaer (si trommene to the asus tal teme 12 Ensur romaras e asemensus.
remad s4 asnel as hast ne. of meer songsammt,satse nei an, or emer umeme demyseer H.
00CuesENT CATEGDRY NUsstER$ Emannenne (El sw! Quellev Vennamnen M Demment hensemenu a snomd a Caeume 1. and efined a G 321SUP A Desument Cassgery Osanoes. For scenes, ass sparsfisanon preysphis) referensed a Ceemann 2.
13 DRAWINGS (E) 182 Tvemmi temerai Uund 2tLO RT - R ADIDGRAPHec EXAslMATlost 1.1 Oueses Diesusens. Serness med Fema-11.0 MATERIAL DESCRIPTION El PROCEDURES (E). ANO VERIFICATION Man /moumems Deeds 12J WELDING PROCEDURES AND QUALIFl.
REPORTS ft) 1.2 Asunely Drounap CATIONS El. ANO VERIFICATION R6 21J NT - MAGIsETIC PARTICLE E3.AasiNA.
1.3 Step Dead Orussnes PORT 5 M T10N PROCEDUREE 4E). AND VERIFK.A.
1.4 Wlrog D egrene 13J WELD ROD C09fTROL PROCEDURES (El.
T10N REPORTI M 13 Correl Lope Dieyams ANO VE RIF' CAT 1081 REPORT 5 (V) 22J PT - L10Ul0 PLleETRANT EXAMINATION 1.8 P 1(Os 14.0 REPAIR Ff4CEDURES (El. Aft 0 FAJOR PROCEDUNE5 El. AND VERIFICATION 2J PAR 15 LIST ANO COST (El REPAlf' DERfr! CATION REPCitT5 M REPORT 5 M 3J C01sPLETED SECHTEL DATA $HEET5 m)
LEA CLEANING AIIP C0ATING Pfl0CED*JRCS 234 ED0Y CURRENT EXAGE! NATION PR0ff.
4A INSTRUCTION $ (El (El. ANO VERIFICATION REPORTI M DURE 5 (E). AND VERIFICAT10N RF.-
4.1 Ersemen/lannilemen ISA MEAT TRCATIsENT Pet 0CEDURES E!.
PORTE M 4.2 Doeusse AND VERIFICATION REPORTS M 24J PRE 55URE TEST - HYDRO. AIR. LEAK.
4.3 liessemanse 17.9 CERTIFIED MATERAAL PROPERTY RE.
ButOLI OR VACUUtr TEST PROCEDURE 4.4 See $terugs sud Hendhne PORT 5 m (El. AND VERIFICATION REPOR75 M SJ SCHEDULES: ENGl8eEERING AND FAS-17.1 MTR (CereRed tiennd Test Reportal 25J INSPECTION PROCEDURE tE). ANO VEP*
RICATION/ ERECTION El 17.2 Imeest Ten Osa FICAT10tl REPoltTI M LA QUALITY ABBURANCE MANUAL /PROCE.
173 Forme Deus 2EA PERF0netANCE TFET PROCEDURE 5 t.
CURES (E) 17 4 messnal Careftsune of Compimum AND VERIFICAT1018 REPORT 5 M 7J SEISIIIC DATA REPORT El 175 Elecommi Presort, Roomru 281 Mesnamed Tsus BA ANALYSIS Aff0 DESIGN REPORT E) 18J CODE CotsPLIANCE M 28.2 Elecoust Team IJ ACCOUBTIC DATA REPORT (E) 18.0 UT - ULTRASONIC EXAassNATION PRO.
27J PROTOTYPE TEST REPORT (E & VI ISA SAasPLES El CEDURES IE). Afe0 VERIFICATION RE.
25.0 SUPPLIER SHIPPING PftEPARATION PRO.
18.1 Tvesset easity vershussee Seemssu, POR75 M CEDURE E)
7
~
l Appendix C
^q en. -4 74 em e4 nn 10466-c151 AD INSTRUCTIONS ON BACK SEFQtE FILLING IN FORM Thus --
fu Esemanse and ammy venaeuse semame as a to eminaw is amanhem men en emmeste en fare helms, sessaisr's seems a.+ me ese :-
may eman is emer mamammes a meansens er preme ess==ssuem a ammment
'g7$"n'r"s*
auAuTY vEn FicAttos DoculmEarfs gammma sued
(
5.
t 7.
s, s,
is, <
n, it of Casses Ossumy g
M DM susins lessmuse Esemumme Fiset nuests Caussary pe.rsynst amines =
=
ou nessus.
.ssuem
.mear
,',,s,
,ms m,.
To
,,s 2
2 NfA Dim, cont. Proc. (as applicabl.t) 9E*1 I
(Also see F10.1 de M-159, 4.JJ N/,L 1.2 F4.I besmem
- I
'I c.. en 1 n7 5 7-f.t_ *t V/ L 1.3 F4.1 hamreans a*
- I i
See Sb. 1 of 5 mm 1_
^
lemumn i homens (
,t ham.mm 7,
penses hatmofan j tears #mm 4 7_
l l
neems i
f Peerenam6&s hammefi4m I
i l
l l
1 t
i t
i e
i i
I I
i i
l l
f i
4 i
j i
tt ausseurs emer me,
- 14. sessner's Psm me, IL sesseuramasas tL esmausy R Tammteep tr. se,arinse mmmmm.
sa,amver Laevnene. tee,Casoes ns says'apsmehme.
Pa as. a num y.
g 4
... ;g qv ri. assamm n er suust ames as,se see ese assume ensemass-a
..n
.. p f <F u
Cm ammmenessmussmate.massamma,
^
C sma""'
Esmeme Tier-Osw
/
- 22. ins-sms were sur===m amm se messammy mesma -
- ===== a-==
O 'et a =' * . a - '-
"aa' name se insame ass rwem se naammmmeme, sesmusa semisteemme seamme ons 21 Enemmmes Tim Osmany treRummes Osammmme sessman to Esssssursus n===
me en sure ima ness mmes em ammwamme u m N/A N/A saammma sammam nemmen e awam esmem m tasmar 24 QE2 Chesh 4s Tiesisr.ses the Gads? Verrhemes Desummet sufmemas#
CONTROLNS.
FILE NO.
samens huess w ham ess ear ramasense a en esame lasme sonnet OM w
one Anur ACE Chun as o.ne m: % nemmen. Fisti OfRes ther W. thramm Sussemer me so. 10466 r.ussPEc. nuanEn SNUPPS clan o C151(Q)
Elk 3 REV.1 ENGINEEttNG AND OUALITY VEtlFICATION DOCUMENT REQUIREMENTS
,,,,, 4,, $ 1 REPRODUCTION 0f TNil FORNIII AUTHORIZED QSALITY VERIFICATION 00CUnsENT TRAIIIaNTTAL - REPRODUCE THIE SDE DeLY
_., _ _, _, _ _, _ -. _ - - -. - - - - - - - - - - - - ^ - - - - - - - - - - - - - - - - - - " - - ' ' ' - '-
INSTRUCTIONS FOR PREPARING G.321-0 A,
PURPOSE: the e a multeourness form to be und Dv tuver/Centrerter to spessisady insanfy derumena reeuwed of the moos.or to setafy nacif canon ressumesnm.
and a to ta used by me nuesher e a cesar meet for Qualny Venfaserien Documenm iese svenuttag them to em Suver/Contracter.
8.
GENER AL INFORMATION: Enynennes (E) and Quakiy Venficamen (V) Decumann are edsanfed tv estugary nummer and time e sermon M beien.
q C.
USE: A coev of the front of me form shed be temposed 6v the suneher and promend to the tuver's/Contratter's lametter ateng om me apolcante Quairry Venfstemen Ostemme for he somose ener to teleme of the unt(s).
D.
OltTR19UT104: When mooceen reisem as comp 4sind. the Venf.esnen Documents em to se dennbuted to the rensettse aedromus sheen tason a accareence enth the desenbusen seen mentfed in Cetumn 7. A copy of the comperted Form G-221-0 must ascemessy som "panage"of Verrficaten Documents to its deamsten. Also,a emey of cemetesse Form G-321-0 is as he included unh the haremere shipment and a copy ont asseretsey to the Protect Fed Casswy Consel Engmeer at me seente.
Case a.
Code b. With haremere shienunt Come c.
Project Engineering Manager See Contract SNCPPS 10466 12 Bechtel 15740 Shady Grove Road -
Gaithersburge Maryland 20760 E.
DEFINITt0Ns 0F TE#Nds: (see amm Demment Comesv Defmetism G.321 SUP Al tsspiser - This e a gnamns sma and a synenvmous um me senes sneer, senser, convertire, st<enerarter, wt. mise 6er. eu.
Repreemmens - son to lashe dashesend by sumer murerspeedmenen er - _ ery presenL v
IhmeSe - 39 mum 'maseelm consonnseg to tee e
_ of the n documenet When not spenfed. suppher med head he sended for asammel.
PMor Aapesal Resumed - Osuheel aussemi snoused ener to es of desumann a the esmos, fuhnennen, umanseen, or other mort preenL hund - she firar estmHead of 8 desummut en mEssamme m$ Ge Smeede mutusty asmed to by the byer and me eme6mt.
Final - the submutui test suessa the summsenen of ve6sse commune, or the somossa subauttaf regened. Bem are to be asessted ener a rendenne fasi permont.
Omummes simmstead a fusi mas te full sias represushiss mese from oriensi d-== Adessent to the ties block, such eressmg must be cartefud and sheer Suver's set enie, see nummer, purahuss ereur nummer,lismi commment, tag er code number, and the manufseturst's asnel numbertti.
CaroRed - es emed Signesuse and T6es of an aumenaud and romennets emoseves of the aussher.
N/A - less apsmasede - een he used for snessieumi enenos, casumns and has by Preemet Enyneunns. and fer memeusi entnas tv ine asesier.
F.
BECNTEL ENTRYINSTRUCT10Ns G. SUPPLIER ENTRY INSTRUCTioses Emyy see.
Infanummen Resumed Entry No.
Infennsteen Resuwed 1 Esner Desenset Camenry asunser.
8 Enter numeur of pasm of essh type of Quauty venimenen 2 Ener $ssuReseen pampuse rosarenas.
Documann esag meanies for the umets) bang resmusst son 3 Make as stry. Raames to hand of enois reeuwed.
Statement of Confermace en 6me 21.
4 Enur the number of esse had of copy ter *menal" or "finsf*
12 Enter enmarts e arproonse, when e someteen he secuned, manuttum of Enyisonne Darumanes reference me onnenents) and 8vver/Contrator's aumeruenen 5 Esaur mesessi snousemat by X unser "Ym" or 90e* casumn.
m the celemst and messes e e aumeruenen escumanuts) m 8 Enese es nenneur of aust kmd of smov of Quality Venfissoon me Venficaten Daumet Pactags.
Desummum reeuwed for russes of the num er suunseen.
13,14,t6 Enest menrumma a roeurred.
7 Enser Osamy VenRumen Denemme emmemman enes estier in 1g Emeur me numann of uma casend Dv the Qua6sey Venfassen esaseemse sua ammynen 0 sasus.
Oseumen tems mesmaiad. For ese voeumeen item as. beme a femme no enev. For mesher um eney.
rumsmed proude a sesamme espy of me comessed tenn and me 3 gamme hamerior to semessa usan ruess. $ise en has 22.
susperung Qualav Ventaarme Documenet 10 Enser Gemed Enynamnne reumn cesAnnamen. Siys en ims 23.
17,18,19 Ener meermanen a rueuwsd.
11 teshed OCE to semisism east 4n. Sipi se Ene 24, 20 Enter scenafunnen nunear (si transmie to the unst W tems 12 Ener remarks e asossense.
,ummed, a4 anaf no heet ne of maser cessenent, cunie rams as erotherunseusdesgarier H,
00Cua8ENT CATEGORY NUsstER$ Enymusnng (E) ed Qushev VenRemen N) Osumment Roomwomsen a enered a Column 1, eid defined a G.321,8UP A Deumet Campery DeResent For seemis, me asunsamen punyesh(s) redemned in Calumn L 1A DRAWING 8(E) 18.2 TysumiIluseruf Ussd 2tLa RT - R AD10 GRAPHIC EXAMINATION 1,1 Qualene Demonsens, $sness and Faus-11J MATERIAL DESCRIPn088 (F)
PROCEOLRES (E). AND VERIFICATION
_ " ' _. Osuds 12J WELOING PROCEDURE 5 AND CUAUFl.
NEPORTS(V) 1.2 Ammato Orsosugs CAfl0NS El, AND VERtFICM10N fit.
21A MT - MAGNETIC PARTICLE EXAMINA.
v 1.3 shes Deist Drummies PORT 8 N)
TION P90CECU1ES (E), AND VERIFICA.
1.4 wirme Dieymms 112 WELO 200 CONTROL PROCEDUPE5 El, TION PrPCRTS NI 1.5 Carrirelleyc osepass ANO VERIFICAT100t REPORTS (V) 22.0 PT - UQUl0 PENETR ANT EXAMINATION 1.8 P 810s 14J REPAIR PROCEDt%ES (E), AND MAJOR PROCEDURES E) AND VUt:FICATION 2A PART3 LIET #.100 COST E)
REPAIR VERIFICA(ION REPORT 3 NI REPORTS WI 3.0 ColePt.ETED BECMTEL DATA $ HEE *11 El fl.g gLEAk NG AND C04TtNG PROCEDURES 22J E00Y CURRENT EXAMINAT103 PROCE.
84 iltfRUCT10ftSE)
E). Aas0 VERIFICATION REPORT 3 (V)
.0 U R ES (E), AND VERtFICATIGN RE.
4.1 Erarnennasselsnan 1EJ HE AT TREAT 1 TENT PROCEDURE 5 El.
PORTE N) 4.2 Desreens AND VERIFICATION REPORTS W) 24J PRESEURE TEST - HYORD. AIR. LEAK, 4J Moussamase 17.0 CERTIFIED MATERIAL PROPERTY RE.
SU88LE OR VACUUM TEST PROCEDURE 4 4 Sise $rerege and Hendgag P0RT3 Ni tt), AND VERIFICATION REPORT 3 NI
5.0 SCHEDULES
ENGINEERING AND F AS-17.1 MTR (Carn 6sd Mennus Tee Reports) 25.0 INSPECT 10N PROCEDURE (E), ANO VER-RICATIONMRECTION El 17.2 Imames Test Dem FICATION REPORT 3 N)
(J QUAUTY AR$URANCE MAssuAL/PROCE.
17J F snm 0am 2$3 PERFORMANCE TEST PROCEDURES Ei, -
DURES IE) 17.4 Meansi Careficme of Commissage AND VERIFICATt0N REPORT 3 N) 7A SEISI40C OATA REPORT El 175 Elurinsal Presurry Resern 28.1 Weemnacal Term SJ ANALYSIS AND DESIGN REPORT El 18J CODE COMPUANCE N) 28.1 Elsetnce Team RJ ACCOUETIC 0 ATA REPORT (E) 18.0 UT - ULTRASONIC EXAMINATION PRO.
273 PROTUTYPE TEST REPORT E & VI 152 SAlePLES fti CEDURES El, AND VERIFICATION RE.
28.0 SUPPLIER SHIPPING PREPARAT10N PRO-1861 TwenM esmosy VenRummes Demumann PORT 3 N)
CEDURE E)
m Appendix C
' Specification N1. 10466-C151 EAD INSTRUCTIONS ON BACK SEFORE FILLING IN FCRMl Then resamummes for Emanamme med assey vmMamens Omemme== to to fdRad is sammense som as senadste me fare natum Sepher'slaihms a omsty met time __
may muut is meer sammelhaam er amehetling si inymmet mass namelemme is -
E m
p gyg SUALITY VthlFICATION DOCURIElfTS Dessemat Eind
(
L L
7.
L L
IL 11.
tL of Casum Quemmy g M
Dias assem imemaan Enemmnas Fixed nemmes goings,y ma. nymph OC a mm.m asume.
.amed
.nses, ler Code Chant llhemb-h kined: Fini Yu
- m statuam 2.2*
2 2
w/A Mat arf a1 anne. ecmearison um,wn=
y 3.0a* '
^
2 b
17.1 3.1.1* ham,mem N/A m '
N/A l12 2
b Papademeh ham,umm N/A 18.0 8.3e N/A 3.2.22-
^^
2 2
2 b
14.0 3.2.3"inuamm 1
I 12 inuman hymduman z 2
.r.
12.0 4.2.2* immune I
4.4.Jehmosesmen Z Z
Z b
14.0
& d* kname.
I N/A phandsman hamme.
numme.
Pomm8mmth hammme ansame l themen i
i *wr4 4re4, in m _w two I
I I
i 4
I I
ti aussers een a6 34.assaurina en it sausaursone amm a GammV e.
u._. u s 2 a w eamamman..
sa ausseummeden.nserene ans it smyarmaniemme, a Tommaser P.O. am & Rub L,
gqr j,
.3
(
at assaan, es mempem ananw amesessnemsn esammme s_ n Caemumm ammensammmmmunistimminimunessammmmma
~
asammet n
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FILE #4.
Summmes hemme huse tema emmmmmf auf ther esamm to tem hedomre stuma smMfmL QCI 5emame Dem Afar GCE Chamb 4m Osmream a: Pommerummma tenummer. Find Offim stammer. Muered $smewmar Jos n0.
10l*66
- j SNUPPS
' 01 Pac. nutetR s 2n-0 C151(Q) in s nev.1 ENGINEERING AND QUALITY VERIFICATION DOCUMENT REQUIREMENTS susti 5 08 5 12 REPR900CT408 0F TMS FORM S AUTWORIZE0 QUALITY VERIFICAT105 00CURIEffT TRA8ElsTTAL - REPRODUCE TNB1340E OWLT
MSTRUCTIONS FOR PREPARII18 6 3210 A.
FuRPGsE: Th. is a mee,wum se. m w und my a vw/Cenemer a manfus, idonef, ess meumd se me sier a missy ra me m.umn,,,
ad is a w und by me mener e a cesw mesi ser Qushtv Venfisenen osaams own aitmenme som a de s ve/Ce wear.
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8.
GENERAL INFORMAfl0st: Enynamnne (E) and Qushev VenReesen M Desumene se idemaRed by esmewy numeur and age in menen H holes.
O C.
USE: A copy of me trent of mis form edi he temptend by me suecher and prended to me tuver's/Cameussers tausrew along um me ophasene Qushey v Reseen om.mme is, he me== ener to teams of me mannt.
D.
0:sTRieun04: im== imemenen remem in sensisind.e. Venfammen 0. summa se a m disse ed a me messe adamse me mio. = mesense nei me dereseen asas osofed in Column 7. A sesy of me sempieted Fonn G-321-D mest ensomseny assh "peskaps* of VenRumen Desumens to its danmatsen. Alas, e ampy of somstead Form G-321-0 e is he mesuded use me heroemre shoment and a sepy ont assassiv to the prooms Feed Quaktv Ceased Enynner at the potens.
Com e.
Cemm.w.m9re e mennent Cads c.
Project Engineering Manager See Contract SNUPPS 10466 g
Bechtel L5740 Shady Grove Road
~,aithersburge Maryland 20760 E.
DEFtWrT10Ns 0F TERus: tess asse Ossument Causesrv Osimween G4214WP Al asessier - Tius e a asamn ann and is synonymean em she unas user, usador. eeneerter, ast<entrerter, amb-suosier. sec.
NWredissese - een of W dufisend Dv einer IntremDremIEDen er EfettrosatIE Orv preseE.
Ihsr Alm - 39mm messe66m matermag te ese seneramans of the n.
desmemme. When not mached, aspelar men meet he senord for sopreusl.
Pner Asamimi Resumed - Osaksel angsenal remused snar to um of desumene in the dumpi.lutnamen unanseen, or emer uurt presuL inend - me first semittel of a ensusunt a messeenes een the ashedues mutuspy speed to by the Ouver and the agg6ier.
Finsi - the mennist that sehens the nes6 sues of resse comunana, er me ameien sunnwetsi renewesL Bem em to be asumend ener a rendenne fuel pavenst.
Dreannes subastted as f6nef must se full mas reareduchess mese flem ernemal - Adissent to stie trile nieck. sem desinns must te sortehed and show tuver's jet tats. jet numeer, parahams enter number. imes aquement, tag er sees nunther, and the manufestwar's smed numberhL Carpf ed - the eased Siptsesse and Trele of an aumenses and ramenebee empleves of the sopher.
N/A = Net spehmete - can be med for utdandual eninsL columns and una by Protset Enyr:ssnne, and for meendusi seines by the mesher.
F.
SECMTEL ENTRYIN2TRUCTIONS G.
SUPPUER ENTRY INSTRUCTIONS Emery see, tafernmoen Reeuned Entry see.
Intennsten Reemrud 1
Enter Deemmet Cassesty summer.
3 Enier numeur af pass of essa type of Quaktv Venneanen 2 Enter Sescificaean eermynen roterance.
Datumsne tenig asemaried for the unit 4) Deng resemos. Siyt 3
Make ne entry. Reima to tuut of means mouwed.
Setement of Centsammte on luis 21.
4 Ener the nummer of essa ked of copy for "inrhai" or " final" 12 Enter masts e asereoness. When a desionen he escurred.
arbaustess of Enynsa mg DarumentL mferense the desessents) and Sever /Contruster's aumentsmen i Enser morous reeuwesent by X unese "Ye* or "Ne* counn.
m ma conven, and uissues she aumensaten documanuel m 8 Ener me numeur of een kmd of copy of Quelny Venficaten me Venficanon Datummet Perhage.
Decomme rueuwed for reessue of the som er suudseen.
13.14,15 Enser intermusen a rueused.
7 Emer Casav VenRessee Ossument dotntunen som 6sner a 16 Enser me nummers of ums asumed by the Qameny Vennsumes seaweenes esta sempesh D show.
Desumme taas annuned; For assi resusumen som no. tone I mate no eney. For suesser me essy.
resund asemes a mesuse cany of me cemessed fann and me 9 besnin himsener te ceassem noen reimme. Sign sa ime 22.
mesarong thiskey Venfuesen DesummeL 10 Enser bessel Enynannne resines con 6r noon. Sipi en has 23.
17,18.19.
Ener mesemanen a reeuwed.
11 tenhof QCE to comesse. snardui. $sys en han 24.
20 faar semisfiumes noneer (s) wusemens to tse uma tal amag 12 Ener mensras a enerosnest messed, e4 spie; es hast ne.of mener someonent made reus nn ersteerunsenetempueur H.
00CumENT CATEGORY WulstERE Enynamnes (El and Osselev Vennessen M Denoment Assumumans a mesed a Casuen 1. ad defined se G3214UP A Desumet Csesserv Oshness. Far needs. see semasReanen peepushh) relpensed in Calene L IJ DRAWINGB(E) 18.2 Tysmallemssun gsud 18 RT - R A080GRAPMeC EXAallNATION 1.1 Denhne Dimoussue. Sarmass and Faus-11J MATERIAL DESCRIPT105 (E)
PROCEDURES (E). AND VERIFICATION deman/thesmans Doesh f2J WELDING PROCEDURES AND QUAUFl.
REPORTI NI 1.2 Assuntfy Dreannes CATIONS El. AND VERIFICATION RE.
21J NT - MAGNETIC PARTICLE EXAmlNA.
1.3 Sies Deemi 0rummes POW 11(VI TION Pfl0CEDURES (E), AAD VERIFICA-1.4 theme Diesens 11D WELD RDO CONTROL PROCEDURES (E1 710N AlfPORTS M 1.5 Cameret Leys 06symms AstF VERIFICAT1088 REPOR75 fv) 22J PT - UQUID PENETHANT EXAMINATION 1.8 P & los 14J R1PAla PROCEDURES El. A880 MAJOR PROCEDURES (El, AND VERIHCATION 2J PARTE LIST Alec COST E)
REPAla VERIFICAT10ll REPORTE M REPORT 5 M 10 Coat 9tETED SICHTEL DATA SMEETS tEl ILO CLEAallNG AND COATING PROCEDURES 21J ED0Y CURRENT EXAMINATION PROCE.
4J INSTRUCTIONS E)
(El. ANO VERIFICATION REPORTI M DURFS (El, ANO VERIFICATION RE.
4.1 Eressen/Insedenen IEJ HE AT TREATMENT PROCEDURES 5),
PollTE M 4.2 Dessene AII0 VERIFICATION REPORTS M 24J PRESURE TEET - NYDRO AIR. LEAK.
4J thmnunsus 17.g CERTIFIED alATERIAL PROPERTY RE.
BUSSLE OR VACUUM TEST PROCEDURE 4.4 Su Semese and Handling PORT 5 M El. AND VERIFICAfl0N REPORT 1 M
$J SCHEDULES: EllGINEERING AND FAS-17.1 NTR (CareRed itemrus Tant Asperes) 25J INW'ECTION Pfl0CEDURE El. ANO VEP" RICAT105/ ERECT 10N (El 17.2 tasmet Test Osse FICATION REPORT 5 M 8J QUALITY ASSURANCE MANUAL /Pft0CE.
17J Fernm 0am 2sJ PERFORuANE TEXT PROCEDURES tm.
DURES El 17.4 meanni Cervliaum of t'-v==
AND VERIFICATION REPORT 3 M e
7J IEIMBIC OATA REPORT (El 173 Enervime Pvuomsiv Reents Et sammensalTest BJ ANALY315 AND DESIGN REPORT (El ILS CDOE CotIPUANCE M 25.2 Elemned Tens SJ ACCOUSTIC DATA REPORT fE)
ItJ ITT - ULTRA 80NIC EXAanNATION PRO.
27J PROTOTYPE TEST REPORT E & VI 1&S SAIIPLES El CEDURES E). Amo VERIFICATION RE.
10 SUPPUER SMIPPueG PREPARAT105 Mto-10,1 Typimi enumsy VasRamses Samumme PORT 5 M CEDuitE E)
____----_2-
Specification No. 10466-C151 APPENDIX D d
SPECIFICATION TOR VACUUII LEAK TESTIIIG TOR REACTOR BUILDING WELDS D1.0 SCOPE This procedure specification is to be used for leak testing all liner plate welding required for containment integrity and forms a part of the Liner Plate Specification.
")2. 0 PROCESS The vacuum test employs a vacuum box which can be placed over the test area and evacuated.
A soap suds solution previously applied to the test area is.then observed for leak indications.
U3.0 EQUIP:CIIT D3.1 Vacuum Box The vacuum box shall be oortable and have a viewing vindow large enough to view the complete test area, and to allow sufficient light to enter the box for proper examination.
The box shall be capable of producing and holding a pressure differential of at least 8 psi.
A gauge shall be placed in the system
,to verify the required pressure differential and to detect vacuum seal or other type leaks in tne equipment.
33.2 Soap Guds Solution The solution shall consist of equal portions of corn l9 syrup, liquid detergent, and glycerin.
The solution shall not be prepared more than 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> preceding the tests,.and its bubble formation properties shall be checked with a sample leak for each batch of the solution used.
A commercially available test solution may be used after approval by the owner's agent.
I D-1 Rev 9
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Specification tio. 10466-C151 D4.0 TEST PROCEDURE D4.1 Surface Preparation In general, satisfactory results may be obtained
'when the surface is in the,as-welded condition.
(a)
Prior to vacuum-box' examination, the surface to be examined shall be cleaned free of slag, scale, grease, paint, or other material which would otherwise interfere with the testing procedure or the interpretation of the test results (b)
Typical cleaning agents which may be used are wire brushes, detergents, organic.
solvents, descaling solutions, and paint removers 04.2 Drying after Cleaning Drying of the surfaces to be examined, after vet cleaning, may be accomplished by normal evaporation or with forced hot air, as appropriate.
A minimum period of time shall be established and included in the written procedure to as3ure that the cleaning solvents have evaporated prior to the application of the bubble solution.
D4.3 Bubble Solu' tion Application The bubble solution shall be applied evenly over the entire test area, using brushes or other apolicable means.
. D 4 -. 4 Solution Application Time Application time is critical, particularly 12 t*1e surface is warm.
At temperatures betuees 40 and 100 F the solution shall not be applied more than one minute prior to testing.
D4.5 Temperature of Surface Being Examined As a standard technique, the temperature of the surface of the item to be examined shall not be l9 below 40 F nor above 100 F throughout the examination period.
Local heating or cooling is permitted provided temperatures remain in the range of 40 to 100 F during examination.
Uhere it is impractical to comply with the forogoina temperature limitations, other temperatures may be used providad that the procedure is approved by t.le Owner's agent.
D-2 Rev 9
l
Sp;cificcticn No. 10466-C151 D4.6 Application of Vacuum Tne vacuum box shall be placed over the examination area and evacuated to at least 5-psi. pressure differential with respect to atmospheric pres.1ure.
The 5 psi pressure differential shall be verified by the gauge and maintained for a minimum time of 20 seconds after the vacuum has been obtained.
An overlap of 2 hches shall be used for each subsequent examination along the seam.
u4.7 Visual Examination When performing the visual examination, access to the area to be viewed should permit placing th eye within at least 24 inches of t.se surface being examined.
- lirrors may be used to improve the angle of vision, and aids such as magnifying lenses may be used to illuminate the arca to be examined.
The lighting in the area to be examined shall be a minimum of 350 lux (32.5 foot candles).
.)5. 3 WALUATION OF II DICATIO!1S
' All indications of bubbles shall ';e evaluated in terns of L.12 acceptance standards.
]6.3 PROCEDU."I SPECITICATIO 7 2EQUIRE*C'1TS
- .)5.1 The Contractor shall certify that the required written 1
2xamination procedure specification is in accordance uith applicable requirements of this Specification.
The required procedure specification shall record, in detail, at least the following infor:tation:
a.
Size of vacuum box 3.
Type ef gasket material c.
Length of weld examined each test d.
Brand name and specific typs (number or letter designation if available) of bubble 3olution Details of the method of preexamination 2.
cleaning and drying, including cleaning materials used and the time allowed for drying f.
Details of the method of bubble solution application, the length of tire that the solution remains on the surface prior to D-3 Rev 1
-4 4
Specification No.10466-C151
'1 testing, and the temperature'of the surface t
-during the. examination if not within the 40 and 100 F range.
g.
. Method of postexarination cleaning, if
'perforred. '
C6.2
' Requalification is required:
When any prior processing which may affect a.
the bubble solution examination is changed; included here are processes which ray close.
any discontinuities. or leave. interfering -
deposits.
b.
When-a change or ' substitution is made in the type of precleaning raterials or rathods.
c.
When a. change or substitution is made in the type of bubble solution raterials.
C7.0 RECORDS Copies of procedure.and personnel qualification and 3
examination results shall be raintained and be available to the owner's agent.
I C-4 1
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Sp cif'ication N3. 10466-C-151 APPENDIX E SPECIFICATION' FOR
' FURNISHING, FABRICATING AND DELIVERING OF NOli-PRESSURE BOUNDARY REACTOR CAVITY LINER AND SLEEVES (NON-Q)
E1.0 GENERAL E1.1 This appendix shall apply to all carbon steel liner p1 Ate including penetrations as shown on drawing C-OL2930 for the non-pressure boundary portion of the reactor cavity.
E1.2 Where listed below, the referenced sections of Specifi-cation 10466-C-151 shall apply to this appendix.
E2.0 SCOPE OF WORK E2.1 Sections 2.1.j, 2.1.k, and 2.2 of C-151 shall apply.
E2.2 Liner plate for the non-pressure boundary portion of the reactor cavity liner, including penetrations as shown on the drawing and stiffness and welding backing plates.
E3.0 CODES AND STANDARDS E3.1 Sections 3.1, 3.2, and 3.3 of C-151 shall apply, except the abbreviation "ASNT."
s E4.0 DRAWINGS E4.1 Section 4.0 ci C-151 shall apply.
E5.O MkTERIALS E5.1 Section 5,.*.1 shall apply except that traceability to heat need not be provided.
Items b, e, and f of Section 5.1.4 and the entire Section 5.2.4 shall also apply.
E5.2 Sections 5.1.3. a, 5.1.3.b, and 5.1.3.c of C-151 shall apply except that impact testing shall be deleted.
{
E5.3 The Contractor shall furnish the owner with certifi-cates of compliance for all permanent materials.
j5 l
E6.0 FABRICATION I
l E6.1 Sections 6.1.1, 6.1.2, 6.1.3, and 6.1.5 of C-151 shall l
l apply.
I E-1 Rev 5 l
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\\.., g Specificabicn N3. 104'66-C-151 i
^\\.
E7.0- WELDING y
E7.1 Sections 7.1;1,.7.1.6, 7.2, and 7.3 of C-151 shall apply.
E7.2 The qualification of welCers, welding machine operators, and welding procedures 'shall be in accordance' with AWS
.D1.1 or Section IX of the ASME Code.
E8.0 SURFACE PREPARATION AND PP.IMER PAINTING E8.1 Steel surfaces which are not adjacent to or embedded in concrete shall be prepared and primed.
E8.2 Surface preparation shall be in accordance with Steel-Structures' Painting Council Specification SSPC-SP10..
E8.3 The primer paint shall be an inorganic zinc primer selected from the.following list:
Carbo-Zinc 11 Carboline Company, St. Louis, Missouri Dimetcote 6 Ameron Corporation, Brea, California Mobilzinc 7 Mobil Chemical Corporation, Edison, New Jersey E8.4 Film thicknesses of coating shall be not less than 2.0 mils DFT and not more than 4.0 mils DFT.
E8.5 Sufficient quantities shall be supplied for field touch-up of repaired and/or welded areas.
E9.. O TOLERANCES E9.1 Sections 9.1, 9.2, 9.3.1.1, and 9.3.1.2 of C-151 shall apply.
E9.2 The radial location at any point shall not vary from the design radius by more th.m + 1 inch for cylinder liner plate and more than 3/8 iEch for pipe sleeves.
E9.3 The deviation from true vertical for any 10 foot plate shall not exceed 3/4 inch.
Plates cf other heights chall be. checked for linearly varying tolerances.
E9.4 The installed radius of the reactor cavity liner plate at Elev. 2020 feet 11 inches shall be within +1/2 6
inch of the design radius measured at 30-degree intervals.
E-2 Rev 6
k SP cification No. 10466-C-151 9
Y APPENDIX F SPECIFICATION FOR DESIGNING, FURNISHING, FABRICATING, AND DELIVERING OF REACTOR BUILDING LINER PLATE STIFFENING AT POLAR CRAIE BRACKETS F1.0 GENERAL This Specification is intended to cover the reactor building liner plate stiffening required to support construction loads imposed by erection of polar crane rail support girders and rails prior to concrete embed =ent of the polar crane brackets.
Where listed below, the referenced sections'of Specification 10466-C151 shall apply to this Specification.
F2.0 SCOPE OF WORK F2.1 Designing, furnishing, fabricating, and delivering of additional stiffening on the liner plate required to support construction loads imposed by erection of polar crane rail support girders and rails prior to concrete embedment of the polar crane brackets.
F2.2 Sections 2.1.1, 2.1.k, and 2.2 of C151 shall apply.
F3.O CODES AND STANDARDS F3.1 Section 3.0 of C151 shall apply.
q
(
F4.0 DRAWINGS F4.1 Section 4.0 of C151 shall apply.
l l
F5.0 REQUIREMENTS F5.1 Design Criteria l
F5.1.1 Tne additional stiffening shall be completely designed U
in accordance with the AISC Specification for tho l
Design, Fabrication, and Erection of Structural Steel for Luildings for the following loads acting together:
a, Deadweight of polar crane support girders and rails as shown on drawings C-052711 and C-OS2963.
b.
Impact due to placement of girders on the brackets equal to 25 percent of the deadweight described in (a) above.
The i= pact shall be considered to act in three orthogonal directions at the same time.
c.
Live load equal to 2.0 kip concentrated at the intersection of girder and bracket centerlines.
4 F-1 Rev 9 l
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Specification No. 10466-C151 l
F5.1.2 The reactor building liner plate is to be assumed completely erected to the springline (El. 2135 '-0")
independent of concrete elevation.
l11 F5.1:3 The design shall assure that the tolerances. described in Sections 9.3.1.3, 9.3.1.4, 9.3.1.5, 9.3.2, 9.3.3,
~ and 9.3.4 of Specification C151 are maintained under the loading conditions described herein.
1 F5.2 Any stiffeners attached to the inside of the liner plate shall be removed after concrete has been placed near the springline (El. 2131'-0").
Any stiffeners attached to the outside of the liner plate may remain in place.
Provisions shall be made to preclude any i
obstructions to corscrete propagation during concrete placement (i.e., vent holes).
F5.3 The analysis and design calculations shall be sub-mitted to the owner's Agent and approved prier to fabrication.
F6.0 MATERIALS F6.1 Sections 5.1.4b, 5.1.4e, and 5.1.5 of C151 shall apply.
F6.2 Section 5.2 of C-151 shall apply.
F7.0 FABRICATION F7.1 Secticns 6.1.1, 6.1.2, 6.1.3, 6.1.5, 6.2, a d 6.5 of C151 shall app?.y.
F8.0 WELDING FE.1 Section 7.0 of C151 shall apply.
o F9.0 SUAfACE PREPAEA'MC14 AND PRIMER PAINTING F9.1 No surface preparation cr primer painting is required fer the rtiffenerse j
F10.0 TOLERANCES F10.1 Sections 9.1, 9.2, 9.3.1.1, 9.3.1.2, and 9.3.1.9 of C151 shall apply.
Fil.O QUALITY PROGRAM F11.1 Section 10.0 of C151 shall apply.
F-2 Rev 11 l
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e
- Specifientien N3. 10466-C151 i
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V
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F12.O DOCUMENTATION F12.1 Procedures which are submitted under C151 may be used for those procedures required by this Specification when the applicable sections of C151 are referenced herein.-
l F12. 2 - Quality verification documentation shall be sub-mitted in accordance with this Specification and all referenced sections of C151.
e l
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F-3 Rev 9 O
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Specification !!o. 134GC-C-151-Hi..
4 APPE;IDIX R o
' BUYER'S INSPECTION PROCEDURES-R1.0 SCOPJ This appendix details the responsibilities with regard to the inspection of material / equipment covered by this Specification and outlines the activities to be performed by the Buyer's-inspector, all in accordance with Exhibit "A", General: Terms and Conditions, Paragraph 17, titled " Inspection: Rejection of Materials and Workmanship".
R2.0.
RESPONSI3ILITY
~
The prime responsibility for inspection of all-naterial and werk rests with the Seller.
The inspection or its vaiver by the Suyer does not relieve the Seller of any obligations or responsibility to perform in accordance with all requirements of the Specification.
R3.0 ACCESS The Buyer's' representative shall be given free access to the Seller's and his subsupplier's manuf acturing facilities.to inspect and report on work in all paases of design, manufacture, examination, and te. sting.
P.#.O IITEPECTION POINTS R4.t Inspection observations en material produced under this I
Specification shall include, but, not be M. tited to, the witness and hold points listed in Paragraphs 4.2 and A3.
l R4.2 111tness Points k
Witness points are defined as critical steps in ma.nufacturing and testing where the Seller is obligated to advise the inspector 5 days in advance of the start of tne operation so that it may au witnessed by the inspector.
However, the work may proceed past the witness point if the inspector is not available at the appointed time.
The following activities are classified as vitncss points, and will be witnessed on a first-operation aasis for each approved procedure, and periodically thercafter:
R-1 Rev 4
.___-_-__--_-m---
l5
(;'{o1
~
' : o' jyu. 4 Y Specificati.on R9.'10466-C-151
.m
,t g
'a.
In-process nondestructive examinations on pressure-boundary. items and. welds for each type of-l9 awamination.
L., Fit-up andJwelding for each Buyer-approved procedure.
p c.
Postwald heat treatments for each Buyer-approved l
- procedure.
.. d. -
Vacuum box tests on reinforcing' pads.
L
.e.
.lajor weld repairs on pressura boundary items and l9 welds.
i f.
Surface preparation and painting.
R4.3 11old Points
' Hold points : are defined as critical steps' in manufacturing and -
. testing where tho' Sallcr is obligated to advise the inspactor.
5 days in advance of the operation so tnat it may be witnessed by che inspector.
The Seller shall not proceed with the work past' the hold point except by written waiver (agreement by the inspector).
The following' activities are classified as hold points, and vill Lc_ witnessed or.pcrformed by the inspector for each item manufactured:
nevi &w and sign-off of all completed radiographs.
a.
l l
b.
Hydrostatic and/or leak tightness integrity testa L
when perforced in shop on completed components.
1 c.
Final inspectierr for materials of construct t.on, dimensions, general workmanship, cleanliness,
- .tarhing, tagging, and preparation for shipnant on completed units of shop fabrication, d.
..eview and signoff for completeness and accuracy of Sullcr quality verification documents.and release for shipment.
R5.0
,.CCPTI.:iG The Euyer's release of any material furnished by the Seller or
.his subcontractors shall not imply acceptance of the material or in any way relieve the seller of his responsibility.* rinal acceptance of all materials is made at the jobsite.
R-2 Rev 9
_ = - - - _ _ _ _ _ _ _ _ _
fl.p i MYN-77 Piroi A.d.j9]t.Qs
.a Gaitharsburg Power U
pi,i. ion Specification No. 10406-C151 A (Q) 3ch No. 10466 ff.,.5f-3%
TECHNICAL SPECIFICATION FOR
\\1ME.NTg ERECTINc REACTOR BUILDING LINER PLATE ISBUED k AND ACCESSORY STEEL JUN ' 51984 l
rOR Tau ACCOUNTABLE STANDARDIZED NUCLEAR UNIT upt p -
POWLP PLANT SYSTD' h
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%(y (SNUPPS)
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l 1.:.ctIEl. DOCUMENT CON W'.
l PROJECT 71h Bechtel Power Corporation Gaithersburg, Maryland No.
Date Revisions By Ch'k Approval 8
f*l~ 77 Revised Section 8.5
/
Bd. 'Q%
9 II* hM.Revi_s,ed,Sec,tions 3.4, 7.5.3, and App. C T.
y,gy, _ _
10 3 2-7f Revised Section 8.0 MMM h M 11 5f(-T Revised Section 6.4 d,[
inco orated SCN #C151A-3-1 and Revised as
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6-2 7-74 Revia.d seetinen 3.0. 7.0. 8.0 & Appendix C t(,
bgf b 6 2 /f((
Revised as Noted r
7 Revised Sections 2. 0,4. 0,6. 0,7. 0,8. 0,10. 0 & P '
@ ~l.-
' M Added App. F gyj I
_-77 App. D.
p 1
Specification No. 10466-C151A
, -s L
TECHNICAL SPECIFICATION FOR l
ERECTING l-REACTOR DUILDING LINER-PLATE AND ACCESSORY STEEL 1.0 GENERAL This Specification for reactor building liner plate is intended to cever the erection of the complete liner plate pressure boundary for the nuclear power plant facilities described herein.
2.0 SCOPE OF WORK 2.1 Work Included The work to be performed consists of furnishing all field technical personnel, labor, supervision, material, tools, equipment, and transportation and the completion of all operations to do the following:
a.
Erection of all liner plate in the pressure boundary b.
Installation of allppenetrations in liner plate c.
Installation of equipment hatch, personnel access hatch, auxiliary access hatch, and sleeves d.
Installation of polar crane brackets e.
Installation of floor brackets and support brackets f.
Testing and inspection of welds and providing documentation required by this Specification g.
Weld metal for erection h.
Deleted i.
Unicading of material and equipment j.
Onsite storage of material k.
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. G, q Md 1[/77 Revised Section 8.5 YM W.\\[/4' d
5 7.y Issued for Bids P
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DATE R EVt$10NS Y
CK D REVISION STATUS SHEET JOB NO-10466 R
TECHNICAL SPECIFICATD N FOR ERECTING REV.
5 REACTOR BUILDING LINER FIATE AND 4
ACCESSORY STEEL FOR SNUPPS Specification 10466-11 g
C151A(T
_____________A
4.;f Specification No'. 10466-C151A uq i
- TABLE OF CONTENTS 1.0'
. GENERAL 2.0.
. SCOPE OF WORK' 3.0' CODES AND STANDARDS 4.0
' DRAWINGS
- 5. 0 -
MATERIALS' 6.0-ERECTION
'7.0 WELDING 8.0.
SURFACE PREPARATION AND PRIME COATING 9.0 TOLERANCES 10.0 QUALITY ASSURANCE' APPENDICES
-A DELETED-B SPECIFIC QUALITY ASSURANCE REQUIREMENTS FOR COATINGS l7 C-FORM G-321-D ENGINEERING AND QUALITY VERIFICATION DOCUMENT REQUIREMENTS-D SPECIFICATION FOR VACUUM LEAK TESTING OF REACTOR-BUILDING WELDS E
SPECIFICATION FOR ERECTION OF NON-PRESSURE BOUNDARY REACTOR CAVITY LINER AND SLEEVES (NON-0)
F SPECIFICATION FOR ERECTION OF REACTOR BUILDING LINER l7 PLATE STIFFENING AT POLAR CRANE BRACKETS ATTACHMENTS 10466-QA1 GENERAL REQUIREMENTS FOR SELLER QUALITY ASSURANCE PROGRAMS Page i Rev 7
Specification No. 10466-C151A l
1.-
Field surface preparation and painting of-ground assembled dome liner plate sections at the Owner's option.
2.2 Work Not Included a.
Furnishing and fabricating liner b.
Furnishing and design of equipment hatch, personnel access hatch, auxiliary access hatch, and sleeves c.
Final structural and leak rate test d.
Furnishing and installation of polar crane girders'and rails e.
Installation of embeds in base mat f.
Field nurface preparation and painting of liner
-{7-plate except as noted in Section 2.1.1 above.
3.0 CODES AND STANDARDS 3.1 When codes and standards are referred to in this Specification, they shall be as follows:
a.
American Institute of Steel Construction (AISC), Specification for the Design, j
Fabrication, and Erection of Structural Steel for Buildings, 7th Edition, Adopted February 12, 1969, with Supplements 1, 2,
and 3.
b.
American Society of Mechanical Engineers (ASME), Boiler and Pressure Vessel Code, 1974 (herein called the ASME Code).
Code case 1682, 1571, 1568, and 1567.
c.
Deleted 3.2 Abbreviations used in the Specification shall have the following meanings:
AISI American Iron and Steel Institute ANSI American National Standards Institute ASNT American Society for Nondestructive Testing ASTM American Society of Testing and Materials SSPC Steel Structures Painting Council AWS American Welding Society Page 2 Rev 7
T Specification No. 10466-C151A 4
3.3 All work performed by the Contractor'shall be in-accordance with the requirements of the following laws and codes in effect at the time the work is performed:
a.
State and local laws b.
Code of Federal Regulations, Title 29 -
Labor, Chapter XVII, Part 1910,. Occupational Safety and Health Standards.
c.
Code of Federal Regulations, Title 29 --
Labor, Chapter XVII, Part.1926, Safety and Health Regulation for Construction.
d.
Deleted 3.4 Codes and standards referenced herein are listed below together with their common abbreviation as used in this Specification.
The current edition of the codes and standards in effect at date of issuance of contract-for the work specified herein shall be used, unless specified otherwise.
Standard or codes, including the year of adoption or revision, appearing in referenced documents other than those describing test procedures, calibration methods, or methods of sampling, shall not.
be considered as part of this Specification unless specifically referenced below:
AISC See Paragraph 3.1 ASME See Paragraph 3.1 ANSI N45.2.2-1972 Packaging, Shipping, Receiving, Storage, and Handling of Items for Nuclear Power Plants (during the Construction Phase)
ANSI N45.2.3-1973 Housekeeping During the Construc-tion Phase of Nuclear Power Plants E
ANSI N45.2.6-1973 Qualification of Inspection, Examination, and Testing Per-sonnel for the Construction Phase of Nuclear Power Plants ASTM E94-68 Recommended Practice for Radio-graphic Testing AWS Dl.1-75 Structural Welding Code
. ANSI N101.2-1972 Protective Coatings (Paints) for Light Water Nuclear Reactor Containment Facilities Page 3 Rev 6
~
Sp;cificaticn No. 10466-C151A
-ANSI N101.4-1972 Quality Assurance for Protective Coatings Applied to Nuclear Facilities ASNT SNT-TC-1A
-1975 Recommended Practice for Non-destructive Testing Personnel 9
Qualification and Certification SSPC SP-1-63 Solvent-Cleaning SSPC SP-10-63 Near White Blast Cleaning SSPC PA-1-64 Shop, Field, and Maintenance Painting 4.0 DRAWINGS The owner's agent will furnish the following drawings which are a portion of this Specification.
4.1 Design drawings for each portion of work covered by this Specification presented in Exhibit E.
4.2 Shop detail drawings used in fabrication of all items prepared under Specification 10466-C151.
4.3 Erection drawings and diagrams showing the marking of each piece and the position of each item proposed under Specification 10466-C151.
5.0 MATERIALS All materials and material documentation shall conform to the requirements of Section 5.0 of Specification 10466-C151.
6.0 ERECTION 6.1 General 6.1.1 All members will be identified by piece marks which will correspond with the piece marks shown on the erection drawings.
6.1.2 No holes shall be made in the liner plate for erection purposes.
6.1.3 It shall be the Contractor's responsibility to furnish sufficient temporary bracing to stabilize the liner plate against wind forces of a 90 mph wind and all construction loads imposed by the Contractor.
Those loads resulting from the use of the liner plate, as a concrete form, have been considered in its design.
6.1.4 All penetration assemblies and embedded l
structural steel shall be field welded into l
Page 4 Rev 9
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Spscificaticn No. 10466-C151A
.m the r liner plate as shown-on the design drawings.
i i
6'.1.5 Normal jacking or forcing prior to welding,
of seams must be limited.to that which willi not causecexcessive stresses to develop in the completed weld.- 1 Abnormal jacking.or forcing'is subject to approval ^by the
. Owner't-agent.
6.2 Jobsite~ Maintenance 6.2.1 All work and storage areas at the jobsite shall-be maintained in accordance with the requirements of ANSI N45.2.3, Housekeeping During the Construction Phase of Nuclear i
-Power Plants, and shall be classified Zone V.
6.2.2 A procedure in conformance with the require-ment of Section 6.2.1 shall be submitted to the owner's agent and approved prior to use..The approved procedure shall be im-plemented.
6.3 Cleanup 6.3.1 The Contractor shall remove all temporary wind bracing after the concrete has been poured.
He shall repair the liner plate.
The surface shall be repaired as required in Section 8.0.
6.3.2 The Contractor shall remove all scaffold hooks, lifting eyes, and similar. temporary items attached to the inside surface of the liner plate.
The surface shall be repaired as required in Section 8.0.
6.3.2 Deleted 6.4 Handling, Receiving, and Storage 6.4.1 Materials covered by this specification shall be handled in a safe and proper manner.
Handling shall be consistent with good practice common 11 to heavy industrial construction techniques.
'6.4.2 Materials covered by this Specification shall be packed, shipped, received, and stored in accordance with ANSI N45.2.2.
Welding materials shall be classified Level B and all other material shall be Level D.
This shall include the requirements of ANSI N45.2.6, Page 5 Rev 11
c.
Specification,No..10466-C151A Qualification of Inspection, Examination and Testing Personnel for the Construction Phase of Nuclear Power Plants, as invoked by ANSI N45.2.2.
6Property "ANSI code" (as page type) with input value "ANSI N45.2.2.</br></br>6" contains invalid characters or is incomplete and therefore can cause unexpected results during a query or annotation process..4.3 The Contractor's packing,' shipping, receiving, and storage procedures in'accordance-with Section 6.4.2 shall be submitted to the Owner's agent and approved prior to use.
The approved procedure shall be implemented.
7.0 WELDING 7.1 General Welding shall conform to the requirements of Section
~7.1 of Specification 10466-C151.
- 7. 2-Workmanship Workmanship and visual quality of all welds shall conform to the requirements of Section 7.2 of Specification 10466-C151.
7.3 Welding Material Control Welding material shall be properly stored in such a manner as to ensure that damage to the coating or corrosion of weld rod will not occur.
Low hydrogen type electrodes shall be stored in enclosures which provide a regulated temperature as prescribed by the electrode manufacturer.
Welding material control procedures shall be submitted to the owner's agent and approved prior to use.
7.4 Welding Procedures 7.4.1 The qualification of welders, welding machine operators, and welding procedures shall be in accordance with Section IX of the ASME Code.
The Contractor's welding procedures l7 (including procedure qualification test records) for all liner plate and penetration welds shall be submitted to the owner's l.
agent for approval.
Production welding shall L
not be performed prior to the Owner's agent's approval of welding procedures and qualifi-cation records.
Page 6 Rev 7
Specification No.10466-C151A -
7.4.2 Crane support brackets, floor support brackets, etc., shall conform to the requirements of the1AISC, Specification for Design, Fabrication and Erection of Structural Steel for Buildings, or the requirements.of the ASME Code ~and the design drawings.
7.4.3 Shop connections shall be'made~by welding un--
less otherwise shown, and shall.be of the type described on the design drawings.
Welds. connecting stiffening steel to steel plate shall be in accordance with the appropriate portions of Section III of.the ASME Code.
7.4.4 Handling and erection lugs'for use during fabrication, transportation, and erection that are to be attached to the liner plate shall be attached by properly qualified welders using Section IX of the ASME Code qualified welding procedures.
7.4.5 Deleted 7.5 Weld Examination 7.5.1 Nondestructive Examination of Liner Seam Welds a.
Radiography For each welder and welding position (flat, vertical, horizontal, and overhead) the first ten feet of weld shall be examined radiographically in accordance with the requirements of Article 3 of Section V of the ASME Code.
Thereafter, a minimum of two percent of the welding shall be radio-graphically examined for each welder and welding position taking one spot (not less than twelve inches in length) in each fifty-foot increment of weld or fraction thereof.
The location of all spots shall be as specified by the inspector, or shall be randomly selected provided no two Page 7 Rev 7
= _ _ _ _ - _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ _ _.
7
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L Specification No. 10466-C151A E
spots in adjacent weld test units are closer than ten feet.
The. location of all spots shall be recorded.
Under conditions where two or more welders
<make layers in a joint or on two sides
'of a double-welded butt joint, one spot, examination may represent the work for:
both welders.
The radiographic weld examination pro-cedure shall be' submitted to:the Owner's agent _and approved. prior to its use.
b.
Magnetic Particle.or Liquid Penetrant Where radiographic examination of liner seam welds is not feasible, the-full
-length of the liner seam weld shall be examined by either magnetic' particle or liquid-penetrant method.
Magnetic particle examination shall be in accor-dance with Article 7 of Section V of the 17 ASME Code.
Liquid-penetrant examination of the liner plate welds shall be in accordance with Article 6 of Section V l7 of-the ASME Code.
The magnetic particle and liquid-penetrant examination _ procedures shall be submitted to the Owner's agent and approved prior to use.
c.
Soap Bubble All welds that must maintain leaktightness shall be visually examined and vacuum-box tested.
Welds which cannot be vacuum-box tested because of configuration or space limitations shall be liquid-penetrant or magnetic particle examined, using the procedures of Section 7.5.1.b.
Vacuum-box testing shall be in accor-dance with the requirements of Appendix D, specification for vacuum Leak Testing of Reactor Building Welds.
The vacuum-box test procedure shall be submitted to the Owner's agent and approved prior to use.
Page 8 Rev 7
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/
Spscific2 tion No. 10466-C151A d.
' Halogen ~ Leak: Testing 4.
j At-locations on'the liner plate.where a-
- i leak chase. channel. system is. required by..
1 the drawings, the welds'and channels.
1 shall be halogen leak tested'in accor-idance with the requirements of Article T-1040 or T-1050 of Section V of the ASME Code.
R The halogen leak testing procedure shall be submitted to the owner's agent.and approved prior to use.
e.
Redundant Weld Examination-Welds receiving magnetic particle or liquid--
penetrant examination under.'b' above do not require reexamination under 'c' above by the same method.
7.5.2 Nondestructive Examination of Penetration and Liner Insert Welds a.
-All welds in penetrations, lock, or access openings which are not backed by concrete shall be fully examined in-accordance with Article NE.5200 of Section III, Division 1, of the ASME
- Code, b.
All welds between reinforcing plate and' liner, liner inserts, and liner'shall
- be 100 percent-examined by' radiography or by magnetic' particle examination, except that if magnetic-particle examination is used a minimum of 2 percent of the welds shall be radio-graphically examined.
All welds between penetration and reinforcing plate'shall be examined by the mag-netic particle method.
These tests shall be performed using the procedures submitted for Section 7.5.1.
7.5.3 Qualification of Nondestructive Examination Personnel performing nondestructive examina-Page 9 Rev 7
4 Specification No. 10466-C151A tion on all liner welds'shall be qualified in accordance with SNT-TC-1A, for the l9 technique and methods used. for nondestruc-tive examinations not covered by SNT-TC-1A documents, personnel shall be qualified by l9 the Contractor to comparable levels of competency by subjection to comparable examinations on the particular method involved.
The practical por-tion of the. qualification shall be performed using the manufacturer's procedures on items representative of the manufacturer's products.
- All qualifications not covered by SNT-TC-1A.
l9 shall conform with the requirements of ANSI N45.2.6, Qualification of Inspection, Exami-nation, and Testing Personnel for the Construction Phase of Nuclear Power Plants.
7.5.4 Time of Weld Examination All weld examinations shall be performed as soon as practicable after the lineal increment of weld to be examined is completed.
7.5.5 Acceptable Standards The owner's agent shall have the final deter-mination on the acceptability of welds, Containment Liner Seams Examined by a.-
Radiography Where a spot in the seam welds is judged acceptable in accordance with Article NE-5300,Section III, Division 1, of the ASME Code, the entire weld test unit represented by this spot radiograph is considered acceptable.
b.
Containment Liner Seam Welds Examined by Magnetic Particle or Liquid Penetrant Seam welds examined by magnetic particle or liquid penetrant methods are considered acceptable provided the results meet the i
6 l
Page 10 l
Rev 9
~
n Specification No. 10466-C151A acceptance standards of Paragraph NE-5342 or NE-5352 of Section.III, Division 1, of the ASME Code.
c.
Soap Bubble Leak Tests of Containment Liner Welds
. Liner welds are_ considered acceptable provided no leakage is detected by soap bubble tests, d.
Halogen Leak Testing of. Leak Chase Channels-Liner-welds are considered acceptable l7 provided no leakage-is detected by halogen leak testing, e.
Penetration and Liner Insert Welds Penetration and liner insert welds are considered acceptable provided the examinations meet the acceptance stan-dards referenced in Article NE-5320 Section III, Division 1, of the ASME Code.
7.5.6 Repair and Reexamination a.
Containment Liner Seam Welds Examined by Radiography Where a. radiograph discloses welding which does not comply with the acceptance standards above, two additional spots 12 inches in length shall be examined in the weld seam at locations away from the original spot.
The locations of these additional spots shall be deter-mined by the inspector as provided for the original spot examination, but they shall be at least one foot (on each side) from the original spot.
If the two additional spots examined show welding which meets the acceptance standards above, the entire weld rep-resented by the three radiographs is acceptable, except that the defective l_
welding disclosed by the first of the Page 11 Rev 7
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l Specification No. 10466-C151A j
three radiographs shall be removed and
- repaired using an approved qualified procedure at the Contractor's expense.
If either of the two additional spots examined show welding which does not meet the above acceptance stendards, the entire portion of the seam represented shall.be rejected.
At the Contractor's option and expense, the entire weld rep-resented shall be completely radio-graphed, and defective welding. corrected to meet the' requirement of this Speci-fication.
The rewelded joints of weld-repaired areas shall be completely reradiographed and shall meet the weld acceptance stan-dards as cited above.
b.
Containment Liner Seam Weld Examined by Magnetic Particle or Liquid Penetrant When a weld which has been examined does not comply with the acceptance standards, the weld shall be repaired and reexamined in accordance with Section 7.5.1.b.
c.
Soap Bubble-Test of Containment Liner Welds Welds judged unacceptable because leakage 17 is detected by the soap bubble test shall be repaired.
The weld shall be re-examined.
d.
Halogen Leak Testing Weld judged unacceptable because leakage is detected by halogen leak testing shall be repaired.
The weld shall then be reexamined.
e.
Penetration and Liner Insert Welds Weld judged unacceptable shall be re-paired and reexamined.
7.5.7 Records The techniques for identification of radio-graphic examinations of welds shall be in Page 12 Rev 7
4 Specification No. 10466-C151A-O y
accordance with Paragraph UW-51, SectionL VIII'of the ASME Code,.using film in.accor-l p
dance with ASTM E 94, Type 1 or 2..
All radiographic film shall be submitted to the i.
0wner's agent for review, interpretation,-
.and record.
Fluorescent screens shall not be used.
Records of radiographs and all other non-destructive examinations, including those for.
repaired defective welds, shall be retained
- by the Contractor and transferred to the Owner's agent at the completion of the job, as required.by Section 10.0.
8.0 SURFACE PREPARATION AND PRIME COATING All surface' preparation and prime coating of~the interior surface of the liner plate at locations where field welds are made shall be completed by others.
10 All surface preparation and prime coating at the locations where repairs'are made shall be completed by others.
10-In accordance with Paragraph 2.1.1 of this. Specification, the Contractor shall perform the field surface preparation and prime coating of the ground assembled dome liner-plate sections in accordance with the following Paragraphs and Appendix B of this Specification.
8.1 Areas to be included in field surface preparation and prime coating are:
Inside surfaces of ground assembled dome liner a..
plate sections.
b.
Surfaces of all brackets, angles, flat bars, etc., which are attached to the ground assembled j
dome liner plate sections within the containment.
e c.
Exposed surfaces of dollar plate, king pin, and permanent lifting lugs which are attached to the dome liner plate within the containment.
i-1 l
8.2 Areas which will not be included for field surface preparation and prime coating are:
a.
Outside surface of dome liner plate.
Page 13 Rev 10
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Specification No. 10466-C151A' b.
<Wn Alliangles,- channels, : tees, and: fist bars which are attached-to the outside face of the dome.
liner plate.
ypo g c.
Portions of brackets which are to be embedded in concrete.
-d.
Areas requiring touch-up after-installation
.(e.g. air seams and items that must be installed in'
. place that could not be installed in ground assemblies).-
8.3,
' Surface Preparation 8.3.1 Prior to cleaning, all weld spatter'and flux on the-interior face of the liner. plate shall.'
.be removed.
The use of chipping tools which.
L" cause burrs, cuts, and.other excessive. roughness is prohibited.
Nozzle openings, attached-items, angles, pads, etc., shall have all undercutting filled.
8.3.2: Carbon' steel surfaces which will be primed shall be cleaned ~, edge-to-edge, in. strict accordance'with SSPC Specification SP-1, Solvent Cleaning.
The Contractor's procedure shall be submitted to the Owner's agent and approved prior to use.
8.3.3 After-solvent cleaning, the surface shall be blasted in accordance with SSPC SP-10,'Near White Blast ~ Cleaning.
The Contractor's blasting procedure shall be submitted to the. Owner's agent and approved prior to use.
8.3.4 Three carbon steel panels' measuring approxi-mately 6 inches x 6 inches x 1/4 inch, which have been cleaned and sandblasted to the speci-fled surface preparation and profile shall be submitted by the Contractor from each fabrication shop.
Each panel shall be encased to preserve the prepared surface.
When approved by the owner's Agent, the panels shall be standard references for surface preparation.
8.3.5 No surface shall be blast cleaned unless it
{
i-is to be primed within 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> after blast cleaning begins.
If rust bloom or other con-tamination appears on a blast cleaned surface, Page 14 Rev 7
9 n
1 Specification No. 10466-C151A reblasting shall be done to achieve the speci--
fled degree of cleanliness.
Blasting of any.
kind shall be performed only after all. nearby I
coats of primer have cured to hardness and abrasion resistance recommended by the primer manufacturer.
8.3.6-Only clean and dry abrasives approved by the Owner's' agent.shall be used.
Recycling of Procedures for re-sand shall not be permitted.
e cycling of sand shall not be permitted.
Pro-cedures for recycling of grit or shot shall
.be subject to the owner's-agent's approval.
8.3.7 The. anchor profile of blast-cleanedLaurfaces shall be verified with a Keane-Tator Surface-Profile.Comparator.
For sandblasting, the surface shall have a profile of 2S70 to 3S70.
For centrifugal shot blasting,'the surface shall have a profile ~of 2.5SH76.
For. grit blasting, the surface shall have a profile between 2G/376 and 4.5G/S76..
8.3.8 All compressed air from blasting, cleaning, and spraying shall be free of oil, moisture, and water.
Compressors.shall not be~ operated.
over 240 F.
Effective separators,1 traps, and filters shall be installed.
Filters shall be at least 50 feet from the aftercooler and shall be frequently inspected and continuously bled.
The condition of the air shall'be checked at least once each shift by blowing air onto clean white blotting paper, cloth, or gauze for at least 2 minutes.
If oil or water is observed, additional aftercoolers and/or traps shall be installed.
8.3.9 surfaces shall not be cleaned or blasted if any of the following conditions prevail:
a.
Moisture is present on the surface.
b.
The relative humidity is over 80 percent.
c.
The ambient or metal surface temperature is less than 5 F above the dew point.
d.
The abrasive has become wet or damp.
e.
Freshly painted surfaces can be contaminated by blast cleaning.
Page 15 Rev 7
_ - _ _ _ _ _ = -
Specification No. 10466-C151A f.
The surfaces cannot be kept clean and dry prior to coating.
g.
Poor illumination due to inadequacy of daylight or artificial lighting.
8.3.10 Blast cleaned surfaces shall not be touched with bare hands, socks, oily or dirty shoes, or be otherwise soiled.
From the time blast cleaning commences until the prime paint has fully cured, all personnel handling the steel liner plate shall wear clean cloth gloves and' cloth shoes.
No acid washes or other cleaning solutions shall be used on metal surfaces after they have been blast cleaned.
This includes inhibitive washes intended to prevent rusting.
8.3.11 All abrasives and dust residues shall be i
completely removed by vacuum cleaning and/or blowing with air free of water and oil.
8.3.12 All surface preparation work shall be subject to inspection by the owner's agent at any time to ensure strict compliance with this Speci-fication.
8.4 Materials 8.4.1 The primer paint shall be an inorganic zine primer selected by the owner's agent.
The following is a list of acceptable paints.
Carbo Zinc 11 Carboline Company, St. Louis, Missouri Dimetcote 6 Ameron Corporation Brea, California Mobilzinc 7 Mobil Chemical Corporation Edison, New Jersey 8.4.2 The final selection of the primer paint will be made by the owner's agent b'ased on a review of all technical information available.
8.4.3 The contractor shall maintain all documentation required by Appendix B, Specific Quality Assurance Requirements for Coatings.
This documentation shall be submitted to the Owner's agent as required in Section 10.0.
Page 16 Rev 7
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3 Specification No. 10466-C151A L
8.4.4 All' primer. paint shall'be delivered in original, e
sealed containers bearing labels with batch <
and production numbers, dates of manufacture,.
expiration of shelf life, and complete directions-for use.
4 H
8.4.5 Each individual shipment of primer paint shall.be accompanied by the following:
a.
A certificate of conformance that the material is in accordance with the requirements of Appendix B, Section Bl.l.
b.
A' certified quality control sheet listing batch tested items in accordance with' the requirements of Appendix B, Section.
B2.2.
This certification shall verify that the batch tested is identical (within quality control limits) to the material tested as a basis-for product approval.in Section 8.4.5 (a) above.
8.5
- Application of Primer Paint 8.5.1 All work under-this article shall be performed in strict accordance with this Specification, SSPC Specification PA-1 Shop, Field, and Maintenance Painting, and the. paint.and spray equipment manufacturers' written recommendations.
Any conflict between these documents shall be reported in writing promptly to the owner's agent for his decision.
The painting procedure shall be submitted to the owner's agent and. approved prior to use.
8.5.2 Within 8 hours9.259259e-5 days <br />0.00222 hours <br />1.322751e-5 weeks <br />3.044e-6 months <br /> after blast cleaning has started and before visible rust bloom can form, the surfaces shall be primed.
Blast cleaned surfaces which show rust or rust bloom shall be reblasted before priming.
If reblasting be-comes necessary, it shall be done only when the last coat which was applied has cured for the recommended curing time and to acceptable hardness.
8.5.3 Primer shall'be mixed by mechanical agitators '
to disperse any settled solids in the shipping container.
Pressure pots shall be equipped with mechanical agitators which constantly Page 17 Rev 7
Specification No. 10466-C151A mix the paint in the_ pot.
B.5.4 Primer may be thinned, but only with the thinner and in the_ proportions recommended by the primer manufacturer.
8.5.5 Primer shall be prepared immediately prior to application.
Under no circumstances shall such paint.be used after expiration of the pot life as specified by the manufacturer for the prevailing. ambient temperature.
Primer applied before welding shall terminate 2 inches from-the edge or line receiving the weld.
Such surfaces shall be cleaned and' touched ty) to the same degree as adjacent surfaces'after welding is complete. :All welds which will be primed shall receive an extra ~ brush coat of thinned primer prior to the' full coat of primer specified.
Edges and hidden. areas shall be painted before making a complete pass.
Overlaps shall be adequate to produce continuity and the required film thickness.
Paint shall be worked well into all corners, joints, crevices, and other depressions and. irregularities.
~
There shall be no excessive sags, runs, or'over-spray which may be detrimental tcr the coating system.
Under no circumstances shall painted surfaces be exposed to rain, snow, ice, or cold until fully cured.
Conditions in compli-ance with the requirements of Section 8.5.6 shall-be maintained until the primer is fully cured in accordance with the primer manufacturer's instructions.
8.5.6 Surfaces shall not be primed if any of the following conditions prevail:
a.
Any moisture is present on the surface b.
The temperature (substrate) falls below 40 F or rises above 110 F.
If the surface temperature exceeds 85 F, the paint 8
manufacturer's thinning and application instructions shall be followed.
c.
The temperature falls to within 5 F of dew point d.
The relative humidity is above 85 percent e.
Surface examination and testing is not complete Page lg Rev 8
-_,__-.,__-u_----
L j
Specification No. 10466-C151A i
f.
Dust, dirt, or'other material has decontaminated.the surface, or if dust can contaminate the freshly primed surface L
The certification accompanying the ship-g.
ment of primer paint, as described in Section 8.4.5, is not immediately available for inspection.
~8.5.7 All carbon steel surfaces _specified to be L
painted shall be-given one coat of the owner's agent approved primer paint to a dry film thickness of not less than 2.0. mils DFT and not more than 4.0 mils DFT.
8.5.8 Machined carbon steel surfaces, if any, shall 4
be treated with owner's agent-approved pre-servative, which shall be removable without the use of harmful solvents.
The Contractor shall submit to the owner's agent its zeconnended method of_ removal which shall be approved prior to use.
8.6 Inspection 8.6.1 All surface preparation and application of primer shall be subject to continuous inspection by.the Owner's agent.
Any work failing to meet.specified standards shall be remedied at the expense of the Contractor.
8.6.2 Dry film thickness of primer shall be verified by nondestructive magnetic-type thickness gauges.
8.6.3 Priming shall be inspected over 100 percent of the surface for runs, sags, mud cracking, overspray, insufficient coverage, and other defects which are conducive to coating failure.
- 8. d. 4 Testing equipment and SSPC publications shall be furnished by the Contractor.
Tests will be made and recorded by the Contractor.
9.0 TOLERANCES s
The completed structure shall comply with the tolerances specified in Section 9.0 of Specification 10466-C151.
Page 19 Rev 7
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Specification No.-10466-C151A1
-10.0 ' QUALITY ASSURANCE n
10.1A11~ pressure-retaining, load bearing and leak boundary
'(does not include test channels) material, specially tested. items attached to pressure' retaining;and leak l7
+
boundary material, and welding material and work covered by this Specification shall be subject.to the contractor's-quality program.
-10.2 The Contractor shall submit to the owner's agent'for approval a manual describing his. quality program.
The quality program requirements of this Specification-are included as an attachment, Specification 10466-QA-1,
.i General Requirements for Seller Quality Assurance
-Programs for the Standardized Nuclear Unit Power Plant System.
The Contractor's quality program shall,-
as a minimum, conform with Paragraphs 5.1, 5.2, and.
5.4 through 5.18 of the attachment.
The Contractor's quality program shall be approved by the owner's agent prior to use.
10.3' Deleted 10.4 The~ Contractor shall submit all drawings, data, and documents as required by Appendix C (Form G-321-D).
10.5 The Contractor shall implement his approved quality program.
10.6 Paragraph 5.15 of the attachment, Specification 10466-QA-1 shall be replaced with the following:
L 5.15 Nonconforming Items l7 Measures shall be established to assure that items not conforming to requirements are controlled, including' segregation where appropriate, to prevent their inadvertent use or installation.
The procedures shall provide for documenting the disposition of nonconforming items.
The Buyer's autho-rized agents shall have an opportunity to review corrective actions.
The Seller shall provide written notification to the Buyer of all Seller-detected noncon-formances to the requirements of the Buyer's purchase documents when a " repair" or "use-as-is" disposition is proposed.
The Buyer's written approval is required for such dis-positions prior to implementation.
Page 20 Re V 7
Specification No. 10466-C151A-
^
q
. In addition, the Seller shall promptly notify the Buyer in writing when the following de-ficiencies are found relative to the Seller's work:
A significant breakdown in any portion a.
of the Quality Assurance Program established for design and fabrication of the item; or b.
A significant deficiency in the final design as approved and released for fabrication such that the design does not conform to the criteria and bases stated in the purchase. documents or its refer-enced specifications; or A significant deficiency in fabrication c.
of, or significant damage to, the item which will require extensive evaluation, extensive redesign or extensive repair to meet the criteria and bases stated in the purchase documents.
d.
A significant deviation from purchase documents which requires extensive evaluation, extensive redesign, or extensive repair to establish the adequacy of the item to meet the criteria.
10.7.. Paragraph 5.16 the attachment, Specification 10466-CA-1 shall be replaced with the following:
5.16 Corrective Action Measures shall be established and documented to assure that conditions adverse to quality are promptly identified and corrected.
In the case of significant conditions adverse to quality, the measures shall assure that the cause of the condition is determined and corrective action taken to preclude repetition.
The identification of the significant condition adverse to quality, the'cause of the condition, and the corrective action taken shall be docu-mented and reported to appropriate levels of the Seller's management.
The Seller's corrective Page 21 Rev 7
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o:
p i
Specification No.-10466-C151A l
r action records will be made available for review upon request by the Buyer.
l 10.8 -All drawings, procedures and documentation requiring owner's agent's approval shall'be submitted for approval-90 days before it is required for use.
Page 22 Rev 7
L Specification No. 10466-C161A 6.
APPENDIX B SPECIFIC QUALITY ASSURANCE REQUIREMENTS FOR COATINGS B1.0 As p, art of the quality assurance program and in conformance with Specification 10466-QA-1, the Contractor shall furnish
-Owner's agent with the following specific documentation.
The Contractor should refer to ANSI N101.4 for specific guidelines related to quality assurance documentation requirements and preprinted forms:
B1.1 Copies of certified test results conducted and recorded in accordance with ANSI N101.2 detailing performance and acceptance of the applied coating-under Design Basis Accident (DBA) conditions.
The simulated Design Basis Accident (DBA) conditions shall be in conformance with the.following minimum values:
Containment Atmosphere Saturated Steam Level of radiation, rads 1.0 x 10 8 Containment atmosphere, pH 10.5 - 7.0 Time-Temperature-Pressure Table Temperature Pressure Time F
psig 0
120 0
0 to 250 see 120 - 320 0 - 60 250 to 7200 sec 320 60 7200 see to 1 day 250 30 1 to 2 days 200 9
2 days to 6 months 135 5
B1.2 Records correlating the coating batch numbers with the area of application.
B1.3 Inspection records pertinent to surface preparation and to the primer coating material, application, and repair.
B-1 Rev 6
Specification No. 10466-C151A 6
B2.0 As part of the quality assurance program and in conformance Y
with Specification 10466-QA-1, the Contractor shall maintain as part of his
-documentation. permanent records the following specific The Contractor 'should refer to ANSI N101.4 for specific guidelines related to quality assurance documentation requirements and preprinted forms:
B2.1 A statement certifying that the coating manufacturer has conducted and maintained a quality assurance.
program in the manufacture of the paint which complies with the ANSI Standard N101.4 B2.2 Manufacturer's product identity certification records.
B2.3 Coating material shipping, receiving, and warehousing records.
B2.4 Applicator's surface preparation records.
B2.5 Applicator's repair and touch-up records.
B2.6 Painter's qualification records.
B2.7 Inspector's qualification records.
B2.8 Calibration manuals, certificates of calibration, and the capability of the instrumentation and testing equipment used for fabrication and painting work.
1 B-2 Rev 6 l
L
App;nc1x C Specification 10!.66-C151 A RE AD INSTRUCTIONS ON BACK 8tFORE FILLING IN FORM l T>ew renseremswu ter Enginereng and Smirty verif sten Oosumenu are to be fathaled in sessedene with the sheduas an tartt helse.
Suppher's tenpfs to sowiply with them recurements nov reuk in order anne'trtaa er enkheadig of psyment ent# semphene is emo6ished.
00 U t 5 00 ALITY VE8tlFICAtl0k DOCUMENTS t
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- 22. imoestase Wort aus remains besse en stisraetery empestme Aethermed Centens U vil, heef sneer 12. Remets 40 hit Reeses of unpectice and raen of sosumanutme.
Simement lesetsi tamporter 5qwsture Date 23.torneweg The Gus#ry vrefatsen Desameen autimenw to inymerms ami
=en ten toren noe nas re w en confern. a u the N/A N/A testorment senerfed returenman and are asemeen.
tapnew Lveture Dm
- 24. RCE Chest ce The form and the Questry Vatfeten 00turrows referenad CCNTROLkO.
ItLE WD.
Sutenwnt he een have been resswed and ther restenship to tem tursuers news verified.
DCI Esputere Dem After CCE Ches6 tm Osmeyte to: P*o'arenom nessager. Feed Of'm Manger. Msweet Supemmer J08 =0 10166 SNUPPS P.O.tsPt C. n uus t R Sri 0 C151A(Q) to: Rav. s ENGINEERING AND OUALITY v[RtFIC ATION DOCUMENT Rioultf MENTS 1 er 2 htPRODUCTION 07 TMt3 FORM ts AUTHORLIED CUALITY vt RifICATICN 00Cout KT TRAltsattTT AL - REP 8t0DUCI THtt SIDI Catv
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App;ndix C Sp cificatien 10466-C151A READ INSTRUCTIONS ON BACK BEFORE FILLING IN FORM l Then resuNements ter EngmSBreRg eAd OMBINy WafImiten oesumoso are te he festined en memordeem urett the shadels at fore batsm.
Suppher's taelure to sempty arth them resuremone any resen la order massiktme or manholding of peyment satd ser:pliene a sentissed.
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- 17. Severs nus. Han he.
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- 21. 3sesaurs We artWy that the hemd merk and resmund esamens Casteramens must the resseenmug sf aus poseurug desmemas SEN'umut somuass Tes Dove
- 22. tuossten Wera ses renesse tened on artarestery empsten Astherited Centens ] vis. Wood eneer 12. Romeras ]NChi a
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- s. =nNs new 21 insmeures The Ouserty vedeuten Desununu sunnutted to tapinmarms nomm
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E ngenser
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- 24. OCE Chest in The form and the Gustrry Verfesten Documenn referenad CONTROL NO.
FILt NO.
Satsment hereen has been reused and ther restershes to tne mwenere nens verdead.
CCI s.petur, Dam After DCE Chest le Distress to: Pmeuronent Manager, Fund Offen Mansper. Meermi Sammer J0s no.
10466 SNUPFS F.O./3PtC. numatR S X1-0 C151A(Q) tSa nty.i S 74)
"IV ENGINEERING AND QUALlTY VERIFICATION DOCUMENT REQUIREMENTS 2y 2 9
n5Mt000CTION OF TMt1 FORM 88 AUTHORIZED QUALITY vtRIFICATt0N DOCUMENT TRAN5aMTTAL - REPRODUCI TMis SICI 04L V
____m.___
o
+
4 l-4
+
Specification No. 10466-C151A APPENDIX D SPECIFICATION FOR VACUUM LEAK TESTING FOR REACTOR BUILDING WELDS D1.0 SCOPE This procedure specification is to be used for' leak testing all liner plate welding required for containment integrity and forms a part of the Liner Plate Specification.
D2.0 PROCESS The vacuum test employs a vacuum box which*can be placed over the test area and evacuated.
A soap suds solution previously applied to the test area is then observed for leak indications.
D3.0 EQUIPMENT D3.1 Vacuum Box The vacuun box shall be portable and have a viewing window large enough to view the complete test area, and to allow sufficient light to enter the box for proper examination.
The box shall be capable of producing a holding a pressure differential of at least 8 psi.
A gauge shall be placed in the system to verify the required pressure differential and to detect vacuum seal or other type leaks in the equipment.
D3.2 Soap Suds Solution The solution shall consist of equal portions of corn l7 i
syrup, liquid detergent and glycerin.
The solution shall not be prepared more than 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> preceding the tests, and its bubble formation properties shall be checked with a sample leak for each batch of the L
solution used.
A commercially available test i
solution may be used after approval by the 0 mer's agent.
D-1 f
hv 7 lL _ -- _ _ - - _ _-- _ - - _-__-- ----__ ------_ --- - -----
1 Specification'No. 10466-C151A g,
1 D4.0 ' TEST PROCEDURE D4.1 Surface Preparation In general, satisfactory results may be obtained when the surface is in the as-welded condition.
1 (a)
Prior to vacuum-box examination, the surface.
f to be' examined shall be cleaned free of slag, scale, grease, paint, or other.
material which would otherwise interfere with the testing procedure or the interpretation of the test results (b)
Typical cleaning agents which may be used are' wire brushes, detergents, organic solvents, descaling solutions, and paint removers D4.2 Drying 'after Cleaning Drying of the. surfaces to be examined, after wet cleaning, may be accomplished by normal evaporation or with forced hot air, as appropriate.
.A minimun
~4 period of time shall be established and included in the written procedure to assure that the cleaning solvents have evaporated prior to the application of the bubble ' solution.
D4.3 Eubble Solution Application j
s The bubble solution'shall be applied evenly over the entire tast area, using brushes or other applicable j
means.
1 34.4 Solution Application Time Application time > is critical, particularly if the surface is warn.
At temperatures between 40 and 100 F the solution shall not be applied more than one minute prior to testing.
]
~
D4.5 Temperature of Surface Being Examined i
- As a standard technique, the temperature of the surface of the item to be examined shall not be 7
3 below 40 F. nor above 100 F throughout the examination period.
Local heating or cooling is permitted provided temperatures remain in the range of 40 to 100 F during examination.
Where it is impractical to comply with the foregoing temperature limitations, other temperatures may be used provided that the procedure is approved by the owner's agent.
D-2 Rev 7
-.4 Specification No. 10466-C151A L
D4.6 Application of Vacuum The vacuum box shall be placed over the examination area and evacuated to at least 5-psi pressure differential with respect to atmospheric pressure.-
The 5-psi pressure differential shall be verified by
.the gauge and maintained for a minimum time of.20' see after the vacuum has been obtained.
An ' overlap,-
. of two inches shall be used for each subsequent examination along the. seam.
D4.7.
Visual Examination When performing the visual examination, ~ access to i
the area to be viewed should permit placing the eye within at least 24 inches of the surface being examined.
Mirrors may be used to improve the angic of vision, and aids such as magnifying lenses may be used to illuminate the ' area to be examined.
The lighting in,the area to be examined shall be a minimum of 350 lux (32.5 foot candles).
- D5.0 EVALUATION OF INDICATIONS All indications of bubbles shall be evaluated in terms of the Acceptance Standards.
' DG.0 PROCEDURE SPECIFICATION REQUIREMENTS DG.1 The Contractor shall certify that the required 1
written examination procedure. specification is in accordance with applicable requirements of this Specification.
The required procedure specification shall record, in detail, at least the following inforraation:
a.
Size of vacuum box 4
b.
Type of gasket material c.
Length of weld examined each test d.
Brand name and specific type (number or letter designation if available) of bubble solution e.
Details of the method of preexamination cleaning and drying, including cleaning
=aterials used and the time allowed for drying D-3 Rev 1
....m...
--__m___-.m___m.m_..m_-.i__.-_-____
m____._m.__
s Specification No. 1046G-C151A f.
Details of the method of bubble solution application, the length of time that che solution remains on the surface prior to testing, and the temperature of the surface during the examination if not within the 40 and 100 F range g.
Method of postexamination cleanincj, if performed D6.2 Requalification is required a.
When any prior processing which may affect the bubble solution examination is changed; included here are processes which may close any discontinuities or leave interfering deposits.
b.
Uhen a change or substitution is made in the type of precleaning materials or methods.
c.
Unen a change or substitution is made in. the type of bubble solution materials.
D7.0 RECORDS Copies of procedure and personnel qualification and examination results shall be maintained and be available to l1 the Owner's agent.
D-4 hv1
p Sp cificaticn No. 10466-C151A s
APPENDIX E h
SPECIFICATION
{
FOR ERECTION OF NON-PRESSURE BOUNDARY REACTOR CAVITY LINER AND SLEEVES (NON-0)
E1.0 GENERAL E1.1 This Appendix shall apply to the erection of all carbon steel liner plate, including penetrations as shown on drawing C-OL2930 for the non-pressure boundary portion of the reactor cavity.
E1.2 Where listed below, the referenced sections of Specifications 10466-C151A shall apply to this Appendix.
E2.0 SCOPE OF WORK E2.1 Sections 2.1.b, 2.1.g, 2.1.1, 2.1.j, and 2.2 of C151 A shall apply except the abbreviation "ASNT."
E2.2 Erection cf all liner plate and sleeves in the non-pressure boundary E3.0 CODES AND STANDARDS E3.1 Sections 3.1, 3.2, and 3.3 of C151A shall apply.
E4.0 DRAWINGS E4.1 Section 4.0 of C151A shall apply.
E5.0 MATERIALS ES.1 All materials and material documentation shall conform to the requirements of Appendix E of Specification 10466-C151.
E6.0 ERECTION I6.1 Sections 6.1.1, 6.1.2, 6.1.4, 6.1.5, and 6.3.2 of C151A shall apply.
E7.0 WELDING E7.1 Section 7.3 of C151A shall apply.
E7.2 Welding shall conform to the requirements of Appendix E of Specification C-151.
E-1 Rev 4 A-m__-.-._.a_____
~
Specificati n ND. 10466-C151A k
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^
E7.3' Workmanship and usual' quality of all welds shall conform to the requirements of Appendix E of Specification 10466-C151.
E7.4' The qualification of welders, welding machine operators, and we'. ding procedures shall be in accordance with AWS
- D 1.1 or Section IX of the ASME Code.
E8.0 SURFACE PREPARATION AND PRIMER COATING E8.1 Section 8.0 of C151A shall apply.
E9.0 TOLERANCES
. E9.1 The completed structure shall comply with-the tolerances.
- specified in Appendix E of Specification 10466-C151.
~~
E-2 Rev 4 h_h__
a
._mm--2-.
.w t
O
. Specification No. 10466-C151A APPENDIX F 7
.SPEU!FY STION y.
FOR ERECTION OF. REACTOR BUILDING LINER PLATE STIFFENING AT POLAR CRANE BRACKETS F1.0 GENERAL This Specification is intended to cover erection and removal (if-applicable) of reactor building liner plate stiffening.
required to support construction loads imposed by erection of polar. crane rail support girders and rails prior to con-crete embedment.of the polar crane brackets.
Where listed.
below, the referenced sections'of Specification 10466-C151A shall apply-to this Specification.
F2.0 SCOPE OF WORK F2.1 Erection of additional stiffening on the liner plate required to support construction loads imposed by erection of polar crane' rail support girders and
. rails prior-to concrete embedment of the polar crane brackets.
F2.2 Sections 2.lf, 2.lg, 2.11, 2.1j, and 2.2 of C151A shall apply.
F3.0 CODES AND STANDARDS-F3.1 Section 3.0 of C151A shall apply.
-F4.0 ' DRAWINGS F4.1 Section 4.0 of C151A shall apply.
F5.0 MATERIALS F5.1 All materials and material documentation shall conform to the requirements of Appendix F of Specification 10466-C151.
F6.0 ERECTION F6.1 Sections 6.1.1, 6.1.2, 6.1.5, 6.2, 6.3, and 6.4 of C151A shall apply.
F6.2 Any stiffeners attached to the'inside of the liner plate shall be removed after concrete has been placed F-1 Rev 7
.)
j.
... ~...
L-___.___-____________._.-_-_--___.
O e e
Specification No. 10466-C151A near the springline (El. 2131'-0).
Any stiffeners.
7 attached to the outside of the liner plate may remain in place.
y F7.0 WELDING.
F7.1 Section 7.0 of C151A shall apply.
F8.0 SURFACE PREPARATION AND PRIMER COATING FB.1 Section 8.0 of C151A shall apply.
F9.0 TOLERANCES F9.1 Section 9.0 of C151A shall apply.
F10.0 QUALITY ASSURANCE F10.1 Section 10.0 of C151A shall apply.
Fil.0 DOCUMENTATION Fil.1 Procedures which are submitted undsr C151A may be used for those procedures required by this Specification when the applicable sections of C151A are referenced herein.
Fil.2 Quality verification documentation shall be submitted in accordance with this Specification and all referenced sections of C151A.
6 F-2 Rev 7 I
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e
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_d k$beAme,&f l;ets/A2C - zo!J qac.rn i. A y
UOMNE 88-364' October 31, 1988 D. E.;Shafer:
CONTAINMENT LEAK CHASE VENTING DURING AN ILRT.
, Type A test)y comp eted its 'first periodic Integrated Leak Rate Test (ILRT.or Callawa l
as required by 10CFR50 Appendix J in April,1987. _In preparation for:the test, many, leak chase channels that cover the containment welds were E not vented 'for 'a variety of reasons. Those leak chases that were'not vented were located in high radiation areas, were covered in the final finishing of containment,'and many.had structural steel or plates (surface mounted as well' g
'as embedded)'over the' test connections.
' An ' exemption request was submitted following the ILRT requesting that the leak chases be exempt from venting during a Type A test-(in'accordance with NRC-open item 483/87008-03).
The NRC responded via docket number 50-483, stating that Callaway should compare the design of the leak chases to the requirements of ASME Code Section y
'III, Division 1, subsection NE for class MC components. Please find attached the response to docket 50-483, analyzing the leak chase design in accordance with the afore-mentioned code.
a f h h(c k e~~ 0 di W
-R. Campbell N
l
'4/ DOM /TMD/spm Attachment cc:
U. A. Lees T;;MZ;lhWince.ntis S. L. Abel^
J, M. Gloe WRC Chrono A160.835 l
NEDF I'
=
.. y
Attachment to l
UOMNE-88-364 The' containment liner of the Callaway Nuclear Plant is designed such that the majority of pressure boundary welds are exposed to the containment atmosphere.
Less than 2% of the welds on the containment shell are covered with leak chase channel no welds in the dome are covered, and almost all. welds on the contain-ment' floor are covered. The welds on the containment floor are also covered with an additional 18 inches of concrete.
Each leak chase system has a test connection that was used to perform a halogen leak test prior to the final finishing of.the containment. Once the tests were complete, the final finishing of the containment resulted in many of these test connections being. inaccessible.
The Leak Chases of the containment liner meet the design requirements of Sub-section NE'of the 1974 ASME code. As shown in calculation GP-01, this design is more than adequate to serve as a pressure boundary during all postulated loadings required by the code.
The material for 'the channel was purchased under the requirements for attach-ments to.a safety related pressure boundary. Also, the installation was made as an attachment to a pressure boundary, and was tested for leak tight integrity..
However, the material and installation did not necessarily meet the requirements for a safety related pressure boundary.
The material used in the leak chases was A36 steel, A53 and A106. This material is acceptable.by the code (as the SA equivalents) for the use of pressure boundary construction. However, CMTR's as required by the code for pressure boundary material is not available for these channels.
Also, pressure boundary welds were required to have documentation of weld pro-cedures, qualified welders, etc. Because the channels were attached using "non-pressure boundary" welds, the documentation to attest to installation is not available.
However, the leak chases were halogen leak tested after installation in accor-dance with section'V of the code. This leak test is sufficient to verify that the channels were properly installed, and the channels are maintaining a leak tight integrity. Consequently, it can be concluded that the installation of these channels is sufficient to serve as a pressure boundary.
An exemption is requested to allow leaving these leak chases plugged during a Type A test. This is the accident condition of the containment, and if the leak chase were to fail, it has the containment liner underneath, which will serve as a redundant boundary. This boundary underneath the leak chase was installed and tested as a primary containment boundary per the code, and has a design life of 40 years. Due to the protection that the leak chases give these welds, the probability of them failing is less than those welds that are exposed and Type A tested.
l l
t l
}
Attachment to l
UOMNE-88-364 L
As a minimum, if it is not acceptable to permit this exemption for all the leak chases, an exemption is requested for those leak chase test connections that are inaccessible.
Many of the leak chases were covered over during final finishing of the con-tainment. Thess leak chases will be protected from the affects of accident loading by this layer of concrete. Others had surface mounted and embedded I
plates located over them. Most of the inaccessible test connections are lo-cated in high radiation areas (behind the bioshield), which would constitute l
a significant amount of exposure to uncover these connections. To locate and expose these connections would be costly as well.
It is estimated that the task would incur approximately 20 man-rem of exposure.
ANSI N45.4 also recognizes that some portions of the containment boundary will be inaccessible after construction (therefore inaccessible for type A testing).
Section 4.1 states for those portions of the containment that will become in-accessible, special testing should be conducted before the component becomes inaccessible. This is the case with these leak chases, they were halogen leak tested prior to the completion of the containment. The acceptable test results of these halogen leak tests are on file at the Callaway Plant.
I 7
m___x___--,,--
t EDP-ZZ-04023
~
Rev.
3 CAI.C"!.AT!CM CO'IER P AGE Chlc. No.
[7 ?- Wf Rev. No.
p5 Addenda No.
i.TJE C =puted By I.--
eKie,[3 Union Electri 9hG TL Le ASMW seebu IVF-1000 caze
- g n bsu lu s a oh re r 's,+1 r.d Checked By
@ !'l h/]c-se a caee
/8 - 72Y
- cwW, l.,c. le/ c lea r<s
- s W S I ~b ' 5/
Pages Safety-Related M/M Nonsafety-Related RTR/ CMP No.
Graded Program Scope
' App;cved &n* Q & bJSA eo - o st '
Cbjec: Lye-Dt o r~s <% e o'l
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e, l clu,sn mv< f A o.s.6,,
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e h)&~1C00 hoi prtuva leo nc is I
ci Calculation Method / Assumptions
$r<
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Sour:es of Cata/Equar:.:ns G
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Conclusions l
l l
1 Page 1 ef 1 ATTAC*- ENT 1 CA-41489 l
s
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Calculation GP-01 Description of the Problem:
During the first periodic Integrated Leak Rate Test (I LRT), some leak chase channels covering containment liner welds were not able to be vented.
In response to NRC Open item 483/87008-03 and Docket No 50-483 the design of the leak chase system must be analyzed to section NE of the ASME code.
This analysis must check the design of the channel for all postulated loadings (i.e. accident as well as operating / test cond itions) required by the code (section NE-3100).
This calculation performs this analysis in accordance with section NE-3000 of the 1974 ASME code.
The format of this calculation is that the stresses in each channel are determined first, then comparisons are made to the code requirements for acceptable limits.
Assumptions:
1.
When analyzing the stresses of each particular channel shape, it is conservatively assumed that the cross section can be modeled as a two or three member structure (dependent upon the particular shape).
The thickness of the member was assumed to be the average thickness of the particular leg of the shape under analysis.
2.
Principle stresses for a particular shape took the highest stress values of those calculated for each member as the stress for the entire shape.
- 3. The length of the channels was assumed to be the smallest channel installed.
This results in conservative values where length of the channel is a factor.
For channel on the base liner, the length was assumed to be 12" and 24" for channel on the wall.
4.
Loading due to weight of internal structures was assumed to be negligible on the liner walls (the channels do not support any attachments) and to be uniformly distributed on the liner floor.
5.
Other assumptions made are identified in the calculation for the particular application for which they are used.
1
References:
ASME 1974, Subseciton NE ASME 1974, Append ix I ANSI B2.1-1968 ANSI 316.4-1977 ANSI B16.14-1977 ANSI B36.10-1970 Steel Construction Manual, 7th edition, AISC Machine Design, Theory and Practice, A.D.Deutschman et.al., 1975 Introduction to Mechanics of Solids, E.P.Popov, 1968 Mechanical Engineering Review Manual, 7th edition, M.E.Lindeburg, 1985 Principles of Mechanical Metallurgy, I.LeMay, 1981 Page _1_ of _2_
g.
p Calculation G'-01 l
1 l'.
References-(Continued):
. Standard Aircraft Workers' Manuali Fletcher. Aircraft Co.,1979 Bechtel Topical Report BC-TOP-1 rev 1.
Bechtel' Topical Report BC-TOP-5A rev 3.
Bechtel Calculation C-01-24F Bechtel Calculation C-01-40.4F Bechtel. Calculation C-01-40.5F Bechtel Calculation C-11-05F Specification C-151 Drawings:
C-151-895-07 C-151-740-04 C-151-741-05 C-151-702-08 C-153-703-08 C-151-751-05 C-151-748-04 C-151-747-06 C-151-745-02 C-151-742-02 C-151-743-04 C-151-744-05 C-2L2311-0 C-OL2321-8 C-OL2902-8 C-OL2905-8 C-OL2908-6 C-2L2903A-0
==
Conclusion:==
The Containment liner leak chase system meets the design requirements of ASME Subsection ME for all pressure boundry loading applications (section NE-3000).
Page _2_ of _2,
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m,c.r.o HT-(74-3750/59) vm.E HALOGENSNIFFERTESTINGPROCh0RE
- "o-or 5
CIASS MC VESSELS AND ' LINERS
{
- ooucT arv. No.
custo*ata SNUPPS w OBJ oarc 10/25/77 ten En A"5 vTr O
i Pat **aro
_ Scope:
l This procedure applies to Shop and/or Field Halogen Sniffer Testing of the leak chase channel system and the reactor coolant pump dDChor assemblies as required by ontract drawings.
2.0 Personnel
Personnel qualified per thef CBI NDE Training Qualification and-2.1 Certification Manual shall direct and evaluate tests performed under:this procedure.
3.0
Reference:
1974 ASME Boiler and Pressure Ness'el Code,Section III, Subsection NE, and Section V Article 10, Paragraph T1040, no addenda.
- .0 A_pparatus
4.1 Halogen Leak Detector:
General Electric Type H-2 Gun or equal.
4.2 Halogen Standard Leak:
General Electric Type LS-20 or equal.
4.3 Type of Refrigerant:
Refrigerant 12 I
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IDENflFICATION h-/d/~ff/g--OQ.'
HT- (74 -3750/59 ) -
nmt BALOGEN SNIFFER TESTING PROCEDURE emot no. -
2 or 5
anoouer CLASS =MC VESSELS AND' LINERS a8tv No-1 eusvoasta.
SNUPPS
~
ev OBJ oart 10/25/77 4.4.Cauges:
Calibrated in accordance with the Contract Q. A. Manual.-
Ashcroft 0-30 PSI or equal.
4.5 Leak Detector Solution:
Seam Test concentrate manufactured p
by Winton Products or equal.
'5.0 ~ Preparation:
~5.1 Cleanliness The areas to be tested shall be free of oil, grease, paint, dirt, and other contaminates, which might otherwise mask a leak.
If liquids are used to clean the component,'the component should be thoroughly dried before testing.
6.0 Prel_iminary Leak Testing:
1 Press $trize the system to 9 psi using air.
6.1 6.2 Bold pressure for a minimum of 15 min'tes..
u 6.3-Apply the leak detector solution in a continuous film, free of bubbles, to all weld areas requiring inspection withir, the test boundary.
6.4 Observe the solution film; for indications of leakage.
6.5 If leakage is detected mark the area or areas of leakags and preceding to paragraph 8.0. repair at the completion of inspection and rete
7.0 Acceptance
7.1 No detectable leakage is allowed.
8.~0 Post Test cleanliness:
8,,1 After testing remove the solution film by wiping or allow to dry by evaporation prior to starting the Halogen Sniffer Test.
9.0 Procedure
1 9.1 Turn on the instrument and allow the filament to warm up.
a minimum of 30 minutes.
9.2 Check the H2 air flow gage. Gun at the nozzle for proper air flow using the way up the air flow indicator.The white ball should rise approximately half
___._____________.m_m
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socxtericAv ON b-/N- [Yd-d A HT-(74-37 50/59)
HALOGEN SNIFFER TESTING PROCEDURE vm.c.
~
eanc m 3
or 5
mooucT CLASS HC VESSELS'AND LINERS "tv
- 1
',custourn SNUPPS sv OBJ oarc 10/_25/77 9.3 Adjust the standard leak to a leakage rate of 1.5 x 10-5 std. cc/sec. to achieve the 1 x 10~
leakage detection using the 15% mixture.
i t'. 4 With the standard leak adjusted to the desired setting, calibrate the leak detector by moving the tip of the gun into and out of the leak port on the standard leak in one smooth movement of about one second duration.
Observe the reading on the leak detector.
If the pointer goes off-scale, turn the range switch counterclockwise (ccw) until the reading can be observed.
If the pointer does not go above 1 on the'10 scale, turn the range switch clockwise f
until the pointer is approximately mid-scale.
Temporarily record the time nnd meter reading on the NDE Technicians
/
pocket notebook..
9.5 Determine the scanning rate by passing the probe across the orifii:e of the capilary leak standard.
The scanning rate should not exceed that which can detect leakage of 1.5 x 10-5 std.cc/sec from the calibration standard.
i should be kept within 1/8" of the The probe tip standard leak orifice..
Temporarily record the above on the NDE Technicians pocket notebcok.
9.G Repeat 9.4 & 9.5 at a maximum of two hour intervals and at completion of test.
If instrument is found to be less sensitive, r.ecalibrate and retestt all areas tested after the lact acceptable calibration check.
9.7 Pressurize the test zone with the refrigerant to 5 psi, add air pressure to bring the gauge reading t,o 11 psi.
This will result in a 15% by volume Halogen concentration.
9.8 A minimum of 30 minutes soak time should be allowed for dispersion of the concentration throughout the test boundary.
9.9 Search for leaks by systematically snif fing the test surface keeping the probe tip within 1/8" of the surface.
9.10 When leakage is indicated, the operator should reinspect the same area to verify that the signal was caused byleakage and not by background.
9.11 If indication is determined to be a truc leak, mark the area and continue che inspection.
After completion of a test vent the system and make repairs in accordance with the C.B.I.
- zone, O. A. Manual for the contract.
Repeat Steps 9.7 thru 9.10.
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HT-(74-3750/59)
HALOGEN gNIrrER TESTING PROCEDURE vrvts 4
5 CIASS Mc vgg5ELS AND' LINERS paoover
' customan SNUPPS
- EV No-1 ev OBJ oArc 10/25/77 10.0 Acceptance Criteria:
10.1 No leakage in exce'ss of 1 x 10
~
11.0 Documentation l
std. cc/sec is allowed.
11.1. Document results of exam on the Halogen Sniffer Test Report.
See page S.
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HT-(74-3750/59) v'n*
HALOGEN SNIFFER TESTING PROCEDURE l
CLASS MC VESSELS'AND LINERS.-
pase wo.
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10/25/73 ev O B J.
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8' LEAK TEST REPORT i
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"*8' LEAK TEfaT REPORT Contract No. 74-3750 tocetion FULTON. Ho.
O shop Sneid
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7 Customer
. Procedure & Re t.
11NTON PTTCTRIC HT ( 74-3750/59)
Rev 0 Pressure Gauge Mfr.
M e
Rani Leek Detector Solution is) fj ppe,tg 0-3J U.S. GAUGE p-r 7
SEAKTEST Halcven Std Leak Mfr.
Model Range Hatogen Leek Detector Mfr.
Model GENERAL ELECTRIC LS 20 1.5x10-5 GENERAL ELECTRIC H-2 7
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( M-77 The testing covered by thl report has been performed in accordance yg-j
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Testin0 Technician (s)
Date Allind. cations have been evaluated in terms of applicable acceptance standards. ]M/j T
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Testing and ev stion have been performed Reviewed and accepted by to my satist i
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d'////ff FOREMAN DATE CUST OME H DATE AUTHORIZE D sN5PECTOH DATE
@ INST RUC.T80NS. When en entry es made under any "Unseceptable" column.meke e new eniry for the i eswmtdv tie em and epeat docunwntet on.
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Classification j*
Signature
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CERTIFIED MATERIALS TEST REPORT 91 0~///
k/hihases,+ f ktMM 2c43
$*l C-42231-0400-31 Customer Order No.
pey 2,
320073-1
. Order No.
CHICAGO BRIDGE & IRON COMPANY Shipped BELT ROUTE WAREHOUSE 160 WEST BROOKMONT AVENUE This meterial conforms to Specircotion KANKAKEE, ILLIN0l$
60901 WMS 501 Rev. I Supplement l
l.
74-3750 to WHS Sol Rev. 0 &
QAS 3tl7ev. 6 1
E 7018 e
Type
. Troda Nome Atom Arc 7018 o n l
or Trod 2morlu
-Test No. 768 r3 l
Diemeter Sizes 5/32" X-R'ay SatIsf.,ctory / co r-18.950 lb.
Centrol tio. LLLOI2 i
-n Lot Nvmber:
03 1-C721J 3,0 0
Heat Numbers 402A7681 Mot sture @l800 F. 0.18%
y
- Concentrica ty 3%
cra 3
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C' Carbon
.04
."*s*
1.06 (See Attached' sheet for test results).
... Clwora.,em 03
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3;ge,
.34 Bridge & Iron Welding specification WMS;5C l.Rev. I Supplement 74-375.0 to WMS 50I Rev2 p &
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QAS 311 Rev. 8. ASME.SFA5.1.
7,,g,,,
. ASME QUALITY SYSTEM CERTIFICATE (MTERI AL5) l gna,,,.
- g, NUMBER N-1224 EXPlRES C'4 SEPTEmeER 3,1973.
l Tungsten l
, Copper ~
02 I
Titonium
.Y * * ~ ' '
C
~O Phosphorus 013 O
t '-
Sulphur 013 Ysaedivra
,02
-n 33 M
'p-cra T ;
CT) 9
{
I 5 tate of Penna.
SS The undersigned certir..: that this report is County of York I
correct and that no significant change hos been mode in any of the elements described Subscribe'd and sworn to before me in the qualir. cation opprovol, this 9th doy of June 19 77
{
CHEMETRON CORPORAonTION '?.4
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i WITH PREPEAT Test As
' Stress Results:
Velded e.c l ie veg 15 bro. S1150 r-
//dedw M, g/gz(.2cf3 Yield 66,000 60,l00 Qgn.fm A
Tenslie 73,000 73,joo Elongation 22.0Y.
33.77, i
Red. of Area 47.2y, yg,7y, Charpy V-Notch Impacts Tested @-30 y I
Impacts' 45-45-90-95-104 120-140-147-192-201 Lat.Exp.
35-33-74-70-79 93-101-92-95-92
~
% shear 10-10-30-50-40 40-50-50-100-100
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VITNOUT PREHEAT 3
^
Test
'As
' St res s
-' n Results:
Welded Relleved
.N
'l D7 -,,a. %
15 hrs. @ll5.0 F..
.s i
' Yield '
,66,100 60,000
,3 Tensile 77,600 73.500 Elong4 tion
- 23. 7 U. ' f.
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Md114-116-118.L9[
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89-82-80 %
85-92-91-101-90 4,y.
% Shear 40-40-40-40-100 30-50-300-50-100 m
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