ML19344D925
| ML19344D925 | |
| Person / Time | |
|---|---|
| Site: | Summer  |
| Issue date: | 08/20/1980 |
| From: | Nichols T SOUTH CAROLINA ELECTRIC & GAS CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8008260365 | |
| Download: ML19344D925 (37) | |
Text
{{#Wiki_filter:. SOUTH CAROLINA ELECTRIC a GAS COMPANY post omcc son pe. COLUMaiA, SOUTH CAROUNA 29218 T.C.NicHots,Jn. Vcs Potssotut ano Gnoop Estevveve August 20, 1980 (Nuclear Operations) Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, D. C. 20555 .
. Subj ect: Virgil C. Summer Nuclear Station Docket No. 50/395 Seismic Qualification Review Team
Dear Mr. Denton:
South Carolina Electric 6.Cas Company, acting for itself and as
~
agent for South Carolina Public Service Authority, herewith. files forty-five (45)' copies of material needed for the seismic review of the Virgil C. Summer Nuclear Station. This material.provides the pre-visit information for the Seismic Qualification Review Team requested in FSAR questions 110.21 and 110.22 and the seismic response curves requested by Mr. Arnold Lee of the NRC staff. If you require additional information, please let us know. Very truly yours,
, y T. C. Nichols, Jr.
RBC:TCN:rh cc: E. H. Crews, Jr. W. C. Mescher W. S. Murphy G. H. Fischer W. A. Williams, Jr. B. A. Bursey NPCF/Dixon File 8 008260 % k , l
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'l TABLE I SEISHIC_Qt'ALIFICATION OF BALANCE OF PIANT NECitANICAL EQUIPflENT REqulRED FOR SAFE Slitri!0WN
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Page 1 of 8 Safe Installation Equipment Shutdown Nethod of Description of Status System (3) Tag. No. Description Operation 3) Seismic Qualification Seismic Qualification g4) Location % Completion All XAA-IA,B; Reactor Building a 1. Assembly - analysis 1. Lowest natural Reactor Building 100 XAA-2A,B Cooling Unit (4 Units) frequency determined Above Elev. 463'-0" to be 12.75 Hz. Dynamic multi-axis analysis, response spectrum input.
- 2. Damper - analysis 2. Natural frequency determined to be 25.32 Hz. Static multi-axis analysis.
- 3. Fan and Plotor - 3. Natural frequency analysis determined to be 57.47 liz. Static multi-axis analysis.
- 4. Damper actuator - 4. Multiple frequency, type test multi-axis seismic test.
- 5. Limit switch - 5. Single frequency, test single axis test.
(I to 35 Hz no reasonance frequency determined in test range). All XAll-12A , B Control Room Normal Supply a 1. Cabinet - analysis 1. Nat a!ral f requency Control Building 100 Cooling Unit (2 Units) determined to be Elev. 482'-0" 31 Itz. Dynamic multi-axis analysis.
- 2. Dampers - test 2. Multiple frequency, multi-axis test
- (1 to 40 liz).
- 3. Cooling coil - 3. Natural frequency analysis determined to be 31.5 Itz. Static multi-axis analysis.
- 1
d TABLE 1 (Cont'd) Page 2 of 8 Safe Installation gy) Equipment Nethod of Description of Status Shutdown g4) System Tag. No. Description Operation (3) Seismic qualificationSeismic Qualification Location }, Completion
- 4. Fan - analysis 4. Natural frequency determined. Static multi-axis analysis.
- 5. Certificate of con-formance with IEEE-344 furnished by motor vendor.
Qualification report on file at vendor's office for audit. Vendor considers qualification report as proprietary. AH XAH-13A,B Relay Room Air Handling a (5) (5) Control Building 100 Unit (2 Units) Elev. 482'-0" AH XFN-30A,B Control' Room Emergency a' Analysis Natural f requency de- Control Building 100 Fan (2 Fans) termined to be 61.1 Hz. Elev. 482-0" Static multi-axis analysis. AH XFN-39A,B Battery Room Exhaust a Analysis' Natural frequency de- Intermediate Bldg. 100 Fan (2 Fans) termined to be 50.8 Hz. Elev. 423'-0" Static multi-axis analysis. AH XFN-80A,B Service Water Pumphouse a Analysis Natural frequency de- Service. Water Pump- 100 Supply Fan (2 Fans) termined to be 56.8 Hz. house Elev. 441'-0" Static multi-axis analysis. AH XDP-12A,B; Pneumatic Actuated a Type test Biaxial, multifrequency Auxiliary Building 100 13A,B;l8A, Dampers test, response spectrum Elev. 412'-0" B;19A,B;2]A, input. Type test s in- XDP-12 & 13 B;22A,B;23A, cluded damper, actuator Control Building 100 B;24A,B;35A, and limit switches and Elev. 482'-0" B;39A,B;45; solenoid valves. ~ XDP-18,19,21,22,23,24 72A,B;73A,B; 35,39,45,96,99,100 74A,B;88A,B; 103,106,112,113, 89A,B;96,99A. 129 & 133 B;100A,B;103A, Service Water pump- 100 B;106;ll2A,B; house Elev. 441'0" ll3A.B;133A,B; XDP-72,73 & 74 129 Intermediate Bldg. 100 Elev. 412'-0" XDP-88 Intermediate Ittdg. Elev. 412'-0" XDP-89
I I l l TABLE I (Cont'd) I Page 3 of 8 l l Safe Installation i Equipment "" ' ***' I " 8 ' "" i System (1) Tag._No. Description Shutdown Operation (3) Seismic Qualification Seismic Qualification (5) location % Completion A!! XDP-152,153 Electric Notor Actuated a Type test Multiple frequency. Intermediate Bldg. 100
& 155 Dampers for Battery multi-axis seismic Elev. 412*-0" Rooms A and B (4 Units) test.
CC XPP-IA,B C Component Cooling a 1. Pump and motor 1. Natural frequency Intermediate Bldg. 100 l Water Pump (3 pumps) analyses determined to be Elev. 412'-0" l 30.5 Hz. Static multi-axis analysis.
- 2. Pump piping - test 2. Single sinusoidal test frequency, single axis input.
Natural frequency is greater than 30 Hz. CC XHE-2A,B Component Cooling Water a Analysis Lowest natural frequen- Intermediate Bldg. 100 Heat Exchangre (2 heat cy determined to be Elev. 412'-0" exchangers) 31.5 Hz. Static multi-axis analysis. CO XTK-8 Condensate Storage Tank b Analysis Hydrodynamic frequency Adjacent to Water 100 ( determined to be 0.252 Treating Building at i Hz. Dynamic multi-ax!s analysis (TID-25021). Response spectrum input. CS XTK-12A,B Boric Acid Tank a Analysis Hydrodynamic frequency Auxiliary Building 100 (2 tanks) determined to be 0.464 Elev. 463'-0" Hz. Dynamic multi-axis analysis (TID-25021) Response spectrum input. DG XPP-4A,B; Diesel Generator Fuel Oil a Analysis Natural frequency Diesel Generator 100 XPP-141A,B Transfer Pump (4 pumps) determined to be 486 Bidg. Elev. 427'-0" Hz. Static multi-axis analysis. DG XTK-9A,B Diesel Generator Starting a Analysis Lowest skid natural Diesel Generator 100 C,D Air Skid (2 skids) frequency determined Bldg. Elev. 436'-0" to be 20.7 Hz. Dynamic i multi-axis analysis of starting air equipment. I l
t e TAlli.E I (Cont'd) Page 4 of 8 Safe Installation Equipment Shutdown Method of Description of Status System III Tag. No. Description operation I Seismic qualification Se p c qualification I4) I.ocation % Completion l DG XTK-20A,B Diesel Cencrator Fuel a Analysis Hydrodynamic frequency Diesel Generator 100 Oil Day Tank (2 tanks) determined to be 1.47 Bldg. Elev. 436'-0" l IIz . Dynamic multi-axis analysis (TID-7024). Static multi-axis analysis. DG XTK-51A,B Diesel Cencrator Fuel a Analysis Static multi-axis Adjacent to Diesel 100 Oil Storage Te.'. (2 tanks) analysis. Cencrator Building Below Grade 14 XEG-IA,B Diesel Generators and a 1. Diesel engine and 1. Dynamic mJIti-axis Diesel Generator 100 Associated Equipment mechanical equip- analysis. Bldg. Elev. 436'-0" (2 units) ment - analysis and 421'-0" i
- 2. Electrical and air 2. Multiple frequency, starting controls - multi-axis testing.
test l DG XilD-13A,B Diesel Generator Air Intake a Analysis Natural frequency Diesel Generator 100 l C,D Filter Silencer (4 Units) determined to be 67.1 Building Elev. 463'-0" Hz. Dynamic multi-axis analysis. DG XNA-7A,B Diesel Generator Exhaust a Analysis 1. 'm ist shell natural Diesel Generator 100 Muffler (2 mufflers) ircquency determined Bldg. Elev. 463'-0" to be 30 Hz. Static aulti-axis analysis. ! i l 2. s terr.als lowest 1
- l. frequency determined
! to be 4.4 Hz. I Dynamic multi-axis j analysis. ( EF XPP-8 Turbine Driven Emergen
- b 1. Pump and Turbine - 1. Natural frequency Intermediate Building 100 l
Feedwater Pump analysis determined to be Elev. 412'-0" 64.7 Hz. Static multi-axis analysis.
- 2. Pump and Turbine 2. Single sinusoidal l
piping appur- test frequency, tenances - test single axis input. Natural frequency is greater than 30 Hz.
TAllt.E I (Cont'd) Page 5 of 8 Safe Installation Equipment Hethod of Description of g4) Status 3) System Tag. No. Description Shutdown Operation (3) Seismic Qualification Seismic Qualification Location ___, % Completion EF XPP-21A,B Hotor Driven Emergency b 1. Pump - analysis 1. Natural frequency Intermediate Builling 100 r eedwater Pump (2 Pumps) determined to be Elev. 412'-0" ! 47.6 Hz. Static multi-axis analysis.
- 2. Pump piping appar- 2. Single sinusoidal I tenances - test test frequency, single axis input, natural frequency is greater than 30 Hz.
EF IFV-3531 Control Valve b Analysis / Test Static test of unbraced Intermediate Building 100 t IFV-3536 (6 valves) extended structure Elev. 423'-6" l IFV-3541 (valve bonnet, actuator, ! IFV-3546 snubbers and apporten-IfV-3551 ances) resulted in IFV-3556 natural frequency of 20 Itz (x-axis) and 21 Hz (y-axis). Hultifrequency sweep resulted in cho-osing 19, 24, 26 and 30 Hz (x-z axis) and 19, 22 and 30 Hz (y-z axis) for sine beat test. Seismic test was biaxial. See also, Note 2.
}W XVG-1611A, Main Feedwater b 1. Valve and actua- 1. Natural frequency Penetration Access 100 B,C isolation Valves (3 Valves) tor - analysis determined to be Area Elev. 436'-0" 57.48 Hz. Static seismic analysis.
Natural frequencies in horizontal direc-tions were 22 and 24 Hertz, no resonant frequencies found below 33 Hert z in . vertical direction. Hultifrequency and sine beat tests per-formed. Sine beat test performed at 22, 24, and 33 Hz. I
TABLE I (Cont'd) Page 6 of 8
-Safe Installation gg) Equipment Shutdown Netboil of Description of g4) Status Syste,m Tag. No. Description Operation 3) Seismic _gualification Seismic flualification Location % Completion
- 2. Actuator-Lest 2. Multiple frequency, blaxial seismic test.
MS IPV-2000 Control Valve () Valves) b Analysis / Test Static test of unbal- Intermediate Building 100 IPV-2010 anced extended struc- & Penetration Access IPV-2020 ture (valve bonnet, Area Elev. 436'-0" actuator, snubbers and appurtenances) resulted in natural frequency of 23 Itz (x-avis) and 21 Hz (y-axis). Multifrequency l sweep resulted in cho-osing 23, 21.5 and 29 Hz (x-z axis) and 21, 25 and 29 Hz (y-z axis) for sine beat test. Seismic test was blaxial. See also, Note 2. MS IF-2030 Control Valve b Analysis / Test Static test of unbal- Intermediate Building 100 anced extended struc- Elev. 412'-0" ture (valve bonnet, actuator, snubbers and l appurtenances) resulted in natural frequency of 26 Hz (x-axis) ani 25 Hz (y-axis). Multifrequency sweep resulted in (bo-osing 23.5, 26, 29. 33.5 and 40 Hz (x-z axis) and 25,29, 3 3.5, and 40 Hz (y-z axis) for sine beat test. Seismic test waa blaxial. See also Note 2. 1 l MS XVM-2801A Main Steam Isolation Valve b Analysis /1 cat Nat ural f requency de- Intermediate Butiding 100 ! B,C (3 valves) termined to be 58.2 Itz. E lev. 416' -0" Static multi-axis analysis. Static seismic load test. MS XVS-2806A Nain Steam Safety Valves b Test Single frequency, 'Interme.liate Building 100 thrs. ugh (15 valves) single axis scismic Elev. 436'-0" XVS-2806N test. Natural frequency
- 1. XVS-280' P deter,ine.1 to be 37-38 Hz.
l
TARI.E I (Cont'd) Page 7 of 8 Safe Installation Equipment Shutdown tiethod of Description of Status II) System Tag. No. J)escription Operation ( } Seismic qualification Scismic Qualification Location Q upletion
! SF XTK-25 Refueling Water Storage Tank a Analysis ifydrodynamic frequency Auxiliary Building 100 determined to be 0.275 Elev. 412'-0" Hz. Dynamic multi axis a
analysis (TID-25021). Response spectrum input. SW XPP-39A, Service Water Pump (3 Pumps) a Analysis Natural frequency de- Service Water Pump 100 B,C termined to be 14 Ifz. House Elev. 436'-0" Dynamic multi-axis analysis, response spectrum input. SW XPP-45A,B Service Water Booster a Analysis Natural frequency Intermediate Building 100 Pump (2 pumps) determined to be 36.6 Elev. 412'-0" Hz. Static multi-axis analysis. VI. XAll-4A ,B RHR/ Spray Pump Room c (5) (5) Auxiliary Building 100 Cooling Unit (2 units) Elev. 385'-0" l VL XAll-I A ,B; Charging Pump Room Cooling a (5) (5) Auxiliary Building 100 XAH-2 Units (3 units) Elev. 400'-0" VL XAll-!! A,B Emergency Feedwater Pump b (5) (5) Intermediate Building 100 Area Cooling Unit Elev. 423'-6" (2 units) I j VL XAll-24A,B Battery Room Air a (5) (5) Intermediate Building 100 7 Handling Unit (2 units) Elev. 423'-0" VL XAH-9A,R Service Water Booster Pump a (5) (5) Intermediate Building 100 Area Cooling Unit (2 units) Elev. 426'-0* VL XAll-6, ESF Switchgear Room Cooling a (5) (5) Intermediate Building 100 , XAH-8 Unit (2 units) Elev. 451'-0" i VI.' XAH-19A,B Speed Switc h Room Cooling a (5) (5) Intermediate Building 100 Unit (2 units) Elev. 45I'-0" VU XPP-4RA,B IIVAC Chilled Water Pump a Analysis Natural frequency Intermediate llullding 100 C (3 pumps) determined to be 137 Elev. 412'-0" Hz. Static multi-axis analysis. i
TAP.I.E I (Cont'd) Page 8 of 8 Safe Installation gg) Equipment Hetho<l of Description of Status Sy_s t_em Tag. No. Description Shutdown Operation gy) Seismic ginatification Seismic Qualificatior.gg) Location % Completion
. VU XIlX-IA,B, HVAC Mechanical Chillers a Test Hultiple frequency, Intermediate Building 100 C (3 chillers) multi-axis test (I to Elev. 412'-0" 40 llz range).
Power Actuated Valves a Analysis / Test in general, valves (see At all Seismic Cate- 95 (other than control valves FSAR Table 3.9-8) were gory I buildings, at and special valves listed seismirally qualified all elevations. above) by analysis. Natural frequency was determined and a static multi-axis analysis was performed. Selected valves and/or prototypes wete tested by a static seismic
' load test or by a single frequency, single axis seismic test.
NOTES: 4
- l. System: All - Air llandling (IIVAC) MS - Main Steam I
CC - Component Cooling Water RC - Reactor Coolant CD - Condensate Rif - Residual Heat Removal CS - Chemical and Volume Control SF - Spent Fuel Cooling DG - Diesel Generator Services SW - Service Water EF - Emergency Feedwater VL - Local Ventilating and Cooling
, fW - Feedwater VU - Chilled Water i
- 2. Seismic analysis of each type of control valve. Prototype of each control valve type was 4
seismically tested. Multiple frequency, multi-axis seismic test.
- 3. Equipment is required to maintain the plant in the following condition:
- a. Ilot stand-by and cold shutdown
- b. Ilot stand-by
- c. Cold shutdown
- 4. Types of analysis:
- a. Static
- h. Equivalent static (also known as static roefficient analysis)
- c. Dynamic (also known as seismic mo.let analysis) input to analysis can bc
- either response spec t rum or t ime-history.
i f 5. Qualified by similiarity to XAll-12A,B-AH whic h was seismically analyzed / test ed. 4 A\H-12A,H-AH is the " worst case" for seismic design.
TAllt.E 2 SEISHIC QUAI._lFICAflON JJF NUCl.EA't S1EAN SUPPL.Y SYSTFfl HECHANI(:Al. EqulPHENT REyll! RED }OR SAFE SHUIDOWN Page 1 of 2 Salc Installation Equipment Shutdown Method of Description of Status III System T*b. No. _ Description Operation (2) Seinmic f}ualification Scismic Qualification I.ocation- % Completion CS XPP-13A,B Boric Acid Transfer a Analysis Natural frequency Auxiliary Building 100 Pump (2 pumps) determined greater Elev. 452'-0" than 30 Hz. Static [ multi-axis analysis. l l CS XPP-43A,8 Charging Pumps (3 pumps) a Analysis Natural frequency Auxiliary Ituilding 100 ' C detcimined greater Elev. 388'-0" than 30 Hz. Static multi-axis analysis. RC XTK-24 Pressurixer Assembly a Analysis Natural frequency Reactor Building 100 determined. Dynamic Elev. 437'-6" l multi-axis analysis. RC XSG-2A, Steam Generator a An.slysis Natural ficquency Reactor Rullding 100 i B,C (3 units) cletermined. Dynamic Elev. 437'-6"- multi-axis analysis. Rif XPP-3]A.B Residual Heat Removal e Analysis Natural frequency Auxiliary fluilding 100 l Pump (2 pumps) determined greater Elev. 314'-0"
- 30 Hz. Static multi-axis analysis.
RH XHE-54,R Residual ifrat Removat Heat c Analysis Natural frequency Auxiliary Ituilding 100 Ex(hanger (2 heat exchangarn) determined. Dynamic Elev. 412'-0" multi-axis analysis. NglES:
- 1. System: All - Air Handling ( lVAC) NS - Main Steam CC - Component Cooling Water RC - Reactor Coolant Cl) - Condensate RH - Residual Ilcat Removal CS - Chemical and Volume Control SF - Spent Fuct Cooling DG - Dicact Cencrator Serviten SW - Service Water EF - Emergency Fredwater VI. - local Ventilating and Cooling I'V - Fredwater VU - Chilled Water
- 2. Equipment ir. required to m.sintain the plant in the following condition:
l a. Ilot stanal-ley and sold shutdown Hot stand-by h.
- e. Cold shutdown
___ _ . _ _ ~ _ _ - - - I TABLE 2 (Cont'd) Page 2 of 2 C i . AT.S (Cont'd):
- 3. Types 01 analysis:
- a. Static
} b. Equivalent static (also known as static coefficient analysis)
- r. Dynimic (also known as seismic model analysis) input to analysis can be either response spectrum or time-history.
I I i i i l t i 1 1 4 i I. l h a a i i j I
9 TABLE 3 SEISillC_ QUALIFICATION OF BALANCE OF PLANT SEISHIC CATE ;0NY I INSTURMENTATION, ELECTRICAL EQUIPMENT ANI; Sl?PPORJS p,g, g og 4 2 Installation Safe Shutdown Method of Description of Status Descripten _ Operation Seismic qualitication Seismic Qualifications Location %Conde_t_ lion ValveOper{}grs a Supplied equipment tested; Multifrequency, multi-axis, Au seismic designed buildiags, 95 i (actuator) type test and analysis test; sine beat test at all elevations reasonant peaks. 7200 Volt Switchgear II) a Type test Random frequency with Intermediate Building 100 superimposed sine beats; Elev. 436'-0" multi-axis test 480 Voit Un a Type test Multi-frequency with Auxiliary Building Elevs. 100 Substations (j) superimposed sine beats; 436'-0" and 485'-0" multi-axis test Intermediate Building Elev. 436'-0" Control Building Elev. 482'-0" 480/120 Volt Vital System a Supplied equipment tested Random frequency Control Building 100 Transformers multi-axis test Elev. 436'-0" II) Notnr Control Centers a Type test Random frequency; Auxiliary Building, 100 multi-axis test Elevs.'388'-0", 412'-0", 463'-0", and 485'-0" Intermediate Building Elevs. 436'-0" and 463'-0" Fuel llandling Building Elev. 463'-0" Control Building Elev. 482'-0" MotorsforSaf{}yClass a Analysis Static acceleration of Auxiliary Building Elevs. 100-l Pumps and fans rigid structure; sum of 374'-0", 385'-0" 388'-0", squares combination of 397'-0", 400'-0" 412'-0", stress 452'-0", and 475'-0" Intermediate Building Elevs. 412'-0",,423'-0", 423'-6", 426'-0" and 451'-0" Fuel Handling Building Elev. 436'-0" Control Building Elev. 482'-0" Diesel Generating Building Elevs. 427'-0", 436'-0" and 447'-3" B.ittery Ch.rgers II) a Supplied equipment tested Random frequency; single Intermediate Building 100 axis test Elev. 412'-0"
TABl.E 3 (Cont'd) Page 2 of 4 Installation Safe Shntdown Nethod of Description of Status Description Operation Seism L f]ualification Seismic Qualifications I.ocation Mompletion Diesel Generators III a Analysis and test of Static acceleration of Diesel Cencrating Building 100 some components rigid structures and randon Elev. 436'-0" f requency for tests; sum of squares combination of stress for analysis and multi-axis test CableTrayaggyCable a Analysis Peak response acceleration All seismic designed buildings, 100 Tray li. angers of structures; vector sum all elevations combination of stress ElectricalCggjainment a Type test Random frequency; single Per.etration Access Area' 100 I Penetrations axis test Elevs. 412'-J", 436'-0" and 463'-0" , Fuel llandling Building ! Elevs. 436'-0" and 463'-0* Distribution Panels II) a Type test Random frequency; All seismic designed buildings, 100 t multi-axis test all elevations i Battc a Type test. of cells; Response spectrum for Intermediate Building 100 Racks (($sandBattery modal analysis of racks racks and random Elev. 412'-0" frequehry for tests; sum of squares combination of stress for racks and multi-axis test for cells SpeedSwittggj a Type test Random frequency; Intermediate Building 100 (7200 volt) multi-axis test Elev. 436'-0" Service Water Pumphouse Elevs. 425'-0" and 441'-0" 4 TransferSwlgjhes a Type test Random frequency; Auxiliary Building Elev. 100 (7200 volt) multi-axis test 388'-0" Intermediate Building Elev. 436'-0* ! Service Water Pumphouse Elev. 425'-0" TransferSyfjches a Type test and analysis Random frequency; Auxiliary Building Elev. 100 (480 volt) multi-axis test; and 412'-0" static multi-axis analysis Pressure Transmitters III a Tyra test Random frequency; All seismic designed buildings, 90 multi-axis test all elevations 4 4
4 TABl.E 3 (Cont'd) p,g, y gg 4 Installation Safe Shutdown tiethod of Description of Status se cription Operation SeismicJualification Seismic Qualifications 1 oration % Completion III f.evel Transmitters a Type test Random f reepsency; All scismic designed buildings, 90 siutti-axia, test all elevations Flow Transmitters III a Type test Random frequency; All seismic designed buildings, 90 multi-axis test all elevations Temperatuae Sensors (II a Type test Single frequency; single All seismic designed buildings, 90 axis test all elevations Control Board (y) a Type test Random frequency; Control Building Elev. 463'-0" 100 Switch flodules multi-axis test ESF 1.oading Sequence III b Type test and analysis R.indom frequency; multi- Control Building Elev. 436*-0" 100 Control Panels axis test Reactor Protection Under- a Type test and analysis Random frequency with Intermediate Building Elev. 100 frequency and Voltager superimposed sine heats; 436'-0" Relay Penels multi-axis test tfain Control Board (III I a Supplied equipment tested Random frequency; multi- Control Building Elev. 463'-0" 100 and maalysis axis test; response spectrum input to dynamic multi-axis analysis; sum of absolute values of stress ifcating, Ventilating a '.upplied equipment tested Random frequency; multi- Control Building Elev. 463'-0" 100 and Air Condi g g g .nd analysis axis test; response Control Panel spectrum input to dynamic multi-axis analysis; sum of absolute values of stress Palance of Plant a Type test Identical to Westinghouse Control Building Elev. 463'-0" 100 lustrument Panels supplied 7300 series process control equipment cabinets Control Room Evatuation a Type test and analysis Random f equency multi- Intermediat e Building 100 Panel amis test ; response Elev. 436'-0" spectrum loput to dynamic multi-axis analysis; sum of absolute values of stress
e o TAlti.E 3 (Cont'd) p,g,4 og 4 Installation Safe Shutdown tiet ho.1 o f Description of Status Dent:iptinn Operation Seismic _gualifIratinn Seismic qualiifeations locatson 1 Comp _letion HVAC fiethanical Wter a Supplied equipment tested Random frequenty; multi- Intermediate Building 100 Chillrr C g ot Pancis axis teste Elev. 412'-0" and tiotors Radiation Monitoring a Type test Random frequency, multi- Control Building Elev. 463'-0" 100 Control panel axis tests are Termination Panels II) a Analysis Response spectrum input to Control Building Elev. 4%'-0" 100 dynamic multi-axis analysis; sum of absolute values of stress F. rthquake a Type test and analysis Random frequency, multi- Control Rutiding Elev. 4%'-0* 100 Instrumentation asis tests are planned; single sine sweep test donc previously llydrogen Analyzer Panels a Type test or analysis Randomfrequency,multg Penetration Access Area 100 axis tests are planned Elev. 4#.3'-0" Fuel Handling Huilding Elev, 463'-0" N0!F.S,:
- 1. F.qu i pmen t requirrel for safe shutdown.
- 2. Flettrical continuity required for saf e shutdown but transfer capability not required.
- 3. Not yet qualified; qualification to be in accordance with methods described in FSAR Section 3.10
- 4. The control boards are scismically qualified. Non-nuclear safety class components mounted on the boards are not required to be scismically qualified but tne control boards are so designed that failuie of non-nuclear safety class components does not degrade any scismically qua1ifled component s.
e TAnLE 4 SEISHIC_QtlAI.lflCATloN OF NUCl. EAR STEAti,5UIPI.Y SYSTEM SEISHIC CAIEG*Y I INSINUNENTATION, El.EC1RICAl. LQlPNENT AND SUlt0RTS page 1 of I installation Safe Shutdown Nethod of Description of Status Desc ript ion Operation Scismic Quall_fic3 tion Scis_mic, Qualifications I.ocation 'f. _ Comp l e t i on Pressure Transmitters (2) a Test Bi-axist, multifrequency III All scismic designed buildenas, 90 andDiffercnggl-Pressure all elevations Transmitters Proc ess Cont rol g a Test Single axis sine brat, Control Building Elev. 436'-0" 100 Equipment Cabincts bi-asial multifrequency Hemistanch}cmperature a Test Singic axis sinusoidal. Control Hullding Elev. 463'-0" o 1)ctertors Refer to WCAP-8234-A. Instrumenk2jupply a Tcat Single axis eine beat, Control Building Elev. 436'-0" 100 inverters l>i-axist sine best. Refer to WCAP-7817, WCAP-7887 Supplement 2, WCAP-7821 Supplement 2 Aildenihan 1 PostArcidentMonitnrig a Test Hulti-axis, multifrequency III Control Building Elev. 463'-0" O Equipment ( I n.f ic a t or s ) NgJg:
- 1. Not yet tompleted.
- 2. Required for saf e almtdown (assualur, normal operation and not post ac cident ron.litions).
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