ML20244A708

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Tech Spec BVS-547:Containment Ventilation Isolation Valves (Dampers) Mfg by S&W
ML20244A708
Person / Time
Site: Beaver Valley
Issue date: 07/05/1974
From:
DUQUESNE LIGHT CO.
To:
Shared Package
ML19273B971 List:
References
NUDOCS 7906180636
Download: ML20244A708 (36)


Text

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J.O. No. 11700 O.F.L. No. 8700 C.O. No. 3406 November 30, 1972 Spec 1.tication Nu. bVs-547 hevisca Morel 30, 197.!

P.O. No. BV-436 Revisec July 5, 1974 I

l Specification fur l

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Col. TAIT 02NT VENTI 1ATION ISO *.J.TlON VALV.tC (DJ. G E;.S) l for i

deaver Vulley Fower Stbtion - Unit No. 1 Duquesne Lignt Catapany I

SELL k:

Fisher Control Co.

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(Contintital DiV1Gion)

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APPROVID l

lI Hame Date Preparer 8hF v'T ?Z Lead Engr dFen

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Spe ciali st 44'h Un _ ?- +'- N Pro.) Engr ey!*d 7 5'-N Qual Assur b b 7/f//4 Mtris E::gg4d4E '_ 7/e/7c-Cocat Dept -. M /4 l

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Copywritjht 1972 Stone U Webster Engineering Corpvrativ:

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STONE S WESSTER ENGINEERING'COhPURATION, Engineers-11 q

Boston, l Massachusetts 13 1

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J.O.No. 11700

' SPECIFICATION Page 1 of a

16 3

O.F.E. No. 8700 Date November 15, 1972 17 C.O. No. 3468 POR REVISED MARCH 30, 1973 1R Specification No. EVS-547 Revised July 5, 1974 19 1

P.O.No. BV-436 CONTIsINMENT Vt.NTILATION 20

.l ISOLATION VALVES (DAMPERS) 22-1 FOR

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BEAV'dR VALLEY POWER STATION - UNIT NO.'1 26 DUQUESNE LIGiiT COMPA!.'Y 28 i

Seller:

Fisher Control Co. (Continental Div.)-

31 SCOPE

- This specification covers the number and types of 33.

units to be supplied, conditions of service, required per-34 formance, materials and construction of each unit appearing 35

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in the schedule.

36 1

c-SECTIONS - In addition to this' summary and schedule, the 38 i

complete specification is composed of the f ollowing:

~39 Equipment Data Form No.

Paces 41

/7c Specific Requirements.

10 43.

Butterfly Valve Data Shee'ts SK-91 3

44 Motor Operator Data Sheets SK-91 2

45 General Design - Motor Operator for 46 Valves SN1021 2

47 SSW Welding Procedures Guidelin~e 9

48 Shop T.I.D. Report 5040.48A 1

49

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Instrument for correspondence, 50

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Vendor's Prints, Vendor's Manuals Specification 3

51 and Spare Parts Proposals Attach. No. 1 52 Seismic Design Requirements Specification 5

53 i

Attach. No.6 54 Quality Assurance Program 3

55 NOTES

- The elevation of the project site is 735 ft.

57 SCHEDULE OF EOUIP.7.SNT TO BE FURNIS.-IED BY SELLER 59 Mark Data Sheets 61 No.

Pace No.

Revision Service 62 VS-D-5-3A 1

1 Containment Purge Exhaust 64 VS-D-5-3B 65 VS-D-5-5A 1

1 Containment Purge Supply 66 i

VS-D-5-5B 67 VS-D-4-6A 2

1 Containment Isolation 66

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VS-D-4-6B 69 k-11700-82b 07/02/74 142 S

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HMark

' Data Sheets No.

P6ce No.

Revision Service VS-D-9-1A 2

1 Containment Isolation Fuel?

70

-71 Bldg. Emergency' a'L.

VS-D-9-1B Exhaust to Containment-72 VS-D-9-2 3

.1-Containment--Isolation Fuel 73 1-

'7.

Bldg. Emergency Exhaust to

'74 Containment-75 VS-D-5-7 3'

1-Containment Purge Exhaust 76 Vernier DPR 77

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SPECIFIC REQUIREMENTS 14 SCOPE 16 The butterfly valves listed in the attached sheets 19 will be used as containment isolation dampers in she 20 ventilation system for a large nuclear plant.

MANUFAC"JP.ER ' S PRINTS 24

_Information needed by the Seller for equipment 27 desien will be supplied by the Engineers with award of the 28 work, unless otherwise stated.

Arrangements for procurement of necessary materials 31 and production scheduling shall not be deferred pending 32 j

approval of drawings.

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i Approval by the Engineers of prints sub=itted by 34 the Seller shall be construed to apply only to the general arrangement and shall not relieve the Seller from his 35 responsibility for correctness of

design, details, and dimensions.

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_The Purchaser reserves the right to reproduce any 37 and all drawings received from the Seller on this o_rder 38 x

considered necessary for construction and Client's purposes despite any notice prohibiting the same appearing on the print.

DEVIATIONS FROM SPECIFICATIONS 42 1

No rx> deifications to or deviations from the 45 specificaI. ion shall be _made unless authorized by the 46 I

Engineers in writing.

Any conflicting requirements shall be 48 brought to the attention of the Engineers in writing for their decisicn.

_ CONDITIONS OF SERVICE 51 puring plant operation the valves will be closed to 54 gjaintain the reactor containment at a

subatmospheric 55 Eressure of 9.5. PSIA.

_They will be opened infrequently for 58 purging the reactor containment and circulations of outdoor air,d_uring maintenance periods.

59 i

In the event of a major reactor coolant or steam 61 leak within the reactor containment, the pressure and the temperature of the steam air mixture in the containment will

'62 e

ris' within seconds to maximum value of 45 PSIG and 280 F.

63

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It is essential that all closed valves prevent l'e'akage from 64 the reactor containment to the atmosphere

_under these 65 3

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positive pressure conditions and also prevent leakage into the containment from the atmosphere during normal operation.

66 CONSTRUCTION 70

_All' materials and co:nponents shall be p_f U.S..'74 Manufacture.

_All valves shall be f abricated steel.

Eo cast iron 78 1 is allowed for.any part of the valve.

Seat seals shall be an E.P.T. elastomer material to 81 l

maintain bubble tight seal under stated operating conditions.

Valves materials, sizes and pressure ratings 82 r e shown on the attached data sheets.

y_alves shall.be 83 1

inged

type, with one piece shaft.

y_alve shafts shall be 84

'tabricated of 316 S.S. and shall be securely attached to the valve disc by means of

keys, dowel' pins or taper pins.

85 gleeve type bearings shall be provided in the valve body for 86 shaft rotation and alignment.

Shaf t seals shall be provided 87 where required and shall be designed to allow replacement of mais without r_e oving the valve shaft.

,T_he valves will be 89

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stalled between 150 lb raised face steel flanges.

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_Each valve shall be equipped with either one or two 91 thrut bearings set to hold the valve disc securely in the 92 center of the valve seat under any operating condition.

Stuffing boxes shall contain suitable packing which 94 may be adjusted or replaced without disturbing any part of the y_alve or operator assembly, except the packing gland 95 j

lower.

VALVE MO'IOR OPERATORS 99

_ Motor operated butterfly valves shall be equipped 102 1 with Limitorque,.t_ype motor operators.

Operating times are 105 specified in the attached data sheets.

_The design of the motor operator shall be such as 107 to hold the valve disk in either the open or-closed position.

Eo intermediate positioning is required.

108 l

_Ad justable limit switches. (4NO-4NC) -permitting 110 l

close adju.stments for both open and close positions shall be furnished

.f_or Purchaser's indicating lights and interlocks.

111 I

.trminals-A1..

limit switch controls shall-be wired to 113 S.

w.uch shall be accessible for Purchaser's f.

inections and shall be s_,uitable for 125 V-d-c operation.

114 1

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l MATERIAL SPECIFICATION 118 1

i dat trial for the fabricated valve body shall 121 l

_ conform to Amt A-516, Grade 70.

122 1

Baterial forf the valve shaft shall conform to ASTM 125 4

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A-479 Type 316, except the 42 m.

valves which will be 726 ASTM A-563, Type 630.

Material for the retaining ring shall conform to 129 l

ASTM A-516, Grade 70.

129 Material for the retaining ring screws shall 131 l

conform to AS""4 A-19 3-B8, Type 304.

Material for the dis shall conform to.ASW. A-283.

133 l1 m'

2rior to fabrication, the Seller shall. submit for 135 approval by the Engineers, a drawing with a bill of material 136 u

shewing all the material used for the fabricatica of the valves.

WELDING 140

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Welding procedures, welders, and welding operations 143 l

will be qualified in accordance with the latest edition of 146 j

the ASME Soiler and Pressure Vessel Code,Section IX, in

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s effect at the time of Purchase Order Award.

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copy of SSW instructions is attached, which 148 l

should serve as a guideline for code compliances on vendo:8.s welding procedures.

149 OUALI'I"! CottrROL AND SHOP INSPECTION 153 The following inspections, approvals, records, and 156

,t_ests are required for the valves:

157 1-Rewrd of chemical and P ysical test data for valve 159 h

body and dise material.

160 i

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Certificate of compliance for all other valve 162 material excluding gaskets and packing.

163 3.

The Seller is required to approve non-destructive 166 i

sest procedures used by its subvendors.

167 4

All fabricated valves in this specifica: ion will be 169 g

,qxamined by radiocraph on body seam weld.

_All 171

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othe.r welds to be examined by the Dye-Ranetrant Method in accordance with 'idTM Spee E-145

," Methods 172

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for Liquid Penetrant Inspections heceptance 173

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S-547 J

criteria shall be in accordance with 2

ANSI B31.1.0-1967.

Radiographic examination methods shall be i.n 175 accordance with ASTM Specification E-94 and E-142, "Reco:::nended Practice for Radiographic Testing".

176

" Single walla radiography shall be e= ployed whenever 178 possible.

Ehen this is not possible, " double wall" 179 radiography will be acceptable.

5 Acceptance Criteria for RT (cast valves) 181 2.

l Severity Level 185

,P*fect Tv >e AST:4 E71 AST: E186 AS"E E280 186 A

3 3

3 188 b

3 3

3 189 C

2 2

2 190 D

1 1

Not Acceptable 192 E

1 2

2 193 j

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F 2

194 1

G 2

195 s

'P2r fabricated valves, made from rolled and welded 201 Eteel plates and rolled

angles, the acceptance 202 i

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criteria ior radiographic testing on seam velds 203 l

shall be in accordance with ANSI B31.1.0-1967.

204 l

1 Tests:

206 l

A_11 of the following tests shall be witnessed by an 208 authorized representative of the Engineers,

_and

'211 certified test reports shall be sulm:itted for record pu_ poses.

l Hydrostatic Test 214

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Th_e valves shall be hpdrostatically tested by 216 the Seller for shell and seat tightne,ts with 217 water at ambient te=perature.

I Shell Test 221 Wi,th the valve disc in a

slightly open 223 i

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position, the inside of the body shall be 224 hydrostatically p_ressuri:ed to 70 psig for a 226

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period of at least 10 minutes.

_During the 227

test, there shall be no leakage through the metal body, the end-joints or the valve shaft l

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seal, n_or shall any part be permanently 228 deformed.

i Seat Test DO This test will be conducted with the _ body' -223 flanges in a horisental plane, with the disc in the closed position, the uoper surfaen of 235 i

the valve disc shall be visible and covered with a

pool of water at atu.osphere pressure..

The lower face of the disc shall be 2*t6

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ressurized with 70 psig air pressure to be maintained,f_or a period of 15 mir.utes.

,T_he 23F valve shaft packing shall.be generotcir coateC with a soap solution.

The valve will

.be considered a ccpptab.'.e 240 j

gs providing there is no visible leakage c2 air 1

y bubble either _througn the water or disc or the 241 soap solution at t',e chaf t p'acking.

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j Steam Test 244

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A_1,1 valves shall be forther stajected to' shop-246.

tests to demonstrate their ability 'to-prevent

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leakage during sudden:.y applied temperature 249 and pressure differenthis.

,A_fter cuccessful 250

. completion of the hydrostatic test prwious27 described, r.he valve shall be opened and closed and the following steam test shall-be 251 performed en each valve:

1 The side of the valve di5c which will 253 he exposed to the 1_owast, temperature 254 after installation shall be i

subjected to an.bient ter.:perature _a_nd, ' 255 atmospheric

pressure, whil.e saturated steam i.:t 45 psig pressure shall be applied' to the other side of the valve disc.

S_uch steam 256 pressure is to be attained within 30 sec.

2.

The steam presmre shall,'

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maintained for 1/2 h2:

during which time

_the, body,
disc, seat, and 259 packings

.shall be inspe*ted for leakage.

E.ny leakage shall b4 cause 260 for valve rejection.

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.Yf no lee & age occur';. the pre ssure 262 chall be released and the valve disc 263 k-1'i'00-82c 07/02/74

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i shall be opened once and reclosed

'before procee:ing with the operating j

tests.

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OMrstine Tests 266 1

A:?ter satisfactory completion of the above 268

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testr, And assembly of tAe valre with all 269 componen t.s,

y_alves shall be operated by their 271 wNor cr utnual operator from fully closed to the fu:.ly open position and vice versa _under 272-no-flow conditions to demonstrate their operating ability, within the specified time.

Inis cycle shall be repeated three times for 273 each v lve.

.O_nly valves which successfully 274 g

pasa di the above tests are acceptable.

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Since these valves are subjected to the above tests, 276

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she requiremm t of valves

  • wall thickness 277 j

measurement is not technically necessary.

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SPECIAL REOUIRE.MENTS FOR W@M"ES AND MOTOR OPERATOR 281 These valves and motor operators may be subjected 284

'co the following conditions during the 40 years life of the 285 plant and age.e_xpected to operate without significant change 287 in physical and electrical properties Ihe equignent does 288 not have to operate under any of these. conditions but shall J

withs 4ad t Mse conditions without leakage,or structural 289 failure.

1,n e spray conditions our. lined be3ow do not apply 290 vi.17e8 nd oyerators with Mark Nos. VS-D~ 5--3A and 5A, 291 D-5--7,

VL-D-4--6A and VO-D--9-1A and 13 which will only be 292 jected s normal o_perating conditionc,.

293 i

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ro ma)-Ooeratine Conditions 297 1.

Temperature - Normal.

70 F to 95 F 299 fiinimum 60 F 300 Maximum continuous 105 F 301 Ender a

loss of c.ornal alternating current power, 305 the containment te=perature could rise to 135 F.

306

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2.

Pressure - Minimum 9.5 psia 309 Ihe equinnen t will also be capable of operating 312

, under por:r.a1 a_tmosphereic site pressure of about 14.3 psia.

313

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Hunidity - about 50 percent 316

',,)

4.

Radiation - 40 year cose of 1x105 rads.

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Post DEA - Pirst Hour 321 1.

Temperature - 280 F 223 2.

Pressure - 60 psia (45 psig)

~324-3..

Humidity - saturated 326 4

Radiation - 1x106 rads plus applicable 40 year 327 normal dose 328 5.

Spray - The equipment is assumed to be continu-320 ously sprayed with a solution of 330 1.5 percent boric acid, with sodium 331 1

hydroxide added to result in a pH of 332 10.5 measured at 25 C.

333 1

III.

Post - DEA - After First Hour 336 1.

Temperature - 140 F 338 1

2.

Pressure - 13.5 psia (-1.2 psig) 339

(~N 3.

Humidity - saturated 341 4.

Radiation - 1x108 rads 342 5.

Spray - The equipment is assumed to be continu-343 ously sprayed with a solution of 344 1.5 percent boric acid, with sodium 345 bydroxide added to result in a pH of 346 8.0-6.5 measured at 25 C 347 r

The requirements for the Nuclear Incident will 350 apply not more than one time during the life of the plant.

351

,s SELLER 'S RESPONSIBILITY 354 15e Seller agrees to

provide, as a

minimum-357 require =ent, the quality control specified herein.

358 The Seller shall af ford the Purchaser's inspector 361 f ull cooperation and access to ganuf acturing records and to 362 the shop during fabrication and testing.

_The Seller shall note any deviation from the 365 following:

T_h,e Selle.r shall make readily available to the owner's 367 authorized representatives the written procedures of his 368 guality Assurance Program and a

record of the 370 inspections and tests made during manufacture of the

. items covered by this s_ specification, as evidence of 371 conformance with specified quality standards.

The Seller shall state, in writing, to the Purchaser, at 373 the conclusion of his

design, procurement, and 374 engineering phase and prior to
shipment, that all sf ref erenced specifications, codes and procedures have 375 been complied
with, to the best of his knowledge and k-11700-82c 07/02/74 142
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beliefe, The Seller shall obtain similar statements from 376

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his sub uppliers, as required.

_All statements of 377 compliance shall be notarized.

Re, cords of chemical and physical test data and compliance 379 l

e reports and radiographs, where applicable, are to be 380 turned over to thc Stone Webster Chief Field Q/C g

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Engineer, who will transfer these to the 2.aner for 381 safekeeping for the duration of the life of the plant.

This record keeping is a

requirement of the United 382 States Atomic Energy Commission.

RESPONSIBILITY OF PURCRASEE 'S INS?ECTOR 386

_Trie Purchaser's inspector will check the Seller's 389 I

xecords of chemical a_nd physical tests and valve material 390 ders.

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The Purchaser's inspector will review and judge 393 radiographs as,s_pecified herein.

394 The Purchaser's inspector will check to see that 396 welding procedures have approval of the Purchaser's 397

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ngdreers where welding or velding repair is required.

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De Purchaser's ' inspector will witness and check 399 u

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' operability of each motor operated _ valve where inspection is 400 specified.

_The Purchaser's inspector will witness seller's 402 j

hydrostatic tests of valves, as required.

The Purchaser's inspector will make a spot check of 404

)

sembled valves for

quality, appearance, end-to-end i

__imensions, cleanliness, and preparation for shipment.

405 The Purchaser 's inspector will notify the 407 Purchaser's engineers of any deviation from specification requirements.

SEISMIC REOUIRDIEN'"

411 Ihe equipment specified herein shall be designed to 414 withst&nd the seismic requirements specified in Earthquake 415 Requirements httachment No. 6, attached.

417 INSPECTION AND TEST REPORTS 421 e

See attached Attachment No. 1 and 5_040.48A 425

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MARKING 430 Each valve shall have a stainless steel nameplate 433li bearing tIIe manufacturer's name anc figure number and the 434 pressure rating.

In addition to the above, a metal stainless so el 437 tag stamped with Stone G

Webster mark number shall be 438 secured with flexible stainless steel aircraf t type wire to each valve.

PREPARATION FOR SHIPMEN

  • 442 e

Valves shall be carefully cleaned of all foreign 445 material prior to shipment.

446 em

$11 bolted openings (flanges,

etc.)

shall be 449 covered by a Mesonite or plywood cover of a

minimum of 450

'~

1/2 in.

in thickness.

Ihis cover shall be secured by at 451 least two bolts on opposite sides of the opening.

after 452 this cover is bolted in place, the closure shall be sealed using a waterproof tape.

f~'

It shall be the Seller's responsibility that no 454

.d -

shipment is made to the jobsite until the " Shipping" Release Tag" has been affixed thereto or issued by the Engineer's 455 shop inspector.

Zailure of the Seller to comply with this 456 requirement may be cause for rejection at the jobsite, within the E.aterial retcrned to the f actory, and with all 457 additional freight expense for the Seller's account.

FILL-IN DATA 461 Ihe Seller is to fill in the infor nation requested 464 on the attachec valve data sheets for the Purchaser's 465 information and use.

The Seller retains responsibility for 466 the correctness of design and details represented by the data.

Zhe Seller shall advise the Engineers promptly in 467 writing of any changes required to describe accurately $he 468 characteristics of the equipment as it is to be shipped and ere cted.

i PAINTING 472 Buttertly

valves, motor operators, and manual 475 operators including extension items and pedestals for valves 476 with Mark lios. VS-D-5--3EG-53, VS-D-4-63, anc VS--D-9-2 shall 478 have a 3 mils prime coat et Carbo Zine 11 applied over near 479 white (SP10) blasted cleaning surfaces.

Ihe finish ~out for 480 g

these items shall be Dupont Corlar Epoxy Chemical Resistent Enamel.

Ihe valve internals shall not be painted.

Einish 482 k-11700-82c 07/02/74 142

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color to be Horizon Gray No. 823-8021 or White No. 8 23--8 0 2 2

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with dry film thickness of 2 mils.

I Ihe Seller may apply his standard primer and finish 484 y coat to the remainira valves and coerators with the 485 exception that valve intermals shall not'be painted.

i Valve bodies shall not be painted until after 487 hydrostatic tests are completed.

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CUE J.L DESIGN '- P'ICR C??RATCES KR 7ALVES D1 hl.iCLIan FUiFR PLANTS

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SCCPE This sectie: covers the general design of electric =eter driven operators fer valves in nuclec pcver plants. An equipment shall ecnfer= to this section unless the data sheet specifies to the contrary in which case the 1

data sheet shall gover=,

MCJICR OPERATCRS KR VAL 7'- 5 IN S_ECCNDA:Y PL*3T SEWICE CR IN PRD'.LRY PLA' T S~RVICI C'JTSZE THE FIlCTOR COhTAINMD"I

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.)

00erater Recuirenents J

Meter operater shall include yoke, body, gear texes and ec=clece

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=0ter eperated unit. All bearings shall be lubricated by accessible fittings.

1 The entire operating =echanics shall be designed to withstand arv shock i

resulting frc= eperatics with i=preper setting of li=it switches er with foreig =atter icdged in valve. The cperater shan be capeble of elesing er epening the valve against - W unbalanced eperating pressure and =a=1-j

=u= flev. It shall successfully close and open the valve within the ra=ge j

of operating voltage specified.

Suitable readily adjustable li=it switches shall be provided as'.

epecified, cf the thrust er torque actuated type fer li=iting applied th:.:st er torque to a predeter=ined value necessary for seating the valve 'at the end of travel, er of the pe'sition type, car:able of close and accurs.te adjustment. Addi-tienal positica id 4t switches shall be provided fer operatien of i=dicating lights at both extre=e positions and as specified fer intericeking service.

A suitable handvheel shall be provided fer =anual cperatien of the valve. Ceupli=g between handvheel, =eter drive and valve techanic= shall be such that injury to persennel er te valve cperater shall not be possible under any conditicas of cperatics.

Meter Recuirerents 1

The motor shall cesfe= to the latest standards of the A':SI fer I

i termittent duty, and shall be totally enelesed.

Its characteristics shall i

be such that the tetel te=rerature specified will not be exceeded vben cper-ating with balancod pressure fer a peried of 15 minutes at rated voltage with e.=bient tauperature as specified.

i Centrol Recnire 3nts One reversing ee:tracter and ene push butten statics shall be provided for each eperater if specified. Ther=al everlead devices in ecstacter, if furnished, shall be such as to preteet aEtinst stalled roter cen11tiens enly.

I.

Push butten statien shall be for surface =cu= ting near the valve, and shall have red and green indicating lights of low current type with suitable resisters or SN1021-4.6c) a--- - -. _.

  • 2.

transformers to indicate open and clesed positiens of the valve..A centrol w}

p!-

svitch fer re=ote centrol, if required, vill be furnished by the Purchaser.

s i

~ ~

  • MCT*CR,' YESATORS FOR VALVIS IN THE ?IACTCR CONTADTMD!T

~

I In additien to the preceding.requi enents, the folleving shall apply:

0 erater Recmirements The =cter eperater shall be suitable for eperatien under nuclear incident conditicus. The manufacturer shall submit prototype test' data to demonstrate satisfactory operatics in the ec=bined presse e, te=perature, at=es-pherie, and radiation enviren=sst cpecified in the data sheets. Reference to an acceptable test and a ec=plete repert in the pessession of the Nrchaser v111 suffice.

1 The valve vill be inaccessible fer =aintenance and lubrication

^

dring cer=n1 operation fer periods up to ene year and eperater and bearing design dall be adequate fer such periods.

Meter Recuirenents i

All noters shall be tetally enclosed with Class H insulatien and shall cenfer= in all respects to the latest standards of.CSI.

Meters shall cperate satisfactorily under all service cenditiens and without injur/ vhen 1

M voltage at the ter=inals varies 1C% above or 1C4 belov rated voltage. Meters shall be capeble of being inter =ittently and occasionally operated for e.t least seven consecutive days i==ediately folloving e. nuclear incident.

Te= pere.ture rise of =oter yindings and parts shall not exceed 115 C vhen operated with balanced pressure fer 15 minutes at rated volte.ge in er. a=bient te=perature of 40 C.

Centrol Ree_uirenents Reversing contactors and re=ote control' switches vill be furnished by the Purchaser.

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Sn o21 h.e9 e

/

EEAVER VALLEY SPECIFICATION ATTACHMENT NO. 6

~

~~

J,0.No. 11700 September 25, 1968 373 - 547 Revised December 7

Revised February 11,, lo70 37 - 436 1971 EEAVER VALI2Y POWER SMTION - UNIT NO.1 SEISMIC DESIGN REOEREMENTS The nece:sity for equipment defined in this specification to withstand an Operating Basis Earthquake and Design Basis Earthquake is a requirement prescribed by regulatory agencies i

having jurisdiction over this nuclear project.

The vender shall confirm, in writing, and shall submit eight copies of calculations for Stone & Webster approval which suppcrt his statement that the equipment furnished under this specifica 1cn j

meets the requirements for the Operating Basis. Earthquake and

)

Design Basis Earthquake listed below.

The vender shall, as a

]

part of his report, provide natural frequency data, determined by either analysis or test.

The vender shall perfcrm a static analysis or a dynamic analysis, or a test to dencnstrate that the equicment meets the seismic l

requirements.

The "g" factors required for a static analysis l

are given under paragraphs 1.1 and 1.2.

The guidelines under

'~J paragraph 5 should be used in preparing the static analysis.

/3-If a dynamic analysis is to be performed, the calculational techniques must be submitted to and approved by the Engineers.

For a dynamic anal tabulation of "g" ysis the Engineers will make available a factors as a function of equipment natural freq uency.

If a test is to be performed, the test procedures must be submitted to and approved by the Engineers.

In a test the "g" factors gg and gt,given under paragraph 3,shall be used. The guidelines under paragraph 6 or 7 should be used for preparing the dynamic analysis calculational techniques or the test procedures, respectively.

1.1

_0PEPATING BASIS EARTHQUAKE The equipment shall be designed to be capable of continued operation for all normaloperating loads acting simultaneously with both hori: ental and vertical Operating Basis seismic loading.

The horizontal and vertical seismic loadings, respectively, are:

gy= 2.5 e*

(Ecrizontal) 52 =

I4c*

(Vertical)

The horizontal and vertical seismic loads shall

'(,

be added directly considering a single hori: ental direction earthquake to act c,pneurrently with the vertical direction earthquake.

  • g equals acceleration due to gravity en p e

see,,.

e e+-e

__ s

r.. _ -

2 f+

S One or more directions of horizontal earthquake

\\

shall be considered on a "most severe case' basis.

The stress levels shall not exceed the maximum stress levels permitted under all ecdes.

If no ecdes are used, the stress levels under the ahove combined loading shall not exceed 90 per-cent of the minimum yield strength per the ASTM sp6cificatien fer..the =ateri @..

1.2 DESIGN EASIS EARTHQUAKE The equipment shall be designed to withstand the ccmbined effects of all normal operating 1 cads acting simultaneously with Design Basis seismic loads without loss of function or structural integrity.

The horizontal and vertical seismic loadings, respectively, are :

e S o " _12 C*

(Hori ental) a M

2*

(Vertical) 54=

{

The heri: ental and vertical seismic loads shal' be added directly considering a single horizontal direction earthquake to act concurrently with the t

f vertical direction earthquake.

One or more r

directions of hori.cntal earthquake shall be considered en a 'most severe case" basis.

The stress levels due to these combined loading conditiens shall not exceed 90 percent of the minimum yield strength per the ASTM specification for the material.

2.

('Jhen applicable) the equipment shall be qualified in the eteratine mode,

3.

If the vender can show that his equipment (including critical compunents ) has 'a base natural frequency above a value of 10 cps, the factors g1, g2, 5 '

3 and ga may be changed to the fellcwing:

g1 =,13

(*

g

.23 c*

=

3 S2 * - 13 C.*

S4 "

  • 30 "*

4.

The analysis er test shall confirm that the resultira deflections shn11 not cause damage to the equipment to the debrimenb of its capability to function as specified elsewhere.

(

  • g equals accelerab'en due to gravity r

l g

N..

~M n

l 3

3.

GUIDELINES FOR STATIC ANALYSIS

{

The vendor is required to multiply the appropriate a

masses of the equipment compcnents by the acceleration

)

values in three orthogonal directicns, so as to lead the equipment in these directions.

One direction of hori: ental earthquake shall be ocnsidered concurrently with the vertical directicn earthquake.

The structural 1 cad-carryin6 members, whether internal components er external ecmpenents such as hold-down bolts, must be checked to ensure adequacy of design under seismic loadin6 i

6.

GUIDELINES FOR DYNANIC AN ALYSIS 3

The first step in a dynamic analysis is to formulate r-I a suitable mathematical medel which represents adequately the behavier of the equipment.

Although a simple set of instructions for the dynamic analysis of equipment items wculd not be generally applicable, some of the step-by-step considerations which might

[,.

be used to define an acceptable ecdel are as follcws:

5--

a.

The areas of the equipment which might be critical j-should be identified.

s-b.

Assumptions necessary to generate a tractable I

model.

An examination of the weights and significance c.

1 of various egnipment components.

s d.

The extent to which the proposed mass breakdown permits determination of stresses or defle.ctions in the previously defined critical areas,

The characteristics of the supports End/or e.

attachments to be included in the model.

f.

The properties of connecting members between masses necessary tp approximate the structural stiffness of the system.

The decision to include an element of the equip-g.

ment as a separate nass peint natural frequency of the element.ma.y depend en the Estimates of the natural frequencies of the elements which are c

large enough to affect the respense of the system should be determinec pricr to lumping the element T

stiffness and muss.

I e

l A

. a s

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4

< ~ s

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t, Once the mathematical model fer the equipment is established, natural frequencies, mode shapes, and participation' factors can be readily calculated.

The amplified response spectrum for the appropriate equipment dampin; level and el'evation of the support is used as input to calculate One seismic accelerations at the mass points identified in the model.

The seismic equivalent static forces are obtained by multiplying.the lwnped =csses of the medel by the calculated seismic accelerations.

With the determination of the equ1"alent static forces, member stresses are determined in a manner similar to that used for static analysis.

j 7.

GUD.ELINES FOR 7I1 RATION TES'"ING i

It is difficult to cover all the testing possibilities er procedures whlcP may be appropriate fer qualifying equipment by vibration testing.

The vender is encouraged to propese test precedures er existing data which ccmply with the specificab '.cn requirements for review and approval.

p The following items.are minimum requirements:

(

a.

The equ1pment cha21 he Oe:ced while either 1.

Functionin:

2.

Not functioning 3.

Both The specification should indicate which cne of the conditions, a,,

b.,

er c..,

is applicable and the vibration tasts should comply, b.

The equipment should be mounted as closely as possible to t.;e in-service orientation in a i

machine of suitable :aoscity.

A frequency scan (standard logarithmic sweep) c.

at a ecnstant deceleration of "g" shall be performed for as much of the range between 2 and 200 cycles per second as practicable. The objective of this test is to determine-the natural frequencies and amplification factors of the tested equipment and its critical components er appurtenances, The acceleration constants to be user. woulf be 52 and 64,. given under paragraph 3 of this actachm:nt-The hori: ental directicn "e" glj g

(

value shall be applieC in two perpendicular axes criented to evnsider equipment orientation and u

e e

e-k.

e,.

i 1

5 Worst case results.

Alternatives to sina wave forcing, such as " sine beat" or random i

excitation, may also be considered, i

d.

A " Dwell Test" of the component.

This would include as a minimum, a test of from 1 to 15 minutes duration at the frequency and input for which the maximum component responce was noted in (3).

i Additionally, other frequencies would be

{

selected if (a) they are deemed severe -

j amplification factor equal or greater than j

2.0, and (b) the frequency of the respense J

is sufficiently removed from the major peak

{

euch that it can be regarded as discrete, i.e.,

the new frequency falls outside of the band of +50 percent of the old frequency.

L 8.

NOZZLE LOADS FOR "COU? LED" CCMp0NENTS The paragraph below shall/shall not apply.

j The vendor shall provide the allowable loads s

at the no::les of the equipment.

The allowable loads shall be those that cause stresses greater

[(~

than the allowable stresses in the no::le or in

(

the equipment itself.

In stress analyzing the equipment, the no::le loads must be combined with the seismic and operating loads.

The contribution j

i to the stress in the equipment by no::le loads shall be maximized by assuming the worst combination of single j

loads' acting at each no::le, simultaneously.

For example, the stress at a point may be maximized by

{

considering the seismic load at the center of gravity of the component) plus a momen(t at 6ne no: le, a radial T

load on a second, and so forth, until all no::les are included.

The no: le design forces nay be determined by the method given in the Welding Research Council Bulletin 107 " Local Stresses in Spherical and Cylindrical Shells Due to External Loadings," by K. R. Wichman, A. G. Hopper, and J. L. Mershon, dated August, 1965, revised December, 1968.

Other methods are also acceptable, provided they are approved by the Engineers.

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a*

L, F"! 3CTE: s.m...,I We. y r4 Three valve assemblies, Fisher ites n.nbers 02, d4 (see Appendi: 3), a=d 06 L %peniix D), are installed at one level and have a shaft ezbansion teminating .p at a floor stand located at an upper letal where W actuator is located. y,, Ii I OO O e M 91C3s n$ed MI*fy $@ pft'7M bas been ude to allew for up to 6 inches o" azi:.1 movement up or dcun, and 2 g$'a universal jointa have been provided in ameh shaft a=tensim to aller for a::',p-p.1 lar dispheement of 5 degrees==*=i =. i e

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cc..teental Cetrol No c=r 3ca ...f. - g g,,,, .%,.q-e gy.- k.a ",. 31.aa w L2*, tr;e 92:o g.,o. ~ Itan No. & Tag C- '. T3-5 5-p i:-D-5-53 ) [;o antal soPN 185856 ed 2-135058 g &b$eett E m hetarst's Certification M EC ID- @ 2 .sw Vf,D,f"4V',. l wcn J w:s, n =.s. Fisher Catrels Ccupa=7, ccotinental tivisien certifies that items harein were emstacted and shipped in confomance to centmet m s**% tic =s and in accor:iance with quality centrol sta.=dards cecem { ia. to the catrol valve indnstry and your above parehase order.

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.2 i i '.4 ': ;.. - Fisher Controls Ccapaar, Ccetinental Divisica certifies that l i itaas berwin were ccestmeted and shipped in eccformace to ecct=ct ,4',. . epaai+9mtic:.s azzi in accordance with quality centrol ata:siards ec= nam ,Q-to the centrol valve indr.st.y azzi your above purcha.se order. ( 2'. W We further certify that all items shipped harein are free CN 9 2:nma dafects in material ami workmanship. TISEK2 CMES COMP 1*"I 4,J. 5Y1. CCDi CCEIN~4ni.L DITISID3 ve- %k... v EQ.10. HO. n, l" V$-O-$~-yg .W ,_ a r,, i d' M r t* )- xaceae IT. W

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