ML20198L303

Rev 2 to Spec 2323-SS-17, Miscellaneous Steel. Supporting Documentation Encl

ML20198L303
Person / Time
Site:	Comanche Peak
Issue date:	01/13/1979
From:	GIBBS & HILL, INC. (SUBS. OF DRAVO CORP.), TEXAS UTILITIES SERVICES, INC.
To:
Shared Package
ML20197J316	List: ML20197J311 ML20198K377 ML20198K383 ML20198K450 ML20198K456 ML20198K467 ML20198K472 ML20198K479 ML20198K489 ML20198K502 ML20198K506 ML20198K511 ML20198K513 ML20198K518 ML20198K527 ML20198K537 ML20198K556 ML20198K562 ML20198K568 ML20198K574 ML20198K581 ML20198K588 ML20198K600 ML20198K844 ML20198K853 ML20198K872 ML20198L117 ML20198L169 ML20198L186 ML20198L203 ML20198L212 ML20198L218 ML20198L235 ML20198L257 ML20198L261 ML20198L275 ML20198L291 ML20198L303 ML20198L317 ML20198L325 ML20198L337 ML20198L367 ML20198L379 ML20198L384 ML20198L388 ML20198L395 ML20198L401 ML20198L406 ML20198L420 ML20198L431 ... further results
References
FOIA-85-59 2323-SS-17, NUDOCS 8606040260
Download: ML20198L303 (43)

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TEXAS U"'ILITIES SERVICES IL O.

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AGEliT ,F.OR TEXAS UTILITIES GENERATING CCF2A'iY ACTING FOR DALLAS POWER & LIGHT COMPANY TEXAS ELECTRIC SERVICI COMPANY

• TEXAS POWER & LIGHT COMPANY THis SPECIFICATION COVERS NOCLEAR SAFETY RELATED EQUIPMENT

' COMANCHE PEAK STEAM ELECTRIC STATION t UNIT,pOS. 1 &2

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ISSUED FOR FOR~0FFICi AND -

1 CONSTRUCTION MENEERING USE ON MISCELI.ANEOUS SIZEL SPECITICATION NO. 2323-SS-17 s - -

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REVISION 2.- DECEMBEF 12, 1978 p.

(TUSI REFERENCE 05217)

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ft); Specification 2323-SS-17 Revision 2 Page i l

l MISCELLANEOUS STEEL TABLE OF CONTENTS y

SECTION TITLE PAGE 1.0 SCOPE 1 1.1 WORK INCLUDED 1 1.2 WORK NOT INCLUDED y

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g 2.0 GENERAL REQUIREMENTS 3 f 2.1 AISC SPECIFICATICIT 3 t

4 2.2 SO35TITt7rION OF SECTIONS 3 r t0 L/ '213

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• S RESPONSIDILITY 3 2.4 STORAGE OF MATLTtIAL 3

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• 3.0 APPLICABLE STANDARDS, CODES AND SPECIFICATIONS 4 5

& 3.1 AMERICAN SOCIETY FOR TESTING j -

MATERIALS SIANDARDS 4 G .

5 3.2 AMERICAN INSTITUTE OF STEEL CONSTRCCTION 5 3.3 AMERICAN NATIONAL STANDARDS IN3TITUTE 5 I.

3. 4 ATCMIC ENERGY CO!O!ISSION 6 t

3. 5 AMERICAN WELDING SOCIETY PUBLICATIONS 6 h

3. 6 STEEL STRUCTURE 3 PAIUTING COCCIL .6 j 3. 7 REFERENCE SPE IFICATIONS 6 y 4.0 MATERIALS 6 0 *. .

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Specification 2323-SS-17  !

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SECTION _ TITLE PAGE i

4.1 STRUCTURAL SHAPES, PLATES AND ANCHOR BOLTS 7

4.2 BOLTS 7

4.3 FLANGES AND PRESSURE TIGHT MANHOLE COVERS 7 i'

4.4 PIPE SLEEVES 7

4.5 FLOOR PLATES 7 4

b6 STEEL CASTINGS.

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. 7 d 4.7 GROUT 8

4.8 WALL FITTINGS 8 4.9 STAIT ESS STEEL LINER PLATE 8

- I 4.10 STAINLESS STEEL LIITER SkAPES E 4.11 ANCHOR STUDS .

e 8 j 4.12 RICHMOND INSERTS 8

, 5.0 SEOP DRAWINGS 9

.; 6.0 DETAIL DESIGN -

s 9

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.i 7.0 WORKMANSHIP

. 10

7.1 GENERAL 1

10 j 7.2 AISC SPECIFICATIONS 10 7.3 FOUNDATION DOLTS 10 7.4 UALL AND FLOOR PIPES AND PIPE SLEEVES 10

7. 5 PIVET AND SCREW EEADS 11

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% Soecification 2323-SS-17 R'evision 2 Page lii SECTION TITI,E PAGE 8.0 CLEANING, PAINTING, GALVANIZI!iG, SPO* PAINTING AND FABRICATOR PIECE MARKS 11 8.1 GENERAL .

11 6.1.1 CLEANING

. , 11 8.1.2 SHOP COAT 11 8 1.3 GALVANIIING 12 8.1 4 SPOT PAINTING 12 '

8.1.5 FABRICATOR PIECE MARKS 12 8.2 MISCELLANEOUS STEEL IN THE RI!CTOR SUIL. DINGS INTERNAL STRUC'IUPES 13 O-'* ^" ~

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8.2.3 FINIGH COAT I 13 8.3 MISCELLANEOUS STEEL FOR ALL STRUCTURES CTHER THAN THE REACTOR BUILDINGS INTERNAL STRUC"UEES 13 8.3.1 CLEANING 13 8.3.2 SHOP COAT 13 8.3.3 FINISH PAINTING 14 9.0 INSPECTION AND TESTS 14

• 9.1 INSPECTIOli 14 b

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9. 2. TESTS 14 l

10.0 QUALITY ASSURANCE PROGRAM FOR THE SUPPLY, FABRICATION AND ERECTION

' OF NUCLEAR SAFEff RELATED MISCELLANEOUS STEEL IN CATEGOPY I STRUCTURES 14 10.1 PROTECTIVE COATINGS 15 t

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Specification 2323-SS-17

, Revision 2 December 12, 1978 Page 1 MISCELLANEOUS ST EEL '

1.0 SCOPE p 1.1 WORK INCLUDED a.

The work covered by this Specification consists of furnishinst all labor, tools, materials, equipment the and supervision for supply, detailing, fabrici. ting, galvanizing (at.

required) ,. shop painting, finish painting containment inside the al.L structure, miscellaneous delivering, storing and installing of steel, wall castings and other miscellaneous metal ite::.s specified herein and shown on the Engineering Drawings.

b. Miscellaneous steel items .2 e required for, but not limitad to the following principal structures and their appurtenances, unless otherwise noted.

1.- Category I Structures (a) Reactor Buildings Internal Structures -

. (b) . Safeguards Buildings (c) Auxiliary Building (d) Fuel Building (e) Service Water Intake Struc ure (f) Refueling Water Storage Tank (g) Condensate Storage Tank (h) Reactor Makeup Water Storage Tank

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Specification 23 23-ss- 17 c), Revision 2 December 12, 1978 Page 2

2. Non Category I Structures (a) Circulating Water Intake Structure

.(b) Circulating Water Discharge structure

, (c) Turbine Generator Foundation d

(d) Turbine Building (e) _ Administration Building-(f) Guardhouse '

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(g) Maintenance Building c.

Miscellaneou.s steel in the steel which is not included in the-category of structural steel as defined under section 2 of j

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the American Institute of Steel Construction "Ccde of Standard Practice" for Steel Build.i.ng and Bridges and

, includes but is not necessarily limited to miscellaneous

steel shapes, plates and assemblies, equipment and column base anchor bolts , anchor bolt sleever , pipe sleeves through u floors and walls, equipment mounting plates, steel pieces for embedment in concrete structures and foundations,* ventilator frames, steel members set in concrete for edge or corner protection, frames and floor plate, concrete inserts, and stainless steel liner system for concrete tanks.

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! 1. 2 WORK NOT INCLUDED N

h The following items are not included in this specificatien I! a. Stairs and stair treads a

b. Handrail

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d. Grating u ..

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(1 Spt?cification 2323-SS-17

'"4 Revision 2 December 12, 1978 Pane 3 e.

Containment structure steel liner including penttrations in containment 4

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Anchor bolts for 345/138 kV switchyaru steel structures.

g. Stainless steel liner systems used in the refueling cavity, i transfer canals, spent fuel storage pools and cask loading pits. '-

2. 0 GENERAL REQUIREMENTS

2.1 AISC SPECIFICATIO17 Unless otherwise indicated, the latest issue of AISC

" Specification for Design, Fabrication and Erecrion of Structural Steel for Buildings" at the tine of purcqase order shall govern

, the work, where applicabic.

2 h, 2.2- SUBSTITUTION OF SECTICNS I

substitution of sections,' or modificatioas of details, or both, may be made by using the next la.pger feasible thickness or weight

. of the nominal size member showrl on the dmilgn drawing for safety related items. R C/ . 2 Non-safety related item sub stitu tions and/or

,' modificat! sns ruy be made by using a larger size and/or weight of the membei shown on the design drawing. Other substitutions and/or mcdifications shall be made on!.y when approved by the Engineer.

1 2.3 CONTRACTOR' S RESPONSIBILITY - -

The Contractor shall be responsible.for all errors in detailing of shop drawings and fabrication and for the correct fitting of

( structaral members. See Section 5.0 of this Specification for H addit lonal requirements.

1

2. 4 STOP AGE OF MATERIAL Miscellaneous steel material, either plain or fabricated, shall j be stored on the site above the ground upon platforms, skids or other supports in accordance with Contractor's construction Procedure, as approved by the Engineer'and/or TU5!. REV. 2 4

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73 Specification 2323-SS- 17 Q. Re'rision 2 Desember 12, 1978 Pat,:e 4 3.0 APPLICABLE STANDARDS, CODES AND 1:PECIFICATIONS Codes and Standards referenced in this Specification are to be the latest edition at the time of purchase order.

3.1 AMERICAN SCCIETY FOR TESTING MATIRIALS STANDARDS ASTM A27 Specification for Mild to Medium Strength Carbon Steel Casting for General Application.

ASTM A36 Specification.for structural Stec1 ASTM A53 Specification for Welded and Seamless Steel Pipe. '

ASTM A108' Specification for Cold Finisn Carbon Steel Bars and Shafting ASTM A123 Specification for Zinc (Ect galvani:ed) Coatings on (il) Products Fabricated frcm Rolled-Pressed and Forged Steel. Shapes, Plates, Ears and Strips.

ASTM A126 Specification for Gray Iron Castings for Valves, Flanges and Pipe- Fittings.

ASTM A134' Specification fcr Electrie:-Fusion (Arc) Welded Steel Plate Pipe (16 inch and over)

ASTM A181 Specification for Forged or Rolled Steel Pipe Flanges, Forged Fittings and Valves and Parts for General Service.

ASTM A240 Specification for Heat Resisting Chromium and Chromium-Nickel Stainless Steel Plate, Sheet and Strip for Fusion-Welded Unfired Pressure Vessels.

ASTM A276 Specification for Stairtles.s and Heat-Fesisting Steel Bars and Shapes.

ASTM A283 Specification for Low and Intermediate Tensile Strength Carbon Steel Plates of Structural Quality.

ASTM A307 Speci fication for Carbon Steel E:<ternally and Internally Threaded Standard Fastener::.

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Specification 2323-SS-17 g .

Revision 2 December 1.2, 1978 i Page 5 ASTM A325' Specification for High Strength Bolts for Structural Stee1 Joints, Including Suitable Nuts and Plain Hardened Washers.

ASTM A572 Specification for High-Strength Low Alloy Columbium-Vanadium Steels of Structural Quality.

.; 3.2 AMERICAN INSTITDTE OF STEEL CONSIRUCTION AISC Specification for Design, Fabrication and Erection

j

, of Structural Steel for Buildings.

j AISC Code of Standard Practice for Steel Buildings and Bridges .

A AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts.

I 3.3 AMERICAN NATIONAL STANDARDS INSIITUIE kkNSIB18.2.1 ' Square and' Hexagcn. Bolts and Screws, including

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.1 Askew Head Bolts, Hex Cap Screws and Lag Screws. -

ANSI B18.2.2 Square and Hexagon, Nuts.

) ANSI N45.2-1971 Quality Assurance Program Requirements l REV. 2 for Nuclear Power Plants a

4 ANSI N45.2.9 Requirements for Collection, Storage and 9 Draft 11, Revision 0 Maintenance of Quality Assurance Fecords h

s Dated Jan. 17, 1973 for Nuclear Power Plants. .

g ANSI N45.2.10 Quality Assurance Terms and Definitions y Draft Dated, 1973 .

i ANSI N45. 2.11 Quality Assurance Fequirements for the

.1 Draft 2, Revision 2 Design of Nuclear Power Plants.

? Dated, May 1973  :

3' ANSI N45.2.12 Requirements for Auditing of' Cuality j Draft 3, Revision 0 Assurance Programs for Nuclear Power 4

Dated, May 2, 1973 Plants.

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" Specification 2323-SS-17 Revision 2 December 12, 1978 Page 6 ANSI N45.'2.13 Quality Assurance Requirements for AEC Extract Control of . Procurement of Items and Draft Dated Services for Nuclear Power Plants. -

May 31, 1973

3. 4 ATOMIC ENERGY COMMISSION j

10CFR 50 Appendix B

• Quality Assurance Criteria for Nuclear Power Plant and Fuel Reprocessing Plants I 3.5 '

AMERICAN WELDING SOCIETY PUBLICATIONS AWS D1.1 Code for Welding in Lullding Ccnstruction. RE7. 2 AWS A2.0 Standard Welding Syrthols.

m 3.6 STEEL STRUCTURES PAINTING COUNCIL i k SSPC-SP1 Solvent Cleaning SSPC-SP2 Hand Tool Cleaning p a

SSPC-SP3 Power Tool Cleaning SSPC-SPS White Metal Blast cleaning j SSPC-SPS Commercial Diast Cleaning l? -

l; 3. 7 REFERENCE SPECIFICATIONS 1

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GCH Specifications 2323-AS-30 and 31 Painting and Protective Coatings . --

4.0 MATERIALS All materials shall be the best of their respective kinds,

' obtained from well finiched shapes, bars or plates as required and shall be free frem any icperfections, laminations, pitting, clag inclusions, or mill scale that will impair strength, durability or appearance.

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g. Specification 2323-SS-17 Revision 2 December 12, 1978 Pacte 7 4.1 STRUCTURAL SHAPES, PLATES AND ANC' HOR BOLTS Structural shapes, plates and anchor bolts shall conform to ASTM A36 unless otherwise noted. -

4.2- BOLTS Bolts shall conform to ASTM A307 Grade A except for Anchor bolts and where ASIM A325 or ASTM A490 bolts. are called for on the Engineering Drawings.

4.3 FLANGES AND PRESSURE TIGHT MANHOLE COVERS

- Flanges and pressure tight manhole covers shall conform to ASTM A181 Grade I, 125 pound drilling; carbon steel bolting shall

., conform to ASTM A307 Grade A with duck inserted rutber gackets,

< s full face. ,

4.4 PIPE SLEEVES -

I' Pipe sleeves, wall and ficor shall conform to either ASTM A120, RN. 2 A53 or API SL. The pipe shall be standard weight.

4.5 FLOOR PLATES

, Floor plates shall be skid resistant raised pattern type, I; standard to the mill from whicn obtained. No special steel 11 specification is required, except that it shall have strength characteristics at least equivalent to ASTM A36.

,t 4.6 STEEL CASTINGS Steel castings shall conform to ASTM Specifica tion for Mild-to-Medium-Strength Carbon-Steel Castings for General Application A27, Grada 65-35. .

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Spt cification 23 23-SS- 17 Revision 2 December 12, 1978 Pac e 8 D.

4. 7 GROUT Grout requirements for base plates and bearing plates shall conform to specification 2323-SS-9 Concrete. .

4. 8 WALL FITTINGS .

Wall fittings shall be black steel pipe conforming to ASTM A53 Grade A with continuous welded steel plate collar conforming to ASTM A283 Grade C and flanges to ASTM A181 Grade I.

4.9 STAINLESS STEEL LIUER PLATE, The material for the stainless steel linar plates shall conform to ASTM A240 Chromium-Nickel stainless steel type 304L rolled to

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4.1 C STAINLESS STEEL LINEF SHAPES The i-material for stairless steel liner shapes shall conform to 4

. ASTM A276 Chromium-Nickel stainless steel type 304L Class C condition.

4.11 ANCHOR STUDS o Material for ancho'r

] by Nelsen Stud Weldingstuds shall be Nelson studs as manufactured Company, or approved equal and shall conform to ASti A108. For size and type see Engineering

, Drawings.

j 4.12 RICEMCND INSERTS Richmond Insert Types DC-2W and EC-6W may be used in lieu of types EC-2 and EC-6, respectively, in top of slab application. REV. 2 Plastic or nickel plated stee l plugs may be used;in lieu of stainless steel plugs. .

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. Specification 2323-SS-17 '

f Revision 2 .

l December 12, 1978 I Page 9

, l 5.0 SHOP DRAWINGS t

a. The Contractor shall prepare detail and assembly shop drawing in accordance with AISC Specifications for items specified herein where applicable, based on the Engineering Drawings.-

! These drawings shall be submitted to the Engineer for

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approval, unless directed otherwise by the Engineer and/or TUSI.

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!: NOTE: The following itemt are to be waived from the

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Design Engineer's Review of Shop Drawings:

l 1) Door frames and thresholds

2) Access frames. and covers .

Handrail'oleever REV. 2 f 3) fg ..

4) . Concrete edge,and. corner protection

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3.5) Anchor balts

[ b. Fabrication shall not proceed until the applicable drawings

? have been approved by the Engineer and returned to the Contractor unless otherwise directed by the Engineer.

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t l c. Approval by the Engineer shall not relieve the Contractor from responsibility for the accurate ' detailing and.

I' fabrication of all material.

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< d. All welds, both shop and field, shall be indicated by

1. standard welding symbols as per AWS D1.1. Shop and erection.

5 drawings shall show the size, location, length and type for each weld.

6.0 DETAIL DESIGN .

F b a. Detail design, fabrication and installation shall be in f accordance with the AISC " Specifications for the Design, Fabrication and Erection of Structural Steel for Buildingc",

where applicable, and as called for in the re f erence standards.-

i b. All welding shall conform to the Arerican Welding Society ,

4 :' " Code for Welding in Building Construction" AWS D1.1 or as i

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n Specification 2323-SS-17 Revision 2 December 12, 1978 Page 10 called for in the reference standards. Welding conforming to other Codes or Standards such as ASME Section IX may be used REV. 2 as permitted by the Engineer.

c. Castings shall be of si=e determined by the character of work to which they form parts. Cast products shall be clean cut,

< true to shape and pattern, free from defects that might impair their strength or appearance. Edges shall be clean cut, with sharp.and well defined profiles.

4

< 7.0 WORKMANSHIP 7.1 GENERAL -

Fabrication, erection, and installation of items specified herein shall conform to the best standard practice.

7.2 AISC SPECIFICATIONS "The erection of all miscellaneous steel shall comply with the i

requirements of AISC aspecification for Denign, Fabrication and Erection of Structural Steel Buildings; and AISC " Codes of Standard Practice for Steel Buildings and liridgesn. except where otherwise stated herein or shown on the Enitineering Drawings.

7.3 FOUNDATION BOLTS i special care shall be given to the exact placement of all

foundation anchor bolts or mounting platen for the subsequent J setting by others of the equipment for which the f cundations or supports are provided. All foundation bolt.s shall be set by the

use of templates.

• 1 7.4 WALL AND FLCCR PIPES AND PIPE SLEEVES

a. Wall and floor pipes and pipe sleeves shall be set accurately to position, line and grade as called for on the Engineering h, Drawings, ready for connection by others. Joint materials i for connection to the pipe lines will be f urnished and j installed by others. Contactor shall furnish and install suitable wooden protectors for flange faces.

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'~~m Soecification 2323-SS-17

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Revision 2 4- December 12, 1978 Patre 11

b. Wall ' pipe sleeve ends shall be perl endicular to the sleeve center line and shall be flush with the concrete wall in which installed unless shown otherwise. Floor sleeves shall be flush with the underside of the floor but shall project 3 inches above the finish floor unless otherwise indicated on the drawings. .

7.5 RIVET.AND SCREW EEADS Rivet heads and machine screw-headr shall be flat and countersunk in exposed faces of work . of an ornamertal character.

Tamper-proof screw-heads shall be used where fastenings appear on surfaces of exterior work.

8.0 CLEANING, PAINTING, GALVANIIING AND FABRICATOR PIECE MTdtKS E.1 GENERAL .

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Q ,oS.1.1 CLEANING

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s After fabrication, all miscellaneous steel surfaces shall be .

thoroughly cleaned of heavy qeposits of oil or grease in accordance with SSPC SP1. (For additional cleaning requirements .

see Sections 8.2 and 8.3 of this specification. ) For stainless steel, only iron free silica sand, alumina oxide grinding wheels and/or stainless steel wire brushes shall be used. Solvents with a maximum of 1.0 ppm chloride content sha.1 he used on stainless steel. -

8.1.2 SHOP COAT

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a. Except for surfaces which are to be encased or in contact with concrete, or to be welded or galvanized , or stainless

! steel, or the interior surf aces of pioe sleeves, or where l prohibited by requirements of the 2 a " Specifications forl REY.

] Structural Joints Using ASTM A 325 or A 490 Bolts" or where otherwise noted on the Engineering Drawings all miscellaneous steel shall be given one shop coat of paint.

b. Parts which will be inaccessible a f ter assembly shall te given two shop coats of paint. The second coat shall be of slightly different color than the first coat.

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Specification 2323-55-17 Revision 2 December 12, 1978 Page 12

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c. Application of the shop coat (primer) shall be in strict

" accordance with the coating manufacturer's instructions and shall conform to the requirements of specification 2323-AS-31.

d. Painting operations performed at the site shall be conducted in accordance with REV. 2 the requirements of specifications 2323-AS-30 and 2323-AS-31.

8.1.3 GALVANIZING Where galvanizing- is indicated, it shall meet the requirements of -

" Standard Specifications for Zinc (Hot Galvanized) Coatings on Products Plates, Bars Fabricated and Strips", from Rolled, Pressed and Forged Steel Shapes, ASTM Designation A123. (Galvanizing shall not be used the containment, nor incased in concrete.)O for miscellaneous stecL to be innalled inside

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8.1.4 Spor PAIMTING~

, Spot painting of damaged surfaces and unpainted portions of welded after and bolted connections shall be performed in the field erection, using the same paint as the shop coat and according to the manufacturer's instructions.

8.1. S FABRICA7DR PIECE MAH. :S

a. After piece mark shopon coatingeach unit the *to fabricator be installed. shall paint an appropriate e This paint shall be compatable with and covered applied after installation. -

by the finish ccat which is

b. Prior to galvanizing, the individual or assembled unit shall g be clearly marked with steel dies or some other a ppropriate k

method.

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8.2

' MISCELLANEOUS STEEL IN THE REACTCR BUILDINGS INTERNAL STRUCTURES 8.2.1 CLEANING .

.i Miscellaneous steel surfaces in the reactor buildings internal structures shall be cleaned and have surface preparation in 5

accordance with specification 2323-AS-31. REV. 2 j ,,,

j 8.2.2 SHOP COAT . ,( : -

The shoo coat 4

building's internal structures (primer) on miscellaneoas steel in the reactor Specification 2323-AS-31.

shall be in accordance with P.E V . 2 a

~

~~

{

C 0 8.2.3 nNzSa coa: ~ E t . . : ".

i The finish coat on miscellaneous steel 2 n the reactor building internal structures shall g, be in accordance with REV. 2 1

Specification 2323-AS-31. '

{

'd 8. 3 MISCELLANEOUS STEEL FOR ALL ST}OCTURES OTHER THAN THE i REACTOR BUILDING INTERNAL STRUCTUI ES

.t j 8.3.1 CLEANING -

4

} Miscellaneous steel surfaces for all structures other than the reactor buildings shall be cleaned and have surface preparation in accordance with Specification 2323-AS-31. Ps

• 2 1

1

] 8.3.2 SHOP COAT j The shop coat (primer) for all structures other than the reactor

~

buildings internal structures shall be in with REV* 2 l

' accordance Specification 2323-AS-31.

h '

y .

c r .

W I

• *u- -

%.-,m._ ... . - . aurnwram., .,r...-,-- ..m. . . --. - m e .. z....- . .r..m . m<sixy m .u s.m.-.m--.,. ,.

.. - ,, , - . m - - - - ,  :.u w e

• C Gibbs & Hill, Inc. l i - Specification 2323-SS-17 l Revision 2 December 12, 1978 Page 14 J

8.3.3 FINISH PAINTING l

See GSE Specifications 2323-AS-30 and 2323-AS-31 for finish coat.

Color shall be as shown on the finish schedule. ,

9.0 INSPECTICH AND TESTS J

x.

[ 9.1 INSPECTION i

The material to be furnished and erected under this Specification shall be subject to inspection at any time, and full facilities shall be provided for this inspection.

Inspection in the shop

{ shall not relieve the satisfactory materials,'and the Engineer reserves the right to contractor or his responsibility to furnish -

f reject any materials at any time before acceptance of the

structure, when, in the opinion of the Engineer the materials and p workmanship do not conform to the - raquirements f specification. of this Q

~ ' '

, - ,. 3 : . ,,

s;p -

3 .

9.2 TESTS ,

a. Certified material' test keports showing conformance to 2 mechanical and chemical propertien of the material l RE7 Specification shall be submitted to the Engineer, i b. Tests and inspections for accordance with Specification 2323-AS-31. protective coatings shall be in l REV. 2 10.0 QUALITY ASSURANCE PROGRAM FOR THE SUPPLY FABRICATION AND

' ERECTION OF NUCLEAR SAFETY RELATED HISCELLANIOUS STEEL IN CATEGORY I STRUCTURES i

For nuclear safety related misce'l aneous steel as identified on the Engineering Drawings the Contractor shall establish and implement a Quality Assurance Program which the applicable rules and standards as imposed conforms to Regulatory Commission; by the Nuclear RE~6 2 10CFF50, Appendix B, ANSI N45.2-1971, ANSI N45.2.9 (Draft 11, Rev. 0-January 17, 1973) , ANSI M45.2.10 (Draft dated 1973), ANSI N45.2.11 (Dratt 2, Rev. 2-May 1973) ,

ANSI N45.2.12 (Draft 3, Rev. 0-May 2, 1973),

ANSI M45.2.13-AIC I- Extract (Draft program dated May 31, 1973). and this Specification. The

) shall include pertinent aspects of procurement, t fabrication, cleaning, painting, shipping, storing, handling,

- esting and site erection.

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Gibbs & Hill, Inc.

$.J Specification 2323-SS-17 Revisicn 2 December 12, 1978 Pace 15

, The Contractor shall submit all fabrication, installation and testing pror:edures to TUSI for review and comment prior to their use. This right of review and ccmment shall also extend to any changes made to the Contractor's quality assurance program and procedures during the course of work. .

The Contractor shall provide for Right of Access to his plant, facilities and records for inspection or audit purposes by TUSI,

] TUSI's designated representative, or other authorized parties such as regulatory agencies. These provisions also apply to the i contractor's suppliers.

1 Contractor agrees to stop work and/or withhold shipment at .

request of TUSI or its representative until resolution of any major quality assurance or quality centrol deficiencies.

a The. Contracter shall establish procedures to assure that all inspection tools, instruments, gaces and other measuring and

testing devices are in a calibration and control system traceable (m)p o the National Bureau of Standards where unch standards exist.

! When inspection -and testing equipment is found to be out of calibration, all items inspected, tested or measured with that

, equipment since the latest valid. calibration shall be considered unacceptable. Resolutien of thede cases shall be determined on a case basis.

i 10.1 PROTICTIVE COATINGS Quality assurance for protective coatings within the containment g shall conform to the requirements of specification 2323-AS-31. REV. 2 1

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b I) STEAM ELECTRIC STATION -

430 1 h, k a S @ 4 SIGN DEVIATION AUTHORIZATION 1 C --

T (WILL)(G7.Cct%R)_ BE INCORPORATED JOB NO. 351195 AUTH0RIZATION NO. ,

1 IN DESIGN DOCUMENTS. '

ECEIy[A Rev- 1 RELATED: X YES NO .j

1. DESCRIPTION OF CHANGE /uswa p Mb k F A. APPLICABLE SPEC /IDCCMDC bf3-ob N 1  ? 9-30-76 Rev.> Issue Date

>l ,;

~

l

$I ch a n st e section 5.0 (a) (!!h o t, Drawings) to read as follows:

, j g... fJETAILS

. . . . =

hNN D U h The contractor shall orecare detail and assembl7 shop drawings in.accordance with AISC Specific,ations for items specified here-

% 9 in where applicable, based on the Engineering drawings. These S 'T l j '. . ~E drawings shall bd submitted to the Engineer for approval unless directed othervite by the Engineer and /or TUSI.

C

b. Note: The following items are to be waived from the Design i

g g

, N,

% Engine.er's Review of Shop Drawings: ,.

h ' ,.$ 1) Door frames and thresholds

( '

/ t- 2) Access frames and c o v e r.s

I I e_ 3) Handrail sleeves i

ay

• 4) Concrete edge and corner protection

5) Anchor' bolts f'

O.

, In

. 6) Embedded pipe sleeves and collars

. .. h}, t3 - 7) Electrical cable tray and equipment supports

- 8) Instrumentation supports

, A 9) Embeds required for R7AC and pipe supports 3

10) Platform supports and emoeds Q D- T h .t basis for waiver of these items is delineated by the belov t y' s referenced correspondence.

> 2.N SUPPORTING DOCUMENTATION , ,

(

BRF-1743, TUF-1384, CTN-7127, TUF-3269.

- ~ ~

t .. ,

- NOTE: THIS DOCUMENT SUPERSED'iS AN.D VOIDS DC/DDA-1 t

3. SIGNATURES A. IPPROVED BY: M _ A8:f-M B. APPROVED BY: Mk /77 W

C. APPROVED BY:

! 2 - 7 ~7 y

Profect En;;'ineer or E:id,ineering Supervisor Date 4 STANDARD DISTRIBUTION 3. DOCUMENT CONTP.0L

! TUSI Dallas (6) SGR Field (1) FOR RECORD ONLY

]' TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY TUGC0 Site QA (1) B&R Site QA ( l', T~ NEED TO KNOW v

G&H New York (1) B&R Houston QA (1) .. ALL (AFFE3D) ECCDEE HOLTER 5 PER ATTACHED LIST p____.-._ . _ ._ .__.__,. _ ._ _.. _ _. _ _ __ , . . . _ , , . , _ ,

y s COMANCHE PE S A.M ELECTRIC STATION l[

FILE, ROT ARMS. SPEC DESIGN CHANGE / DESIGN DEVIATION AUTHORIZATION .

s (WILL) (UIEII.UO2) BE INCORPOPATED AUTHOEdATIONNO. 223

.r'IN DESIGN DOCUMENTS.

SAFETY RELATED- X YES NO

1. DESCRIPTION OF CHANGE /EEYIIIIONXEIAZI1Tri t Las

. 2323-SS-14 3 11-17-75 A. APPLICABLE SPEC /323X3GCUXENTX 2323-SS-17 1 9-30-7e Rev. Issue Dacc B. DETAILS Surface preparation requirements for the carbon steel liner and miscellaneous steel inside the containments are given in Appendix 'A' I of Specification 2323-AS-31, Rev. O, to meet SSPC-SP-10, "Near-white -

blast cleaning". Specification 2323-SS-14, Section 9.1, and Specifi-cation 2323-SS-17, Section 8.2.1, both still require SSPC-SP-5, " White metal blast cleaning". -

5 a

SSPC'-SP-10, "near white blasting cleaning", is an acceptable surface ,

preparation. Specification 2323-SS-14 and 2323-SS-17 will be revised

} to reflect this as discussed with R'alph McGrane of G5H/New York.

JOB NO. 351195 w

a E- EcEiVE pA d 2. SUPPORTING DOCUMENTATION s Carboline Telex No. 8512. y yg g" ihy= g1 SEP 131977 (

(

j i rHLrbtmJ-~

a

3. OBJ EMFEU3Q 5- l% J .I ' E= &= ' Eli T*_@]

I SIGNATURES A. APPROVED BY: M - S /E-77~

a Date

( B. APPROVED BY: G6[He4% W;L,tmr*fCaeiye u-/7/2 [2 ,/w.D, u.~. . 9 2 '7 7 C. APPROVED BY: -6 Projtict Engineer or Et@ineering Supervisor Date 4 STANDARD DISTRIBU"' ION 5. DOCUMENT CONTROL

,; TUSI Dallas (6) B&R Field (1) FOR RECORD ONLY 1 TUSI Field (1) B&R Houston (1) FOR CLARIFICATION ONLY (d)

TUGC0 Site QA (1) B&R Site QA (1) NEED TO KNON

'j; G6H New York y ALL (A.TED) ECCDE'C H L:. .

, (1) B&R Houston QA (1) i'2 PER ATTACHED LIST

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c _._. . . . _

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, FAE 1 CF 1

! SPEC.TUGC0(2)

CGtANCHE FEAK SI?At E.ECIRIC STATICN O DEsIci ce<GE mraumCu CCA NO. 739 Rev. 7 (WII.L) {M11XRCt.) EE INCCRFCRATED IN CESIci CCOOT .

SAFEIN RELATED ECOST: XX YES NO 1.

2. CRIGINATCR: CFFE XX CRIGDIAL DESICER l

DESCRIPTICN: 2.

r 2323-SS-17 2 2323-55-7 6B RE7. -

A.. APPLICAELE SPEC /t$C700CGEM

3. CETAH.S THIS REVISION VOIDS AND SUPERSEDES DCA 739 Rev.1.

ps -

3 Change paragraph 8.2(a) of 2323-SS-163(and caragrach 9.2(a) of 2323-SS-17/as follcws:

g All materials used will be orovided with one of the following certifications which f

will beccme a cart of the permanent croject records:

f.

1. Certified Mill Test Reports giving chemical and physical orocerties. -

2. Certified Materials Test Reports (indecendent party testing).

};

3. Certificates of Ccmpliance which specify material scecification, grade, ll -class, and heat treatment as applicable.

I

' 5 5 -11 d 5 RECEIVED _msssy_mu. g_

L -

s rnu in e

[

• JUL 061984 t 3 'JUNA5c:5-p

. 11 DOCUMENT CONTROL L alh001.bu U L$d:.)

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<  ; 4 SUFFCETING DCCOENT.CICN:

a 1 Uf1 1101" f I I V j s=1t:4muserW j.(kkkbk b khbbbb!

~ CR /bb-6-23-8A S. AFFRCVAL SIGlX:"JRE3:

'N' A. CRIGINATCR: bmM DAH .

3. CESIGN REFFE5ENT.CH3: DCu CATE b cEsIGN Eri Ex FRICR TOJ<x/ del c^TE N*

O C. tss2E:'

6. ST.ANCA.:D DIST,I3UTICN: Mark 'delch-QA (1) M in d o u g c., (;;

Civil Engineering (1)

.GG (CRIGDIAL) (1) Design Review (1) I' . 06 ( I)

CUALITY ENGE:. <'iG (1) EC.A FCE'4 3-34 CCTG FOR CRIG. CESICf (1)

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E~-~ ._ ~~~ T ~'Zll.T !,73;']_~[ 7 ~]"','i

, _ ,m,_.,...-- ...,_m ,_ -

m SPEC ,HAE.TUCCC FIGURE 1. Page 1 of 1 CCitANCHE PEAX STE#1 ELECTRIC STATION DESIGN CHANGE AUTHORIZATION (WILL) (GCOJ'.XXU) SE INCORPORATED IN DESIGN CCCUMENTS DCA NO. 12.0C9

1. SAFETY RELATED 00C'#EST: XX YES NO

2. CRIGIdATOR: CPPE XX _ ORIGINAL DESIGNER

3. CESCRIPTION:

i A. APPLICABLE SPEC /CWACCCC'EI.T 2323-55-17 ' REV. 2

3. CETAILS~ Paracrach 9.1.3 scecifias calvani ire shall meat *he necuivents of ASTM A-1?3. Ga'vanizine is not defined as a erotective ccatinc car ANS! N101.? l cc ANST NC.12: T*n e ra fe ra . section 10.0 it an* ecolicahia e +4a w coce ne kn*

din galvaniviag. -

rnn nrrn i n -

run urriz ni; FVQhrrm '

IRE nu v J UUL ,U R 3

, . . , .., . c , ; I ' "!..

a.a ; L m4 l

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4 SUPPORTING CCCUME'ITATION: -

P l S. APPROVAL SIGNATURES: CRH/sgf 12-30-81 f

A. ORIGINATOR: O M '

DATE /230-8/ ,

t B. CESIGN REPRESEN TIVE: /<

M~g DATE /2-Sc'P/

6. VEN00R TRANSMITTAL RECUIRED: YES NO XX 1

L 7. STANCARD DISTRIBUTION: OCA FORM 11-80  !

ARMS (Original) (1) JOB NO.55 ~._33 Quality Engineering (1) C "l E C E l y g . g is for Orig. Design. (1) 0; 3 Westingncuse-Sita (1) f,~gEC3yg j; d..

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k m. v: a m : m .r~w.u.a-:. a .a..w..w..w.:.w.;.u.a a m

.- - , , ., . w, .. ,.. .,g-

, x . . . .. m ,. , , , g = = 3 7 - , ,-;

' SPEC, HAH,TUCCO,8M(a) -

FIGURE 1. Page 1 of 1 CCt1AllCHE PEAK STEAfi ELECTRIC STATICfl DESIGN CHANGE AUTHORIZATION CCA t:0. 13.839 c (WILL) (U%%XXU) SE If!CORPORATED IN DESIGN CCCUMENTS

1. SAFETY RELATED 00CUMENT: Yx YES NO

2. CRIGINATOR: CPPE Yx ORIGINAL DESIGNER

3. DESCRIPTION:

A. APPLICABLE 3E/CWG)CCCLWR 2323-55-17 REY. 2 b

B. CETAILS This gives Engineering acoroval for the use of ASME i

Boiler and Pressure. Vessel Code Section IX '.4 eld Procedures on the Unit 2

Recirculation Sumo Screen Succorts.

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c w n{NSs1 WMM

. Y%

1 st%#W V

f' .

1 SUPPORTING CCCUME?iTATICft:

4 .

F DCA-2087 i

t,

5. APOROVAL SIGNATURES: JDC/sgf 7-2-82 A. ORIGINATCR: O 3 t. m 2J_ CATE 7 G 52

(

S. DESIGN REPRESENTATI'i : 08 , CATE ~7'5 -6 2

[ 5. VE'ICOR WNStf!ML RECUIRED: YES xx NC

7. STANCARD DISTRIBUT*CN: .

CA FC@t 'l-20 ARMS (Original) (1) ,,g Y A Ouali y Encineerinc (1) 5.

• h '-

O TS for Orij. Cesig5. '

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'ies-ingneuse-Si:e

. ('5)

(

(n Vendor Owg. :date Grou: (1) lip L

=xr.mi ,.em :,mmmy.y xxpwwa w: .wmmp co- w.r. .:,:.: :um, gm x-.

S.3- r C , H A". . TU GC0( 2 ) , AM Page 1 CF OJ 1

Ci.:SGE 0;CEX:CEI

', CCt<;2:CEE PE.27. ST?l;14 ECE".?lC S.".'CI".M F2SIG1 C-2;GE ADISCPlZATICN

II

III u CCA 10. 18,729

('JIII.) (I.EI;CZ BI C;CCF2CFACD C' CESIGT CCCC.E;"'

1. SAFE.~? FEIA"'O D"C?.E:,"": XX YES 10

2. CRIGO'A':CR: C??E XX CRIGCC,'L CESIO!ER l 3. CESCRI?rIat:

2323-55-17 2 REV. O A. APPLICABCE SPEC,0X7,ECCON 2333-SS-ME J

j B. CEIAIIS Material ASTM A192, Gr. 67 shall be used as an ecual substitute to ASTM A320. for all creuted-in & 'heu bolts. This acclies ,

I -

t' all sizes. Oes ma teri al 15~'.i f191. Ge. I c- 7 'r e all rot sizes.

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DCCUMENT CONTRCL b

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5. AFF?.-'aI. SIO:A UPIS: CH/scr 9-16-83

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CICE C1 "I i A. CRIGE;A"CR: \ k,. Y 'y / .,

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6. VD;:CR "? SSM'~"'

• FICCI?ID: YES 10 XX

) 7. SOS":,1_:0 CIS-'?l3t?"ICti:

7?S (Crigi.al) (1) Peter Eush-QA Scec. Scvr. (1) XA FC.24 : 11-E0 0 .e=.

Cualitf u:.gineeri.g (1) Civil Engineerir.g '1) Fa'r -d2

':S for Crig. Design

-' (1)

R ' ries'i:.gncese-;i ta (1) e___.._.__.._,.,.__.__ _ , _ _ __. _ ,_ _ , , ,

4 +^1 TEXAS UTII,ITIE S GENERATING COMPANY CHANGE /DEhlATI0tV' COMANCHE PEAK STEAM ECTRIC STATION (WILL) X72 @

' N MD T F"NE,* d it$re FILE, SPEC BE INCORP ED.

b ON-SAFETY N RELATED CHANGES ONLY g,

~

APPLICABLE {ECZDE N.EGtX 455$5;SS117553 '

REVISION 1 ISSUE DATE 11-22-76

1. STATEMENT OF PROBLEM OR QUESTION: (Attach reference, inquiry, if available.)

This will formally document Tyf5Y5Vaku.zi.JUSTET!Meeiue:ygmr.dhoIwg _

6PJng,imsLL i n l,1,ggf)"_11;Cegrficac,gg for non-nuclear safety re-

~ lated miscellaneous steel furnished under subj ect specification.

1

'y . . . --

Rtquested by TUSI 4-28-77 Prepared B ( b A Date 4-29-77

~

Organization Date .

i , ..

a .,..-

a Os E ~ ~ m.. . w , cittach'ce rir=1 8 1ettera. etc.)- .

f,r.t ' .-

See GTN-5022 fated 9-24-75 for enginecring approval.'1 hd6py attached)

~

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j = nc.2su es m r-i y a m. m ce

. .. . m ,

i ._

FUM UJ15t M L .Eson#tir n-j r?nlurrDIPlc IE nw v 5.51 JI . ml.81slMA Jbfj. ,Utlk j Yhm*8%/m ,

1 J

WE RECOMMEND THAT CONTRACTOR (IS) W W AUTHCRIZED TO PROCEED 'as noted.

1

( ~

-- TITLE Resident EnRineer DATE 4-29-77 Dbs*Stf%ng1neer Representat.14e

! 3. REQUEST X APPROVED AS PER ENGINEERING RECCT!ENDATION '

NOT APPROVED ,

-L M" M> t DATE E7 77 TUS p sident Manager ISTRIEUTION: TUSI (Dallas) (6) B&R (Hous g.j w ga u ew torxj u) l TUSI (Field) (2) B&R (Fielma MEkw regg , i r.n i

) EszctRecc u @ (27 OCIh 'I'~O N k - NNi W .

'scomme ac: + s s s/hu\a 3 H#1 -

! Oh S // 3 2 T0: 8hM FROM:Th.6 tc#4r

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NY em $$ O > O

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Gibbs 8 Hill,Inc.

an. nesas onsione'as ca sraucro s i amect osai. exrews o*

.  ::: 760-4450

/ l

-September 24, 1975

~ '

GTN-5022 j ,

.c Texas Utilities Generating Ccmpany -

. 2001 Bryan Tower .,. -

Dallas, Texas 7520L ,'. .

j .,,

a.. .

. . . . ; ; .'."..r.7 -

- D* Attention: Mr. R. W. Caudle, 9, . . - .c. ,,

i F1- '

. "T. * . . 's.Y Project Manager - Nuclear Plants ,

3. . ' . 7f .

1 -T...

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f.:..* '. .- -- -

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~~ TEXAS UTILITIES GENERATING COMPANY -

1 a- .

COMANCHE PEAK STEAM ELECTRIC. STATION -

~

i' '

] ,,..-, . 1980 2300 NN INSTALLATION .

.4 . .GE PROJECT. NO. 2323 e _ - .- ..w . s. ,. ...c

-r 3 .;.~ . c .- 072- """mc STEEL 8; j - -

?"'y' REF: BRF 1243 - -

j

• For nona ni1 clear safety related miscellaneous ' steel furnished 1

under specification 2323-SS-17 certificates of compliance 1 will be acceptable in lieu of mill certificates in those cases where mill certificates are unavailable. .Should '. -

1 .

GE require the properties of the material as flirnished

-f for design purposes in special cases, we will so advise -

. the contractor. .

g'

'.S. - .

1 Very truly yours,

• s . GIBBS , In ~

. f -

Y  ; ,

REH- McG:jmc M

R. E. Hersperge 1 Original + 5 Copies Project hkanager .

, - cc: C. H. Gatchell (TUSI Site) 2L '

_ L. A. Ashley (B&R Ecuston) lL .

3 H. C. Dodd (B&R Site) 2L -

N -

',#. J. Moorhead (G&H Site)

, lL n ' .

es'

,,, .. . m au. ... ye . ~. v.io...

c . m . . . . . . . d ,. . ., ,o r. ,<

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i TEXAS UTILITIES SERVICES, Itic. .

s COMANCHE PEAX STEAM ELECTRIC STATI0tl l O 1980-82 2300 tin INSTALLAT!0tl l'

3 BROWil & RCOT FIELO DESIGil CHANGE REOUEST SHEET 1 of 1 (FOCR)

FDCR7NOW &#0236. .? FDCR DATE:

0a/30/76 FDCR ORIGIt!ATCP T. E. Cole TO:' C. H. Gatchell - TUSI SITE REPRESENTATIVE l 1

SPEC./3X2. fl0.: G&H 2323-SS-II REVISION: February 13. 1975 SPEC./r/M. TITLE: Miscellaneous Steel i SPEC./0WG. NO.: REV IS IO.1:  ;

SPEC./0WG. TI.TLE: l

~ ~

REASON FOR CHANGE: .

G&H Specification 2323-S5-17 does not specify an applicable material specification ,

for sheet and strip materials noted on G&H structural crawings. Materials 3/16

• inch and under in thickness are classified by the steel industry as sheet or strip -

items in gauge sires.

FOR OFICE AND .

. i y y Q

<.; .,,.., y PROPOSE 0 ' CHANGE: " e Propose that sections 3 and 4 of the referenced specification be revised to declare an appropriate material specification for sheet and strip materials.

Also section 9.2 " Tests" of the referenced speci.fication be revised to denote the material certification requirements on sheet and strip materials.

NOTE: ASTM A-569 sheet materials with chemical heat analysis certification is locally available. .

&c GHf- 7 M

($TL' - $ .2 i I

([ '

- U5I E LY E' IE'aED 5 f ~7 _ ' s l S&R PROJECT EliGitiEER OATE: 7. f . .n  ;

CATE: f- # ,74 I i

~

.u m mmt.,xr_meu.wo m imams-mmm mm.,-,., w

~.s, .- m e m.m... .. . . .... _

m.,.v .x -waa.n. c..v.m - u.m..a.m. .+w..:.+.wa.ma.u w .n w acw ,:. aa

- n ,_ ---- _._ .n m - .- _ m. -_ - , --

S i

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... c. ... v

' GHF-725 11. Im.

4 ENGIN Ef R S. Of SiCN E.as, c;35;puCTC A S New YonM To C. H. Gatchell g,,, y,,,,, 3a , o , c, A. TUSI - Jobsite __

~

y,_ J. J. Moorhead JO8 NO. 351195 j

h A* CbE - Joh*4 Pa i:

u ECEIVE % I

"- j'j._ : i 197c Q COMANCHE PEAK STEAM ELECTRIC STATION [ f 1980-82 2300 MW INSTALLATION SECEIyE L..S' MISCELLANEOUS STEEL j .

-FDCR NOS. 0236, 0237, 0238 g REF: GHF-392, GTN-9771 FILE 05217 l .

j .-

The changes requested in the above FDCR's were transmitted *

-j

1 to the engineer by GHF-392.and his response to these items is attached (GTN-9771).

15 e

GTN-9771 defines the requirements of the design relative to these specific miscellaneous materials and the latitude c Q which can be given_ ,

u v -

. . ,, . . : ..y -

f By copy of this letter to B&R, we are returning the sub-l ject FDCR's as no change in the specification is required to meet the guidelines forwarded by the engineer. .

3 If further consi.derati ns are necessary, please advise.

'J

.i 1

s 4

3 DIS,A. _

-F Moorheaci f DODD l[ Resident Engineer 4 #M i JJM: M :ce BONIN y cc: R. W. Caudie 6L CHILDRESS - II 4 R. E. Hersperger IL i

) L. T. Van Amerongen IL !.::C'.Incc i  !

H. C. Dodd IL, lA ' 3g33ct:31 /

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EM41NCER5 Of $30NER TCHa E"0EIVED - -m<

",,,760-4450

-~~N dlfl/28 g llIll Y June 23, 1976 Ogg GTN-9771 1

D .r.

Texas Utilities Generating Company Chc S[t EO 2001 Bryan Tower #24 '#

, Dallas, Texas 75201 , *cu eg j ' Attention: Mr. R. W. Caudle, 8*"

Project Manager - Nuclear Plants %k 0**-

4 Gentlemen:

%Q k k @M #

Wj &v .

TEXAS UTILITIES GENERATING COMPANY -%%c'  %

COMANCHE PEAK STEAM ELECTRIC STATION f - - - ~: - ' -

~1980 2300 MW INSTALLATION q - m .~- e G&H PROJECT NO. 2323

05217 MISCELLANEOUS STEEL j'

~

REF: 1. GHF-592

2. BRF-2433 i

3.. BRF-1243 1

This letter is in response to Reference 1 and its attachm'ents, References 2 and 3. The item numbers correspond to the item W numbers in Reference 1.

j Item 1 - Sheet '

5

$ ASTM-A36, Specification for Structural Steel, lists appurtenant

, materials in Table 1. In accordance with that table sheet, y material should conform to ASTM-A570, Grade D. A569 is hot- -

] rolled sheet of commerical, rather than structural quality with 3 no requirements as to physical properties. It is not acceptable i for structural applications. '

': I d Item 2 - Raised Pattern Floor Plate I l

,) It is possible to acco==odate floor olate of material other than A-36. In order to make that evaluation, we require f) the physical properties or certified load tables for the proposed plate. Please transmit to us the physical pro-j perties or certified load tables of the ficar plate you y propose to use.

}n

< wm_a n-x:.w-~893.-~ $4VfMTM AVENVS

.-( g; Ge NEW YO R M. M. Y. 10001

$ $ $ me 6 CAS L L, N ( ve YCAM C m- w n s~ . -.m. .mw ,, m -- a, , , -- --,m v.- m m su.M w~ -

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.q i GTN-9771 June 23, 1976 1

) r~ Texas Utilities Generating Company

(_)

Item 3 - Round Rod Round rod to be used for anchor bolts must equal or exceed the tensile requirements of Table 3 of ASTM-36A unless otherwise -

. noted on the drawings. Both our designs and the bolt sizes specified by many of the equipment suppliers are based on this premise. This requirement is' applicable to both "Q" and "Non-Q" anchor bolts.

Both A108 and grade 1018 designations require conformance to

chemical but not physical properties. Published typical properties are no guarantee for particular items and since in

most cases anchor bolts have been designed for specific loads, f"

A108 steel is not acceptable for Lhis purpose.

2 Item 4 - Flat Bar i

Flat bar used for structural load bearing purposes must conform a to the requirements of ASTM-A36. For other flat bars, such as 9 bars on angles at openings to retain concrete, the use of weld-j able merchant quality- bars is acceptable.

t e Item 5 - Small Ancles 2

4 (n -

s j

~

Small angles use'd for structural purposes such as bracing, parts j of pipe and cable tray support systems, platform support members, j etc. , must conform to ASTM-A36. Non-load bearing small angles y# such as those 'used for concrete edge prutection can be of weld-able merchant quality. _

g For all' load bearing members certification of both chemical and physical properties, are required except that for floor plate

certified load tables may be acceptable. For nuclear safety related material as identified on the drawings, certificates i showing actual physical and chemical properties should be fur-f nished and traceable to individual pieces.

d Very truly yours,

[ GIB*^ & .ILL &NC.

i d-f M .

b0

• l REH-REMcG-CG : j mc

.. E. Herspergp_< e Project Manggpr

( l Original + 5 Copies

,, CC: C. H. Gatchell (TUSI Site ) 2L

(,) L. A. Ashley (B&R, Houston) lL

.,: H. C. Dodd (B&R Site ) 2L s J. J. Moorhead (G&H Site ) lL s

fG43WtWWW .e sCGE/a4<%%A%ech.st'.LLiWW.W k.4mMWMh=A-WG&ai.1A.404M hi.o v.vn %i. Ce3=. 4 = :MU<. LNG 4'w 4 e

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TEXA: UTILITIES SERVICES, INC. '

I COMANCHE PEAR STEAM ELECTRIC STATION Q 1980-82 2300 MW INSTALLATION l BROWN & ROOT FIELD DUIGN CHANGE RECUEST SHE T 1 of 1 (FOCR' l FDCR N0 d dt3f" FOCR DATE: Oa/30/76 FCCR ORIGINATOR T. E. Cole TO: C. H. Gatchell - TUSI SITE REPRESENTATIVE SPEC./2X3. N0.: 2323-5S-17 G&H - REVISION: Februarv 13. 1975 -

SPEC./SX3. TITLE: Miscellaneous steel i

, SPEC./0WG. NO.: REVISION:  !

SPEC./DWG. TITLE: 1 1

REASON FOR CHANGE:

Difficulty in obtaining flat bar stock materials meeting chemical and physical ,

criteria of ASTM A-36 or A-108 as required by specification. Also high cost  ;

or impractibility to. cut, shear, or saw these small sizes from A-36 plate i-materials. High cost and pocr delivery to special order from direct mill sources. Due to typical applications of this size material it is not produced to strength requirements of ASTM A-36. Also, due to low demand and high cost, j it is not normally produced as a A-108 cold finished item.

L i

O l '

<. n ,.  : ;: -

V ~ PROPOSED CHANGE: . "g. .

v; - -

i I

f Propose that sections 3, 4 and 9 be revised to allow use of ASTM-A-575 Grade l 1008 or 1010 Hot Rolled Carbon Merchant Quality Bars whenever bar size items 4 are noted on the G&H design drawings.

~

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! FOR OFFICE AND .

ENGINERINS USE_ONLL m l-l 6.~. rs - 9 7 7 l l

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S&R PROJECT ENGINEER ' OATE: 7- e 2 % .

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T< i., c .,, v GHF-725 Gibbs S Hill. Inc.

(NGlN({ A$, Q($1GNggg, CON $f aggygg3 New Yoast O r. C. H. Getche11 ... 3,,.,. >o , ou A. TUSI - Jobsite g_ J..J. Moorhead JOB NO. 351195 C&H - Jobs 4_f=

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A. [j .*. " 9

,y- jl .' '.1975 ,4 ,

COMANCHE PEAK STEAM ELECTRIC STATIONif k 3  !.'

1980-82 2300 MN INSTALLATION 8 3 ECEIVE M' J MISCELLANEOUS STEEL j

FDCR NOS. 0236, 0237, 0238

^ '

.REF: GHF-392, GTN-9771 1

FILE 05217 1

4,+.

c. .

The changes requested in the above FDCR's were transmitted -

a to the engineer by GHF-392 and his response to these items is attached (GTN-9771) .

~

3 GTN-9771 defines the requirements of the design relative to these specific miscellaneous materials and the latitude 1

which can be given..

i 0 ' ; c.  ;. : :

By- copy ofthis

' . n letter w

^

a i~.a 5 - a to B&R, we are returning the sub-ject FDCR's as no change in the specification is required to meet the guidelines forwarded by the engineer.

If further considerations are necessary, please advise.

J 4,

i 4

j DIS,i. _

MM!oorhead J

./ Resident Engineer s W DODD j JJM:MRM:ee soNIN l R. W. Caudie 6L cc:

CHILD?;ss l/

R. E. Hersperger IL

• i.

0 L. T. Van Amerongen IL McCLUf?OCK t H. C. Dodd lL, lA '- 3g33o37;;

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v ENolNCERS D E SIO N E 4 ' R ED ---E-EN-

's,s, 7 6 0-4 4 5 0 dljN 2 8 g j CPSU cgUST. Off/cgUTilW June 23, 1976 SUVICG

, GTN-9771 NS Texas Utilities Generating Company C6C DO

( 2001 Bryan Tower #>4

? Dallas, Texas 75201 C4 1 C%

Attention: Mr R. W. Caudle, Project Manager - Nuclear Plants 8've

' fktfJN f ,

t Gentlemen: , k k / 'N#.

- ~

~ l ts f ~hu TEXAS UTILITIES GENERATING COMPANY ~g. ~c' E  :

COMANCHE. PEAK STEAM ELECTRIC STATION t

D Aw (V . .

" 'y, . :1980-82' - 2300 MW INSTALLATION

.g -

'N:-r5.y y;y y - G&H PROJECT NO. 2323 a - " ' '

'05217 MISCELLANEOUS STEEL

~

5 '4*. -REF: 1. GHF-592

)

. . -2. BRF-2433 0 3. BRF-1243 t

i This letter is in response to Reference 1 and its attachm'ents, -

References 2 and 3. The item numbers correspond to the item

? numbers in Reference 1. -

Item 1 - Sheet f ASTM-A36, Specification for Structural Steel, lists appurtenant 4 materials in Table 1. In accordance with that table sheet,

material should conform to ASTM-A570, Grade D. A569 is hot-5 d

rolled sheet of commerical, rather than structural quality with no requirements as to physical properties. It is not acceptable 7 for structural applications.

l Item 2 - Raised Pattern Floor Plate It is possible to accommodate floor clate of material other l than A-36. In order to make that ev&luation, we require i i;

@ the physical properties or certified load tables for the proposed plate. Please transmit to us the physical pro-

., perties or certified load tables of the floor plate you ,

propose to use.

y. ,

e l

h' q- :m W5:c%2eukt X,*GCO:2:Na.51awvww.*:

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GTN-9771 June 23, 1976 f Texas Utilities Generating Company

\  ;

Item 3 - Round Rod Round rod to be used for anchor bolts must equal or exceed the tensile requirements of Table 3 of ASTM-36A unless otherwise -

noted on the drawings. Both our designs and the bolt sizes specified by many of the equipment suppliers are based on this premise. This requirement is applicable to both "Non-Q" anchor bolts. "Q" and Both A108 and grade 1018 designations require conformance to 1

chemical but not physical properties. Published typical properties are no guarantee for particular items and since in most cases anchor bolts have been designed for specific loads, A108 steel is not acceptable for this purpose, j Item 4 - Flat Bar a

Flat bar used for structural load bearing purposes must conform to the requirements of ASTM-A36. For other flat bars, such as 4

bars on angles at openings to' retain concrete, the use of weld-4 able merchant quality bars is acceptable.

Item 5 - Small Anales

(

j .

.t

, Small of pipeangles usedtray and cable for structural support systems, purposes such as bracing, parts R etc., must conform to ASTM-A36. Non-load platform support members, '

bearing small angles i such as those used for concrete edge protection can be of weld-  ;

able merchant quality. .

i

For all load bearing members certification of both chemical and physical properties, are required except that for floor plate L

certified load tables may be acceptable. For nuclear safety related material as identified on the drawings, certificates

1. showing actual physical and chemical properties should be fur-I- niched and traceable to individual pieces.

Very truly yours, t

> . GIBB" & .ILL  ::C .

H

/

Y . Herspe REH-REMcG-CG:jmc .

p 1 Original + 5 Copies Project Manggp .

f CC: C. H. Gatchell .!

i rm (TUSI Site ) 2L I i

l (>

L. A. Ashley (B&R, Houston) lL H. C. Dodd (B&R Site 2L l' )

1 J. J. Moorhead (G&H Site ) lL

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- TEXAS UTILITIES SERVICES, INC. .

COMANCHE PEAK STEAM ELECTRIC STATION j t0T, FILE,RL, SPEC j

1980-82 2300 MW INSTALLATION BROWN & ROOT FIELD DESIGN CHANGE REQUEST SHEET 1 of 1 (FDCR) y FDCR ORIGINATOR Ralph Leitsinger FDG puz0386 FDCR DATE 1/3/77 b TO: C.H. Gatchell - TUSI SITE REPRESENTATIVE SPEC./EX5%XX81: 2323-SS-17. Section 4.11 REVISION:

SPEC./DWG. TITLE:

SPEC./DWG. NO. : REVISION:

SPEC./DWG. TITLE:

I REASON FOR CHANGE:

Nelson Studs are not always available and "KSM" is an

" equal" to Nelson. (GH specifies Nelson or approved equal).

-".. . ;c -

as o 'FOR OFsCE AND .

i ENGINERINGllSE ONI.Y

~

PROPOSED CHANGE:

It is proposed to freely substitute KSM studs in lieu of specified Nelson Studs, w

h L '

s k

s -

J h FD P E REF. TUSI REPLY: NIA (L3 %

TUSI REPLY REVIEWED BY: (YolG4 Ghkew '

B&R PROJECI ENGINEER DATE: 11 131 M O

[ DATE: / 9'7 e - - w.n n a. u u n ,u.a. _ , ., m . _ ~ n.nro _- _u ag~ ,,

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m M eM O I GHF-1221 Gibbs S Hill. Inc.

thGiPa t!R S. OESIGN E RS. CQNS T RUCTCRS New Yoan O, C. H. cacchelt o._ u-- - ,> ,a7>

f, TUSI - Jobsite j y,_ J. J. Moorhead

[ p. G&H - Jobsite

$ COMANCHE PEAK STEAM ELECTRIC STATION 1980-82 2300 MW INSTALLATION KSM STUDS REF: FDCR-0386

.. FILE: 05217 By copy of this letter to Brown & Root, this is to advise that FDCR-0386 has been addressed by DE/CD-S-97. Client approval was forwarded by TGH-3091. -

~%

O 1 " L :E .

~~

WM&#

WMoorhead JJM:g /f.n.

Resident Engineer MRM:ss ~

cc: H. C. Schmidt 6L, 6A R. E. Hersperger IL, lA J... T. Van Amerongen lL, lA VH. C. Dodd 1L, lA P. L. Bussolini lL, lA P. M. Milam 1L, lA -

JOB NO 351195 E C EIV E R ECE1YE JAN131977 O

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BrownURoot.inc. .

( INTEROFFICE MEMO IM-7,254 Distribution

~

TO:

I Randall 0. Taylor FROM:

SUBJECT:

FDCR-386/GHF-1221 and CDR-S-97 l'

f Please find FDCR-386, its subsequent approval letter GHF-1221, and supplementary documentation CDR-S-97 which affects Specification SS-17,

> Revision 1. ,' 7 Y .

2 Due to the unusual manner in which this documentation occurs, please refer to the enclosed sheet showing the method the Document Control ll y Center recomends be used to record the above mentioned FDCR. '

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Ra'ndall 0. Taylor

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Brown & Root.inc.

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TH. .IS D".m N..'.? '. ;'M. P .?r'::c.'i BY THE .00L'.Gt.?"1 *?.';'0VED c..=.:

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.EbcP-386 GH&.I.DL i CDS-5-47 ;i -

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A R n,,:S IND EXi_D n Gibbs S HIII. Inod.:.9 NO.CElVE3- 35-1195 o . 3, ... 0 3 a~... co~sTauc' d Rp Ani 1

JAN 3 01979 OtRECT OIAL EXT lON ECEIVE ""'" 445c (

January 22, 1979 9 E P. ::: c...

~'

GTN-3342.3 i t

E.:' :?: . ~~

Texas Utilities Generating Company 7""-: ' - '

Post Office Ecx 1002 ,

Glen Rose, Texas 76043 l@ 2-  : / ,

. ............,,...,/'.

Attention: Mr. J. T. Merritt . . . . ..

/ Resident Manage:- ~v' '

j TECli~i GE!i f.51 ! (

Gentlemen: p,. ,3 7,

TEXAS UTILITIES GENERATING CCMPANY . j .

COMANCHE PEAK STEldI E .ECTRIC STATION j j j 1981 2300 MW INSTALLATIOW

n. G&E PROJECT NO. 2323 l l }

W QS217 MISC. Di3EODED SSEL

• "GrW LI o

, - REVISICN 2 *

\

~

q Enclosed herewith please find six (6) copies of Specification

\ 2323-SS-17, Revision 2, Misc. E::: bedded Steel, which is hereby issued for construction.

Revisions to Specification 2323-SS-17, requested by TGE-107 22, have been incorporated in Revision 2 except the following which

/ are not specification deviations:

DC/DD 126, 196; FICR 257, 272, 311; FPAR 350; DC/DDA 2 Rev. 1. \,

\

DC/DD 219 and DC/DDA 225 have been superseded by DE/CD S-292 and are nec included.

CDR 20 was incorpcrated in Revision 1 of the specification.

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TEXAS UTILITIES SERVICES INC.

TUS-968 OFFICE MEMOR ANO UM u

l

,r3 o C. H. Gatchell . Dallas, Texas Aut;ust 25, 1976 i%./

Ceeanche Peak Steam Electric S:stien -

Sub. ic e Deviation Recuest DC/DD Nos. 125. 129, 129. 149 & 150 I

Tile Nos. 09410. 05217, 05209. 05210 & 03211

[ .

Attached are copies of approved Deviatic Request DC/DD Nos. 126, ,

129, 139, 149 & 150. This is your authori:stion to p::ceed as F noted. ,

L I 308 NO. 351195 Q E C E1V E F ,,

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O GTu-33422 Jenue=7 22, 1979 Texas Utilities Generating Company Should you have any questions, please do not hesitate to contact this office.

i Very truly yours,

GIBBS & HILL , INC.

b D D (6 L' c, uT. e(s j Harvey R. Rock j Project Manager i

\h HRR-REBa-MLB:JRDo 2L 6A -

.; .L_ A i CC: ARMS (B&R Site ) 2 '

5 H. C. Schmidt (TUSI, Dallas) 2 2 h E. G. Gibson (TUSI, N.Y. ) 1 1

) Ja C..Kuykendall (TUGCo Site ) 1 1

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