ML20132F688
| ML20132F688 | |
| Person / Time | |
|---|---|
| Site: | Hope Creek  |
| Issue date: | 07/31/1985 |
| From: | Douglas R, Mittl R Public Service Enterprise Group |
| To: | Butler W Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8508020346 | |
| Download: ML20132F688 (7) | |
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Putsc Sennm Electnc an1 Gas Company 89 Park Plaza, Newark, NJ 07101/ 201420 8217 MAILING ADDRESS / P O. Box 570 Newark, NJ 0/101 Robert L. Mitti General Monarr Nuclear Assurance and Regulation July 31, 1985 Director of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission 7920 Norfolk Avenue Bethesda, MD 20814 Attention: Mr. Walter Butler, Chief Licensing Branch 2 Division of Licensing Gentlemen:
VISUAL WELD ACCEPTANCE CRITERIA HOPE CREEK GENERATING STATION DOCKET NO . 50-354 Public Service Electric and Gas Company (PSE&G) hereby requests permission to adopt the provisions of Visual Weld Acceptance Criteria for Structural Welding at Nuclear Power Plants (VWAC) Revision 2. As recommended in the letter from J. P. Knight, NRC, to D. E. Dutton, Nuclear Construction Issues Group, Southern Company Services, attached for your review are the revised Hope Creek Generating Station FSAR pages documenting our request to commit to VWAC. It is also PSE&G's intention to follow the recommendations of the Nuclear Construction Issues Group in the preparation of a training program.
Should you have any questions in this regard, please contact us.
Very truly yours, k
8508020346 850731 W 1 T
PDR ADOCK 05000354 ) I A PDR ,
The Energy People 95411714*Al 7 R1
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Director of Nuclear Reactor Regulation 2 7/31/85 C D. H. Wagner USNRC Licensing Project Manager A. R. Blough USNRC Senior Resident Inspector GLO1 1/2
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3.8.3.6.3 Drywell Platforms 3.8.3.6.3.1 Naterials Materials used in construction of the drywel.1 platforms include the following standard specifications:
Specification Item Structural shapes (less than ASTM A36 30 pounds per linear foot)
Structural shapes (more than ASTM A441 or 30 pounds per linear foot) ASTM A588 Box beams and built-up wide ASTM A537, Class 1.
flange beams 3.8.3.6.3.2 Welding
( The drywell platforms are fabricated using welding procedures in accordance with the American Welting Society (AWS) Structural Welding Code D1.1. f/e 3 8-7) 564 e.
3.8.3.6.3.3 Nondestructive Examination 7 Nondestructive examination of welds for the drywell platforms, including radiographic examination, magnetic particle examination, ultrasonic examination, and liquid penetrant examination, is in accordance with Sections 6 and 8 of AWS D1.1.
3.8.3.6.3.4 Erection Tolerances Erection tolerances for the drywell platforms are in accordance with the AISC specification. Actual deviation from the specification is evaluated in accordance with procedures covered in Chapter 17.
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NCOS FSAR T AB12 3. 5-7 Page 1 of 2 LIST OF APPLICAB12 CODES, STANDARDS, RECOMMENDATIONS, AND SPECFFICATIONS Tltle E4 5 t Lont e a Destemet ton ACI American concrete Institute:
metIding code Doquirements for peinforced concrete 1971, with the 1974 ocoplement, 3tt including 1973 and 1974 revisione i I
Detteing code seguiremente f or concrete nosonry 1979 531 l Strecteres AISI American Iran and Steel institute; specif1 cation for the Design of Light Gauge 1968 ,
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Cold-Pormed Steel Structural Membere i t
Febreary 12, 1949 with:
AISc American Institute of Steel construction: Supplement 1 of 8eow 1, 1979 Specification for the Design, Fabrication, and Erection of Structeral Steel for Seildinge Supplement 2 of Dec 8, 1971 and Supplement 3 of Jene 12, 1974 l
z ANSI American Isottonal Stander 4e Institute: i De1141mg code Deguirements for ninteen Design Imede 1972 A58.1 in kildings and other Structures s!
r-AS EA American Ballway Engineering Association: s I UI .
pauseal for Railway Engineering (f or pose 1ble future March 1972 railway)
- gf m-Asset American Society of seschanical Engineers:
M soller and Pressere weemet code CD 1974 with Winter 1974 Addende A sesterlate Specificatione g Section II Stoclesr Pouer Piaat componente 1974 with Winter 1974 A44ende l Sectton III Itondestructive Esamination 1974 with Winter 1974 Addenda y Fection V teelding and Brating Qualifications 1974 with Winter 1974 Addenda Section II 1974 with Winter 1974 Addenda Section II Ineervice Inspection !
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huS American Welding Society:
D i. i Str.ctural eiung code (See pcfg_of nn i
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NCGS FSAR TABLE 3.8-7 (cont) Page 2 of 2 71 ele 34gegensee Deetenstion entL sanclear seetual Limited:
Property Imes Prevention Standards PCA Portland Com.et Association:
Desigst of 90sitistory Reinforced Concrete Butteinge 1961 for Earthgeake setions J.A. Slume, N.pt. Iseumark, and L.N. Corning USC Internettonal Conference of Suiteing Of f1cials:
I 1973 hatiore Dutteing Code
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e *ze-oi &Jeor Con.rfranon zssae Gm) sp mar Wsus) We hafh"a 6'h""- [ *" n;,
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RCGS FSAR Page 1 of 5 TABLE 3. 0-15 LIST or APPLICASLE CODES, STANDASDS, DEC009EtMDATIONS, AND SPECIFICATIONS Title Edition Deelenat ion American concrete Institute l Decommended Practice for Selecting Proportione for pornal 1974 ACI 211.1 and Heavyueight concrete pocommended Practice for Evalmation of Compreeston Test 1965 l ACT 214 Results of Field Concrete 1972, 1973 ACI 301 Specifications for Structural Concrete for Be1141mge
- .ded Practice for Measuring, Mixing, Transporting, and 1973 ACI 304 Ra-Placing Concrete Recommended Practice for Hot temather Concreting 1972 ,
ACI 345 ing ACI 3M Recommended Practice for Cole temather Concreting 1974 ACI 399 Recommended Practice for Consolidation of Concrete Maneet of Standard Practice for Detailing Deinforcing 1974 ACI 315 Cancrete Structuree F 1971 ACI 318 Bulleing Code Deguiresents f or Deinforced Concrete American Weteine Society 1975 AerS D1.1 StructuralWeldingCode((ce.NC76-Ol) pecommeneed Praetice for We14inq Deinfoccing Stee1 and 1975 kws 912.1 Connections in peinforced concrete Construction
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Cosumiselon C.J i Revision 1 RG 1.10 Mechanical (Cadweld) Splices in Reinforcing Bars of Jan 1973 N
Category I Concrete Structures CD '
Devision 1 J%
i RG 1.15 Testing of seinforcing Bars for Category I Concrete Dec 1972 m, Structures Revision 1 NG 1.10 - Structural Acceptance Test for Concrete Primary peactor Dec 1972 O j
Containments peondestructive Examination of Primary Containment Liner Revision 1 RG 1.19 Aug 1972 Welds
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RCGS FSAR Page 5 of 5 TABLE 3.8-15 (cont)
E4itton Tit 1e Destenetion American Institute of Steel Construction 1969 Specification f or the Design, Fabrication, and Erection AISC. of Structural Steel for suiteings and Supplement Itos. 1, 2 and 3 1972 AISC Code of Standard Practice for Steet Buildings and Bridges 1966, 1972, and 1976 AISC Specification f or Structural Jointe Osing AST91 A 325 or A 490 aatte W rtcan Society of slechanical Enetneers 1971 witte Addenda AsetE Boiler and Pressure vesset Code, Sections II, III, throegte Seauner 1972 ASME V, VIII, and IX International Conference of Buildine Officials 1973, 1976 taniform anilaing code caC i
l Du1141am officiale and Code "'-!nistratore l 1975 Basic Pluebing Code BOCA w
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