ML19330C323
| ML19330C323 | |
| Person / Time | |
|---|---|
| Site: | LaSalle  |
| Issue date: | 08/04/1980 |
| From: | SARGENT & LUNDY, INC. |
| To: | |
| Shared Package | |
| ML19330C313 | List: |
| References | |
| NUDOCS 8008080238 | |
| Download: ML19330C323 (600) | |
Text
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TABLE OF CONTENTS .
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Equipment Summary Fages t, ~ Diesel Fuel Storage Tank (lD002T) ................................... 1 CSCS Equip. Area Cooling Coil Cabinets (lVY0lA) ..................... 2 Temp. Transmb,ter, Rosemount Model 535E ............................. 3 CSCS Vent fans (lVY01C) ............................................. 4 4" Control Valve / Air Operator (lE12-F065A,B) ........................ 5 LPCS 24" MO Gate Valve (IE21-F001) .................................. 6 8" MO Butterfly Valve (lVP113A,B) ................................... 7 D.G. Cooling Water Pump (2DG0lP) .................................... 8 Post-Accident Primary Containment Monitoring Panels (1,2PL76J) ...... 9 Control Room Radiation Monitor (OPM14J,15J) ......................... 10 480 Vac. Unit Substation (LAP 21E) ................................... 11 480 Vac. Motor Control Center (LAP 78E) ....................... ...... 12 g
13 (a)125 Vdc. ESF Distribution Panel (lDCllE) ............................
250 Vdc. ESF Motor Control Center (lDC06E) ..................... .... 14 Diesel Generator (lDG0lK) ........................................... 15 Standby Engine Terminal Box (lDG05J) ................................ 16 Low Voltage Power Electric Penetration (LAP 96E) ..................... 17 Valve Motor Operator ................................................ 18 Main Control Boards (LPM 0lJ) ...... ................................. 19 RHR Service Water Pumps (lE12-C300 A) ................................ 20 HPCS Waterleg Pump (lE22-C003) ...................................... 21 Diesel-Generator Fuel Transfer Pump (lD00lP) ........................ 22 Pressure Transmitter (lPT-CM055) .................................... 23 Level Transmitter (lLT-CM0 62) ....................................... 24 Liquid Level Control Switch (lLS-D0003) ............................. 25 b"ControlValve/AirOperator (lE12-F051A) .......................... 26 g()()80 8 0
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SAMPLE ITEMS FOR LASALLE SQRT SITE VISIT BOP Mechanical - from LSCS .FSAR Table 3-9-37 m
Iter Equipment Data , Building
& Remarks Attachments No ' Number Name Elevation
- 1. 1DG01T Diesel Oil Storagei Tank Aux.
- QUALIFICATION by
- SQPT form 30,000 Gal. 710'6" Analysis
- Response Spectrum Curves (RSC)
- 2. IVYO1A CSCS Equipment Area Cooling Reactor
- Original Qualificatior
- SQRT form Coil Cabinets 694'6" by analysis
- Ramshead Certification
- Requalification for
- T-Quencher Ramshead loads Certification
- Requalification for
- Ramshead RSC T-Quencher loads
- T-Quencher RSC
- 3. OTT-VC105 Temp. Transmitter On SGTS
- Original Qualification
- SQRT form 106 'Rosemount' Model 535E Unit by Test
- Evaluation for
- Ramshead Certification
- T-Quencher.
Reactor 145 sto's" Ramshead loads Certification 146
- Evaluation for
- Ramshead ESC T-Quencher loads
- T-Quencher RSC
- 4. IVYO1C CSCS Vent fan Reactor
- Original Qualification
- SQRT form 694'6" by analysis
- Ramshead Certificatior ;
- Requalification for
- T-Quencher Ramnhead loads Certification .
- Requalification for
- Ramshead RSC T-Quencher loads
- T-Quencher RSC
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- MPLE ITEMS FOR LASALLE SQRT SITE VISIT BOP Mechanical - from LSCS FSAR Table 3-9-37 Iter -Equipment Data s Building
& Remarks Attachments No Number Name Elevation
- 5. 1E12-F065 4" Control valve /A1r Operator 3
On Piping
- Original Qualification
- SQRT form A&B Subsystem by Test
- Ramshead Certification f RH 4'l
- Evaluation for
- Ramshead Pipe Data Ramshead loads
- T-Quencher
- Evaluation for Certification T-Quencher loads in progress
- Original Qualification
- SCIIT form Subsystem by Analysis
- Ramshead Certification
- RW 07
- Requalification to
- T-Quencher upperbound g-values Certification.
and nozzle loads
- Ramshead Pipe Data
- 7. IVP113A&B 8" M.O. Butterfly Valve On Piping
- Original Qualaificatior
- SQRT form Subsystem by Analysis
- Ramshead C rtification
- VP ot
- Requalification to
- T-Quencher upperbound g-values Cercification and nozzle loads
- Ramshead Pipe Data
- 8. 2DG01P D.G. Cooling Water Pump Aux.
- Qualification by
- SQRT form 780' Analysis ,
- R.S.C.
- Piping loads for Unit-2
- Pipe Data not available
- Unit 1 piping loads used
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SAMPLE ITEMS FOR LASALLE SQRT SITE VISIT BOP Electrical From FSAR Table 3-10-1 Iter Equipment Data Building s
&. Remarks Attachments No Number Name Elevation
- 11. LAP 21E 480VAC Unit Substation (GE) Aux.
- Test not adequate 731'0"
- Dynamic Analysis of None Cabinet Structure completed
- Retesting of devices planned
- 12. 1AP78E 480 V. MCC (KlocMner-Moeller-) Reactor
- Original Test not
- SQRT forms 820'6" adequate
- Ramshead Certification
- Retesting to New
- T-Quencher T-Quancher loads Certification completed
- Ramshead RSC
- T-Quencher RSC
- 13. 1DC11E 125VDC ESF Dist. Panel Aux.
- Qualification by Test
- SQRT form (System Control) 710'6"
- Original-Test Report (Systems Control) 694'6" not adequate None
- Retest planned
- 15. 1DG01K Diesel Generator DGR
- Dynamic Analysis
- SQRT form (Stowart & Stevenson) 710'6"
- RSC f
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O O O SAMPLE ITEMS FOR LASALLE SQRT SITE VISIT BOP Electrical From FSAR Table 3.10-1 Iten Equipment Data s Building
& Remarks Attachments No Number Name Elevation
- 16. 1DGO5J Standby Engine Tepinal Box DGR
- Dynamic Analysis
- SQRT form 710'6"
- RSC 17 LAP 96E Low Voltage Power Electrical ontainmenb Penetration
- Original QUALIFICATION
- SQRT form 786'6" by Analysis
- Ramshead Certification
- Requalification for
- T-Quencher Ramshead load Certification
- Evaluation for
- Ramshead RSC T-Quencher loads
- T-Quencher RSC
- 18. Valve Motor Operators Various
- Qualification by Test
- SQRT forms (Limitorque) Reactor Aux.
- 19. 1PM01J Main Control Boards (Harlo) Aux.
- Panel Qualification
- SQRT forms 768'0" by dynamic Analysis
- RSC '
- Device Qualification by Test -
- 20. 1E12-C3OOL RHR S.W. Pump Aux.
- Qualification by
- SQRT forms (Crane - Deming ) 673'4" Analysis
_ . . . - - - . - - - - - - - - - - - - - - - - - - - ~ ~ - - ~ - - ~
oud O O SAMPLE ITEMS FOR LASALLE SQRT SITE VISIT BOP ELECTRICAL FROM FSAR Table 3.10-1 ,
Iten Equipment Data s Building
& Remarks Attachments No Number Name Elevation 21, 1E22-C00? HPCS WATER LEG PUMP Reactor
- Original QUALIFICATION
- SQRT forms (CRANE- DEMING). 673'4" by Analysis
- RAMSHEAD Certification
- Requalification to
- T-QUENCHER "
Ramshead loads
- RAMSHEAD RSC
- Requalification to
- T-QUENCHER RSC T-QUENCHER loads
- 22. 1DG01P D.G. FUEL TRANSFER PUMP D.G.R.
- QUALIFICATION by
- SQRT forms (GOULD) 710'6" Analysis
- Pipe Data
- 23. IPT-CM055 Pressure Transmitter Reactor
- QUALIFICATION by Test
- SQRT forms (ROSEMOUNT)
- Evaluation for
- RAMSHEAD CERTIFICATION RAMSHEAD loads
- T-QUENCHER "
- Evaluation for
- RAMSHEAD RSC T-QUENCHER- loads
- T-QUENCHER RSC i
- 24. 1LT-CM062 Level Transmitter Reactor
- QUALIFICATION by Test
- SQRT' forms (ROSEMOUNT)
- Evaluation for
- RAMSHEAD Certification
- RAMSHEAD loads
- T-QUENCHER "
- Evaluation ~for
- RAMSHEAD RSC T-QUENCHER loads
- T-QUENCHER RSC 4
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Qualification Summry of Equignent i
I. P_lant Name: LaSalle County 1&2 Type:
- 1. Utility: CECO PWR
- 2. NSSS: General Electric IMR x
- 3. A-E: S&L
- 11. C~iponent Name HPCS Oil Storage Tang 1,2 D002T
- 1. bbdel NuxTher Quantity: 2
- 2. Vendor CB & I, Report #74-2130
- 3. If the cmponent is a cabinet or panel, name and nodel No. of the devices included: N.A.
- 4. Physical p iption a. Appearance Vertical Cylindrical
' Tank
- b. Dinensions 17 ' x 20' High
- c. Weight 273K O s- ec ti e' 8 1141 e=_ ^"** 1 rv Elevation; 710'-6"
- 6. Field bbunting Cbnditions f( ) Bolt (No.12 , Size 1\")
[ ] Weld (Iangth )
[ ]
- 7. Natural Frequencies in Each Direction:
hl: I ~7 a z h2: 1ruz V: NOMF-
- 8. a. Functional
Description:
Storage of Diesel Oil
- b. Is the equiptent rcquired for! III t Standby [. ] Cold Shutdown (X1Both 4. Post LOC A Pertinent Reference Design Specifications: J-2538 9.
004150 --
Reference:
DD File No. 015521 SARGENTh LUNDY 1
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III. Is Equignent Available for Inspection in the Plant: [X] Yes [ ] No Ocnnents:
IV. Equiprent Qualification Method: Test:
Analysis: x Canbinat. ion of Test and Analysis:
i
'1bst and/or Analysis by Chicago Bridge & Iron Co.
(name of Ca pany or Laboratory & Report No.)
Charge no. 74-2130 Rev. 2, 8/6/74 V. Vibration Input: EMD Calculation using modified response spectra Calc no. 15521
- 1. Ioads considered 1.[X] Scismic only 2.[ ] Hydrodynamic only 3.[] Explosive Nozzle only 4.[X] Other (Speci fyl los .[ J Cocbination of 1 & 4.
- 2. Required Response Spectra (atta 3 the graphs):
Seismic Curves for Auxiliary niag _ El-710 '-6"
- 3. Required Acce?.eration in Each Direction:
OBE .685 g OBE .195 g OBE-0.34 g hl =_ ssr= 297 a h2 = sse .30 g V = sse-o 32 g VI. If Qualificatie.1 by Test, then Ocmplete: N.A.
- 1. [ ] Sing 1e Frequency [ ] Multi-Frequency
- 2. [ ] Single. Axis [ ] Multi-Axis 1
- 3. Frequency Rarge: l l
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[ ] No j
- 5. g-level Test at hl = h2 = V= '
- 6. Laboratory munting:
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Iangth )[ ]
- 7. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 8. Other tests perforned (such as fragility test, including results) 004150 I
Reference:
DO File No.015521 SARGENTht"NDY I
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C H +C AGO O
O VII. If Qualification by Analysis or by the cortbination of Test and Analysis,the .
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Omplete:
- 1. Description of 'Ibst including Results: n.A_
- 2. Method of Analysis:
[ X] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Response Spectrum [ ] Tine-History
- 3. Ptdel Type: bc] 3D [ ] 2D [ ]lD
[ ] Finite Elermnt[ ] Beam [ ] Closed Form Solution
- 4. [ ] Cm puter Codes: N/A <
l Frequency Range and No. of Itodes considered:
[X] Hand Calculations
- 5. Damping: o_se nny. 1_ oy c:c;p
- 6. Support Considerations in the model: Rigidly mounted on floor
- 7. Critical Structural Elments: Governing Seismic 'Ibtal Stress !
A. Identification Iocation Response Qxtbination Stress Stress Allowable Stress on Tank wall dne to nozzle loads & sloshing 8071.5 psi 18480 Anchur Bolt Chairs Cf max.= 4493 psi 22603
% max.= 101 psi Anchor Bolts 14930 psi 20000 psi Welds 2166 psi 10,700 max local stress on tank wall ,
and roof at nozzle location 8931 psi 18,480pd due to nozzle loads Effect Upon Functional B. Max. Deflection Incation Operability None l
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015521 Peference; Em File No.004150 SARGENT kLUNDY !
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ACCELERATION & N0ZZLE LOADS Fn0M PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: H.P.C.S. Oil Storage Tank
' COMPONENT NO. : 1DOO2T PROJECT NAME: LaSalle County - 1 LOCATION : Auxiliary Bldg. PROJECT NO. : 4266-00 SUBSYSTEM NO. : DO-24, DO-14 PREPARED BY : Mr. Gogineni DATE:
EMD FILE NO. : REVIEWED BY : DATE:
SPEC. NO. : J-2538 NODE A # NODE B # NODE C #
LOAD CASE h3 h2 h h2 h2 V 3 V r.} V OBE SSE SRV g ._
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m Transients: UPSET 4 -
" EMERGENCY y Seismic:
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ACCELERATION & N0ZZLE LOADS Fr<0M PIPING SYSTEM FOR COMPONENTS COMPONENT NAfiE: H.P.C.S. Oil Storage Tank COMPONENT NO. : 1DOO2T PROJECT NAME: LaSalle County - 1 LOCATION : Auxiliary Bldg. PROJECT NO. : 4266-00 SUBSYSTEM NO. : DO-23, DO-2 PREPARED BY : Mr. Gogineni DATE:
EMD FILE NO. : REVIEWED BY : DATE:
SPEC. NO. : J 2538 NODE A # NODE B # NODE C #
LOAD CASE h h2 3
y h 3 h2 y h 3 h2 ~V OBE-SSE z- SRV o
p SRV
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6 Le MAXIMUf1 CONDITION: UPSET EMERGENCY FORCES IN POUNDS MOMENTS IN-FT-POUNDS LOAD CASE
.F F F Ma Mc Mb Weight' Thermal Anchor Displacement: UPSET EMERGENCY.
h- Transients: UPSET 8 EMERGENCY
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MAXIMUM CONDITION: UPSET 116 9 7 3 19 18 EMERGENCY llR 16 18 5 23 33 VALVE ORIENTATION: Ilorizontal/ Vertical / Skewed RELATIONSHIP BETWEEN THE GLODItL ItHD Accelerations: Global / LOCAL LOCAL COORDINATE SYSTEMS.
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' COMPONENT NAME: H.P..S C. Oil-Storage Tank .
t s' - COMPONENT NO. : 1DOO2T '
PROJECT NAME:LaSalle County - 1 LOCATION : Auiliary Bldg. PROJECT NO. : 4266-00
- SUBSYSTEM NO.
- DO-2 5, DO-19 PREPARED BY : Mr. Gogineni DATE:
- EMD FILE NO. : REVIEWED BY : DATE:
f- SPEC. NO. : J-2538 NODE A # NODE B # NODE C #
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.J MAXIMUM CONDITION: UPSET 195 71 f 93 57 150 116 EMERGENCY 207 79 104 79 192 139 m
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.. ACCELERATION & N0ZZLE LOADS FROM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: H.P.C.S. Oil Storage Tank
, COMPONENT NO. : 1DOO2T PROJECT NAME: LaSalle County - - 1 l LOCATION : Auxiliary Bldg. PROJECT NO. : 4266-00 SUBSYSTEM NO. : DO-17 PREPARED BY : Mr. Gogineni DATE:
i EMD FILE NO. : REVIEWED BY : DATE:
SPEC. NO. : J-2538 NODE A # NODE B # NODE C #
LOAD CASE h h2 h h2 hi h2 i V i v. V i OBE SSE
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MAXIMUM CONDITION: UPSET j EMERGENCY I FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE p Pb .F c Ma Mb Mc Weight Thermal Anchor Displacement: UPSET EMERGENCY
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i FOR DIESEL OIL STORAGE TANK ( 30000 GAL )
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O LA SALLE NUCLEAR STATIONS UNITS 1 & 2 4266-10 JOB NO:
. 4267-10 REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: Coil Cabinets SPEC. NO: J-2582 EQUIPMENT NO: 1,2VYO1A 1,2VYO2A 1,2VYO3A 1,2VYO4A LOCATION: Reactor Bldg. 694'-6" EQUIPMENT CLASSIFICATION: O ACTIVE Z PASSIVE-O SEISMIC QUALIFICATION REPORT
REFERENCE:
EMD File #006463, dated 12/22/76 Seismic qualification report for Bahnson Company CCL Report fA-94-76 The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned component is capable of performing its intended safety function under all the applicable loading combinations including the pool dynamic loads.
Prepared: bba Mk Approved: [ / ri,i on ha&u
.1 - e, Date: 2- 2.2 - efO O
SARGENT hLUNDY 3"""frP
1 l
l O
QUALIFICATION
SUMMARY
j 4
I Seismic Qualification Method:
1 Elements considered in the antlysis are the cabinet structure and the coil assemblies. .
First the natura2. frequency of unit is examined. Second stress analysis is performed. Model analysis was performed and found fundamental natural frequency greater than 33Hz. Hence static stress analysis is done using the ZPA 'g' values. DBE h1 -h2=.33g, V=32g, 1% Damping. :
MRI/Stardyne 3 was used for both model and stress analysis. '
S.resses t were compared against OBE allowables. The )
final step in the qualification of each cabinet structure is the determination of the anchor bolt loadings. The analysis is performed using CCL/ABAN2.
SRV Requalification Method:
a) New seismic requirements of the SRSS curves were used to reanalyze the cabinet structure.
New SRSS(SRV) 'g' values h hp v Max.
- 1. -
OBE .24 .23 (4.0+1) 5.01 SSE .34 .36 (3 02+1) 4.07 ,
b) Absolute sum curves were used to requalify the structure.
hg h v Max. 1 'g' due to gravity is 2_ '
added to V to calculate OBE .34 .34 5.37 the maximum 'g' Velue.
SSE .47 .49 (4.35+1)
(3 32+1) 4.37 1
l l
O Ref: EMD File No. 006463 SARGENTkLUNDY E.-. .c . o c, --
- - . --. . . _ - - . . ~ , -. ,. = _ .
Qualification Summry of Equignent i
O I. Plant Name: LaSalle County 1&2 Type;
- 1. Utility; CECO PWR
- 3. A-E; Sargent and Lundy Engineers
- 11. Caq.cnent Name Coil Cabinets 1,2VYO1A, 1,2VYO2A
- 1. bbdel Nunber1.2VYO3A. 1.2VYO4A Quantity: 8 2 Vendor Enhnnnn company
- 3. If the conponent is a cabinet or panel, name and nodel No of the devices included: Cabinet Structure. Coil Assemblies
- 4. Onesetofun[tsPhysical Descri tio 1VYb3A s clceCabinetosen ivr analysis 'veuau e b' Dimensions 108,00 prorst casj?in of ts x 12% %.
seis x 89.38gic ..
design.
- c. Weight 7qqq 7 hs. (Max)
O s. 1ocetioni 8e11 dine: n-n +- ~4,84me Elevation; go4 i _ p,
- 6. Field bbunting Conditions [x] Bolt (No. 12,, Size 5/E')
Bolt Material SA-325 [ 1 Weld (Iength' )
[ ]
i
- 7. Natural Frequencies .forinservice Each Direction: unit-fn=35.70[44.43,48.10 hg,p1, q,gquz minimum hl:
tube frequency =h2:44.08Hz, minimumV:tube bundle fr=51.*/ @
- 8. a. Functional
Description:
Supports Coolino enils used to cool ECC equipment cubicle whenever ECC system is operating.
- b. Is the equipTent required forI } Hot Standby [ ] Cold Shutdown
[XlBoth & Post Loca
- 9. Pertinent Paference Design Specifications: J-2582 O
Reference:
D O File No. 006463 SARGENT hlVNDY
,, l C *
- iC A C.O l
l III. Is Equianent Available for Inspection in the Plant: pc] Yes [ ] No Conments:
IV. Equignent Qualification Method: Test:
Analysis: x Canbination of Test and Analysis:
Test and/or Analysis by Corp. Consulting & Development Co.A-94 (name of Cmpany or Iaboratory & Report No.)
dated 10/1 1 V. Vibration Input: l l
- 1. Loads considered 1.[x] Seismic only 2.[x] Hydrodynamic only 3.[] Explosive l only 4.[ ] Other (Specify) 5.[ ] Conbination of 1&2
- 2. Required Response Spectra (attach the graphs):
Absolute Sum Curves for Reactor Building EL: 694'-6"
- 3. Required Acceleration in Each Direction:
O hl = SSE,47a 088 ,368 088 548 h2 = SSE .49g V=
088-6 558 SSE-3.32g Accin. Values are at 33Hz Since lowest ,
VI. If Qualification by Test, then Cmplete: natural frequency is 35.7Hz.
p This makes it more conservative
- 1. [ ] Single Frequency [ ] Multi-Frequency
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. Frequency Rarge:
[ ] No
- i. q-level 'Ibst at hl = h2 = V=
- 5. Laboratory bbunting:
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Iangth )[ ]
- 7. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 8. Other tests performed (such as fragility test, including results)
O _
Reference:
EMD File No. 006463 SARGENT kLUNDY
..~.iu.....
O VII. If Qualificatinn by Analysis or by the Ombination of Test and Analysis,the Omplete:
- 1. Description of Test including Results: N.A.
- 2. Method of Analysis:
[ X] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis j
[ ] Response Spectrum [ ] Time-History .
1
- 3. fedel Type: [ ] 3D [ ] 2D [ ]lD l
[X] Finite Elenent[ .] Beam [ ] Closed Fonn Solution
- 4. [X ] Conputer Codes: MRI/Stardyne 3 & CCL/ABAN2 (Anchor Bolts Frequency Range and No. of nodes considered: 5, 0-50Hz.
[X ] Hand Calculations
- 6. Support Considerations in-the model: Fixed at the base.
- 7. Critical Structural Elements: Seismic Total Stress Governincy A. Identification location Response Contunation StrenStres,%waAllowable um. uswa Beam Tension 11757 1369413882 2160C asi
< Transverse shear 1094 1378 1406 12463 asi Torsional Shear 2482 2564 2572 1246? ?siJ SRSS of Transverse Torsional Shear 2712 2911 2931 1246? psi Triangular Plate-see pg.6
' Effect Upon Functional B. Max. Deflection Incation Operability For Cabinet Frame old SRSS .0599"
. (original) Maximnm deflections are sma~ 1 new SRSS .C693" and the normal operation ABS Sum .OiO2" of the unit will not for unsupported panel .279" be impaired.
O PefcInnce; EMD File No. 006463 ARGENT hlUNDY
.amam ..._
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- ec AGO n -- - - - , , - , -- . - ~ , , . . . - . . - . . , , , . . - , - . - . -
.G Stress Identification Total Stress Allowable Orig. SRSS ABS Triangular Plate- 6 #6 940 1315 1352 21600ps1-T= shear stress 586 _ 846 872 12463 psi
, -Quadralateral Plate- G, f 6 2121 2799 2865 21600 psi
- j. E= shear stress 1067 1560 1608 12463 psi Largest Unsupported Panel- 5098 psi- 21600 psi 1
Anchor Bolt Loads- (nozzle & seismic) .
Limit
- for 1,2VYO4A Tension 2283 2334 2339 3390 lbs (nozzle & seismic)
Shear 943 1519 1575 4972 lbs i
O d
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i
Reference:
EMD; File No. 006463 ,
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O B0P-EQUIPMENT LA SALLE NUCLEAR STATIONS O UNITS 1 a 2 11266-10 T-0UENCHER JOB NO:
REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: Coil Cabinets SPEC. NO: J-2582 EQUIPMENT NO: 1,2VYOlA
- 1,2VYO2A 1,2VYO3A 1,2VYO4A j LOCATION: Reactor Bldg. 694'-6" l
EQUIPMENT CLASSIFICATION: [_] ACTIVE O PASSIVE l SEISMIC QUALIFICATION REPORT
REFERENCE:
l h 1. EMD File //006463, dated 12/22/76 Seismic qualification report for Bahnson Company CCL Report //A-94-76 LOAD COMBINATIONS CONSIDERED:
-TQ
- 2. Normal Operating Loads + SSE + COMVY-2+ SRVM Y-TQ+SRV ENVELOP
-TQ
- 3. N mal Operating Loads + SSE+ Chugging + SRVASY-TQ+
ALL-TQ
- 5. Normal Operating Loads + SSE + CO LEVY-1 1 Prepared by: Date: 7-22-80 Reviewed by: . Date: 7 - E.3 - B-CD Approved by: b'ri r?@ /J M Date: 7- 2 3-80 G V/
SARGENTklVNDY L
'a~""~f1"Fi
_ . - _ . . _ . _ - - . _ . ~ _, . . _ . _ . . _ _ . .
REQUALIFICATION
SUMMARY
~N (d
ORIGINAL SEISMIC QUALIFICATION METHOD:
Analysis: @ Static 0 Dynamic 0 Equivalent Static Test: O Sirele Axis Single-Frequency Testing Osiaxial OsiaxialRandomMotionTesting OOther (Explain)
T-Quencher Requalification Method:
A) By Analysis O Ramshead envelops T-Olencher RRS (Curves attached)
O original cualification g-levels greater than new g-levels r
O h1 h2 v Original New New dynamic analysis
@Re-analysistoRequirednewg-levels hl h2 V_
1.6 1.6 1.7 Nozzle loads used are O O PIPSYS DD File NA Other explain OOperatingloadsconsidered yes Ono ONA Explain Procedure. 'g'-levels obtained from T-Quencher response (Q>-
spectra were compared to original & SRV ABS 'g'-
levels and the stresses & deflection were calcu- M W NDY lated, for new 'g'-values. .
l Stresses I
(~S Tmriing I
(.J Iocation Actual Allowable Condition See Attached Sheet Deflection Deflection is small and the normal operation of the nnit will not be impaired.
B) By Testing N/A OTRS envelops RRS (attach curves) fm Required g-levels Test g-levels (attach curves)
(_)
hl h2 V CRequiredLevels
'Ibst g-levels Test duration .
Frequency range Hz.
CCrossCoupling-considered Explain:
Mode Participation Explain:
Functional Verification performed. ,
Explain:
T-Quencher Requalification Review Procedure:
m
)
SARGENT&LUNDY
= = _ _ _
O Location Actual Allowable Beam Tension --- 14540 psi 21,600 psi Transverse Shear - 1502 psi 12,463' psi Torsional Shear - 2599 psi 12,463 psi SRSS of Transverse Torsional Shear - 3002 psi 12,463 psi Triangular Plate Membrane & Bending-1479 psi 21,600 psi Shear - 960 psi 12,463 psi 3Quadrulateral Plate Membrane & Bending-3095 psi 21,600 psi Shear -1775 psi 12,463 psi Anchor Bolt (Nozzle & Seismic)
Loads for 1,2VYo4A Tension 2711 lb 3,390 lb (Nozzle Shear & Seismic)lb 1771 4,972 lb O
t
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a- p T-QUENCHER LOADING COMBINATIONS 1
-ENVELOP RESPONSE SPECTRUM CURVES i- FOR CSCS EQUIP. AREA COOLING CABINETS
( 1VYO1A)
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REACTOR BUILDING-ELEVATION : 694 66" VE'R M AL - M Y3LAU
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. .._ . . . . . _ . . . _ _ . . .. . I
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1 l
. i LA SALLE NUCLEAR STATIONS O UNITS 1 & 2 4266-10 :
JOB NO: l 4267-10 REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS l
EQUIPMENT NAME: Rosemount Temperature SPEC. N0: J-2583 Transmitter 535E EQUIPMENT NO: OT1-vcl05, 106, 145, 146 LOCATION: Reactor Bldg. Elev. 820'6" EQUIPMENT CLASSIFICATION: Q ACTIVE O PASSIVE l SEISMIC QUALIFICATION REPORT
REFERENCE:
O ~
Exo 811e o,5556 Rosemount Report #37625A The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned component is capable of performing its intended safety function under all the applicable loading combinations including the pool dynamic loads.
9 e ,
Prepared: g 7 716fAA-Approved: ()y'/ % ,;,/,g u i
L ,
Date: 2-28-60 O
SARGENThLUNDY
._ . - _ . . - - - --. - ~ . .
l QUALIFICATION
SUMMARY
l l
Seismic Qualification Method:
A resonant search from 5 to 50Hz. was performed in all 3 axes. No resonances were found. The equipment was dwelled at 33 Hz for each axis at 2g's. The equipment was also tested for fragility at 10,15,20 g's in each direction for a period of 3515 sec. The function of the transmitter was monitored throughout the testing. No resonances are expected below 5Hz due to the equipment's physical configuration as j well as mounting.
SRV Requalification Method:
(])
The original qualification of the instruments meets the Absolute Sum requirements of SRVall loads and seismic loads.
The' temperature transmitter is mounted on the SGTS Unit. The SGTS Unit analysis shows the natural frequencies are fx:26.6Hz fy:21Hz, fz:24.6Hz Therefore, the floor response spectra were used for qualification.
i I
I l
() 1 Ref: EMD File No. 015356 lLtRGEAn'k LUNDY l C--- i i
C w eC AGo
Qualification Surmary of Equipnent O
I. Plant Narm: LaSalle County Type:
- 1. Utility: CECO PWR
- 3. A-E S&L OTT-VC105, II. Conpanent Name Rosemounts Temperature Transmitter 106. 145. 146
- 1. bbdel Nunber 535E Quantity: 4
- 2. Vendor Rosemount Inc. Rep. #37625A
- 3. If the cmponent is a cabinet or panel, name and nodel No. of the devices included: -
- 4. Physical Description a, Appearance Instrumentation b, Dimensions See attached sheet 1
- c. Weight Approximately 10 lbs.
- 5. Iocation: Building: Reactor Bldg. l l'
Elevation; Elev. 820'6"
- 6. Field bbunting Conditions [ X] Bolt (No. 4 , Size %" )
Rigidly mounted on [ ] Weld (Iength )
SGTS Unit [ j
- 7. Natural Frequencies in Each Direc+ .n: None between 5-50Hz hl: h2: _
V:
- 8. a. Functional
Description:
SGTS Trmoerature Transmitter
- b. Is the equipmnt required for[ ] Hot Standby [ ] Cold Shutdown IXlBoth
- 9. Pertinent Reference Design Specifications: J-2583 l 0
SARGENThlUNDY
Reference:
DO File No. 015356 , , , , , ,
C H eC AGO
l III. Is E p - ant Available for Inspection in the Plarkt: [x] Yes [ ] No
. O o nts, IV. Eciuipent Qualification Method: Test: x Analysis: -
Canbination of Test and Analysis:
Test and/or Analysis by Rosemount Tnc. Rep. #37625A (name of Ocupany or Laboratory & Report No.)
V. Vibration Input:
- 1. Ioada considered 1.pC] Seismic only 2.[ ] Hydrodynamic only 3.[] Explosive only 4.bc] Other (Specify) snv 5.[ J Ombination of 1 & 4
- 2. Required Response Spectra (attach the graphs):
Absolute Sum curves for Reactor Bldg. Elev. 820'6" l
- 3. Required Acceleration in Each Direction- !
OBE: 0.44 OBE: 0.59 OBE: 1.3 I hl = DBE. 0. 58 h2 = DBE . 0.6 2 V = DB E . 1.3 No natural frequencies for the VI. If Qualification by Test, then Ocrrplete: instrument from 5-50Hz. Requirr accln. Values are for SGTS Unit
- 1. PC) Single Frequency ] M!lti-Frequency frequencies of hl=
[26.6Hz,h=21hzV=24.6fz.
2 T ere is a actor of l
- 2. F] Single Axis [ ] Multi-Axis more than 3 in Horizon- !
tal direction and more than1.5 ]
- 3. Frequency Rarge: 5-50gz in vertical direction which wil '
take care of any cross coupling
I 1No
- 5. q-level 'Ibst at hl = 2 h2 = 2 V= ?
- 6. Laboraton munting:
- 1. b() Bolt (No.4 , Size "
) [ ] Weld (Icngth )[ ]
- 7. Functional operability verified: k)Yes [ ] No [ ] Not Applicable
- 8. Other tests performed (such as fragility test, including results)
No natural frequencies. l Fragility Test & Resonance Toe . Fragility Test up to O failure.
20'g.' No functional _
Reference:
DO File No. n1 s a s A SARGENThLUNDY i
.. = :.
A u
VII. If Qualification by Analysis or by the Conbination of Test and Analysis,the Conplete: NA
- 1. Description of Test including Results:
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Response Spectrum [ ] Time-H'tstory
- 3. bbdel Type: [ ] 3D []2D [ ]ID
[ ] Finite Elemnt{ ] Beam [ ] Closed Fonn Solution
- 4. [ ] Conputer Codes:
Frequency Ranga and No. of nodes considered:
[ ] Hand Calculation 1
- 5. Damping:
- 6. Support Considerations in the model:
- 7. Critical Structural Elenents: Seismic Total Stress Governing A. Identification Location Response Oxbination Stress Stress Allowable <
I 1
l l
l Effect Upon Functional B.- Max. Deflection Incation Operability O
Reference; EMD File No. SARGENThLUNDY 015356 -5_
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l
sg / FIGURE 6 CAllBRATION AND TEST SET-UP DIAGRAM
_ HIGH SC \
\~'
VOLT-CMat LO4 METER g REllsTANCE DECADE <
BCX 781 OR
.e 4033 903 ,
TS 2 TB 3 0.C. ib
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120 V AC
$UPPLY 100 L
"% 1 ; n . 120VAC
%",,,/"' NEUTRAL POLARITY 7
- COPS 8E R r' - THERMOCOUPLE hn O REVE ASING d ?! IRE WIRE (TYPE K) swlTCh _- ._.__. _ _._
THERL OCOUPLE _ 4 WELL Sitt. PED . _
ICE S ATH --~
INPUT 6 EASUnEMENT POtNTS (DEIONZE3 VJ ATER)
- T +C TEMPER ATURE TR.* N WITTCh Ovu 09 500 ? CA*L ASSEH1LY C4CiLLescopE ' 0 ' **
, Til!RfAOCCUPLE CASLE CONSTRUCTION --
coene fe s waow n.s **t g
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y , ,- w - - . ~ ,.
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0 o ==
hf TABLE 3 -
ACCURACY TEST PARAMETERS Input Millivolts /Per Cent of Full : Cale 0% 25% 50% 75% 100%
Model (4 mA) (0 rrA) (12 n:A) (16 mA) (20 mA) 535E01A001 -0.692 0.436 1.564 2.691 3.819 535E02A001 -1.114 -0.227 0.661 1.549 2.436 voltags
~
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' ;. , ' , 2.000 i 0.030 ".CC0 1 0.080 0.C00 - 0.050 8.000 2 0.00 1C.C'.D ; C.'.0 ' )
lo[d (VDC)
Rosemourt 9 1 . . . - . .
QUALIFICATION TEST PROCEDURE for the rn Rosemount 1todel 535E iV Temperature Transmitter G.E. Part h*u.ber 163C1917
! Rosemount Procedure 9751.1
/ Revision h*one s
3.0 ~
SCCPE
- This procedure defines the qualification testing of the 535E Temperature Transmitter. Testing shall be perforned and/or witnessed by Roscuount Quality Assurance. -The responsible Quality Assurance Engineer shall review and sign the Qualification Test Data, Sheets. The completed data sheets, along with all pertinent test information, shall comprise the Qualificarica
- . . t Test Report. ,
2.0 APPLICABLE DOCINENTS The following documents have been employed es references,in'the o '
V preparation of this procedure:' ,
, , , a) G.E. Purchased Part Drawing 163C1917. -
b) G.E. Qualification Specification 225A6634.
- c) _ G.E. Seismic qualification Procedure 225AS766.
d) Rosemount Specific.1 tion Drawinh 5355. .
c)' Rosecount Acccptance Test Proccdure 97511C.
3.0 GENk'.RALTESTPROCEDURE. NOTES .
3.1 Test Conditions .
'- Unicss otherwise specified du the detviled test procedure, all test.s
. shall be conducted under the following ccuditions:
Temperature: 60 to 90'F (Roerc. Icbient)
Relative }Iumidity: 20' to 90*;
q-Pressure: 28 t o 32' inches of !!crcury Input Voltage: -
120 1 15 VAC ,
1
-- - ,_ y _ ,_ _ y _ ,y . - ,
4.2 Test Equippent
/' All neasurements shall be made with the tooling or equipment specified b) -
' in the applicabic test paragraphs; all shall be within their prescribc.i calibration accuracy. Table 1 shows a listing of the equipment. All tooling .
and equip..cnt accuracies are directly traceabic to the National Bureau of Standards through higher level calibrated test standards. In the event that substitution of inspection tooling or test equipment is necessary, the alternate tooling or equipment shall be equivalent or better than that required.
~
3.3 Acceptance Test Status The 535E shall have successfully passed the approved Acceptance Test prior to the start of Qualification Testing. Af.ter each environnental test is completed, the 535E shall successfully pass an Acceptance Test. Each ATP data sheet shall be marked at the top " POST-XXXXXXX" wherc XXXXXXX is the environmental test just completed. The completed ATP data sheets shall be attached to the qualification test data package.
3.4 , Test Records .
A complete accou'nt of the data necessary to establish compliance with the requirements specified on G.E. Drawing '163C1917 shall be contained in i the Data Sheets and supporting appendices. Data Sheets from this procedure and applicable Acceptance Test Procedures shall be used to record test'
~
results. Photographs of all test set-ups are required.
3.5 Failure and netest Criteria .
Test results which exceed the limits imposed by this procedure and the docunents referenced herein shall be called to the attention of the responsibic Rosemount Qaality Assurance Engineer. The data and circumstances surrounding (3~ the discrepancy will be reviewed and procedures for repair and retest v.)
deternined.- A record of such discrepancies and repair and/or retest activity will be included in the Qualification Test Report.
IWT Proccdtre 9'/511 ,
2-
3 .
$0 Q e. :r mt t'n i t lhe test t: nit will be held in storage at Rosemount until the Quali-7 O fictien Te:t ' ra.prt is approved by C.E. Disposition after the report is a
approved shall be at the direction of the C.E. Buyer.. Otherwise the unit shall 1,e } eld for one year at which time its disposition shall be at s
Roser.nunt 's discretion. ,
4.0 M.TA!t.ED TEST REQUIREMENTS .
4.1 Seir.nic' Vibration -
4.1.1 Cencral Discussion The 535E vill be tested using sinusoidal vibration. A resonant search from 5 to 33 !!z at an acceleration of 2 g's or 1 inch double a.mplitude, whichever is less shall be conducted. If no resonant points are found, the search vill continue from 33 to 50 !!: at an acceleration of 2 g's.
Following the resonant search, th'e unit will be vibrated at ecch '
_( ,v) .
resonant frequency between 5 and 33 liz for 35 5 secends at 2 g's or 1 inch double amplitude. If no resonant points exist between 5 and 33 liz, the unit will be vibrated at 2 c,'s for 35 5 seconds at the first resonant
~
frequency after 33 !!:.
. If no resonant points are found at all, the unit .
shall be vibrated at 33 I!z for 35 2 5 seconds at 2 g's. -
The test will be instrumented to neasure input vibratien in the ans
.being excited and the resulting vibration of the test unit in all 3 axes.
This will allow identification of resonant points as well as cross coupling I effects between axes. The operation of the twit will also be monitored during all of the vibration testing. At the completion of the seismic testing ,
the nounting hardware for the 535E uill be exanined and its condition noted g
on the Qualification Test Data Sheets. ~ ~ ~ -'
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1 1
PMf Proc'e dure 97511
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- Items 1, 2, 6, 7 ' znd S.
t o c e ,, . , . . . , 3 trst:
- 1. lu,: the 535E on the vibratien slip plate as shown in Figure 4-1
./
g/4 inch diameter hardened steel cepscreus torqued to 100 inch-u ini:
founds- .
2, connect the test instrumentation as shown in Figure 4-2.
- 3. Adjust the sensitivity on the recorder to allow recording 'of voltage variations of t.100 volts from the center of the strip chart. e
- 4. Energize the unit and center the trace on the strip chart recorder.
4.1,3 Resonant Search - X-kcis
- 1. Progran the vibration test equipment as follows:
5 to 33 IIz
,' Frequency:
- - g Acceleration: 2 g's or 1 inch doubic arap]itude, .
.m .
whichever is less Sweep Rate: 1 octave per minute, maxinun Photograph ~ the installation en the slip tabic (shaker).
2.
- 3. Energi:e the test unit. ,
- 4. Start the vibration at 5 !!: and sweep to 33 II:. ,
- 5. During the resonant scarch sucep, note and record all resonant paints
.! ark all' recordings to with.a "Q" greater than 2 on the data sheet. '
show frequency. .
IL: These resonant points may be acasured visua!!y, curally.
and with the aid of strobe lights, accelereneter,
' clectrical outputs and other apprc.priate detection means, depending upon the nature of 6e test uni t v . . response, which will be ascertained at the tir.:e of the ,
,vibra tio.n test.
' ./
FT' Nrc cedure ' 97511.
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. 1 U LA'SALLE NUCLEAR STATIONS O BOP EQUIPi1ENT i
-- i UNITS 1 & 2 y ,
7 11266-10 i T-0UENCHER JOB NO: ,
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l REQUALIFICATION CERTIFICATION .
I '
FOR ;
E0'UIPMENT AFFECTED BY POOL DYNAMIC LOADS, l
Rosemont Temperature 4 4
]
j EQUIPMENT NAME: Transmitter 535E SPEC. NO: J-2583 I
EQUIPMENT NO: oTT-VC 10B, 106, 145, 146 -]
l
! LOCATION: .On SGTS. unit in ReacJor Building EL. 820'6" 1
f* .
EQUIPMENT CLASSIFICATION: h] ACTIVE O PASSIVE '{
- p. .
d l . SEISMIC-QUALIFICATION REPORT
REFERENCE:
)
i
- 1. EMD File 015356 - Rosemont Report #01536
- 2. Ramshead evaluation I ~3. ;
L LOAD COMBINATIONS CONSIDERED: .
- 1. Normal Operating Loads + OBE + SRVASY-TQ + ALL-TQ j q 2. Normal Operating Indds + SSE + COLEVY-2+ RVASY-TQ+ ALL-TQ OP; l 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ+ ALL-TQ '
i 4. Normal Operating Loads + SSE + AP
- 5. Normal Operating Loads + SSE + COLEVY-1 !
Prepared by: % r, ca,h otaa Date: 7. p 7 _ M fReviewedby: & /[ Date: __ 7 - 2.3 c)
Approved by: Y -
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Date: 7 # .3 - 8 C) 9- -
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.Q/. - REQUALIFICATION
SUMMARY
ORIGINAL SEISMIC QUALIFICATION METHOD:
- Analysis: O Static Dynamic Equivalent Static Test: Sirgle Axis Single-Frequency Testing OBiaxiai ,
Biaxial aandom Motion Testing OOther (Explain)
T-Ouencher Requalification Method:
A)- By Analysis J
/A-
.O aamsheaa envelops T-ouencher aaS (curves attachea)
~ O Original cualification 9-levels greater than new g-levels o)
(
hi h2 V Original New
.ONewdynamicanalysis One-analysistoaequireanewg-levels hl h2 V ONozzleloadsusedare O O PIPSYS DO File NA Other explain Ooperatingloadsconsiderea yes Ono ONA
- .: Explain Procedure.
SARGENT&LUNDY
Stresses f)
\ -
Ioading Iocation . g__ . Actual Allcwable Condition Deflection i
B) By Testing '
TRS envelop's RRS (attach curves)
Required g-levels < Test g-levels (attach curves) hl h2 V.
CRequiredLevels
@ Test g-levels - 20 20 20
@ Test duration 35 -secs . in each axis at each test at 2g, Sg, 10g, 9' 9*
Frequency range Hz. 5-50
@CrossCoupling-considered 1
. Explain: No natural, frequencies found during resonance search.
x Mode Participation
~
Explain: No natural frequencies found during resonance search.
x Functioml Verification performed.
Explain:
T-Quencher Requalification Resriew Procedure:
.O~
x_
SARGEUT&LUf]DY
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k i 'T-QUENCHER LOADING COMBINATIONS l . ENVELOP RESPONSE SPECTRUM CURVES l
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IllMCTOR HUlLDl!!C-ULUVATION : 820'-6" n 15 Damping F- / Hor.U.0"TAL - N S 9 i Ahn Som of .Olm f HOV, il 6- B-NN + PAVi of CRV g SU'I D ~II3 bNv 7' ,
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A LA SALLE NUCLEAR STATIONS j 9 UNITS 1 & 2 l
l 4266-10 !
JOB NO: '
. 4267-10 l REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: CSCS Equip. Area RHR Pump 1 A SPEC. NO: J-2585 Cub. Cool. Fan EQUIPMENT NO: 1,2VYO1C LOCATION: Reactor Bldg. E1: 694'6" EQUIPMENT CLASSIFICATION: @, ACTIVE E] PASSIVE SEISMIC QUALIFICATION REPORT REFERENCE
- Joy Mfg. Co. Report S1 & S35 EMD File 006334 Additional Calculation by EMD The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned component is capable of performing its intended safety function under all the applicable loading combinations including the pool
![ dynamic loads.
l1 )i _
Prepared: -'i </I [) h_h V gi Approved: . 5 / f, r , a e/%
i <
Date: 2- 2 9_1 U O
SARGENThlUNDY l:
1"*":"
O QUALIFICATION
SUMMARY
Seismic Qualification Method:
Static Analysis after showing that the lowest natural frequency is greater than 60 Hz. A 10 'g' value is used in the analysis. Required 'g' values are for Reactor Building elevation 694'-6" which are far below 10 'g'. Stresses in the motor shaft which is also shaf t for fan rotor and in the anchor bolts are calculated which are compared to the material allowables. In addition to this B10 life for bearings for op,erating and Seismic conditions is calculated and compared to the allowable life in hours.
SRV Requalification Method:
O -
Requalification done using the new aboslute sum curves.
(using the peak 'g' values from the curve.
l h
I O i Ref: EMD File No. On6336 IMGEi'JT 4: LR"_'DY l
> mu.i. : .#no m ;
-.,.-_--- m----- m_gyg m , y $$gg)
)
1 i
l Qualification Summry of Equignent G
I. Plant Name; IaSalle County Type:
- 2. NSSS:
- 1. bbdel Nunber 32-21-1770 Quantity: 2 20 HP 256T Motor
- 2. Vendor .Tny Mf p rn -
- 3. If the cmponent is a cabinet or panel, nane and nodel No. of the devices included; y
- 4. Physical Description a. Appearance Direct Drive_
~HUI'lZOHLiil'1* tin
- b. Dinensions 18000 CFM 30.5" x 20" x 32.5" (app.) !
l
- c. Weight 763 lbs. including motor
- 5. Iocation: Building: Reactor Bldg.
Elevation; 694'6" l
- 6. Field bbunting Conditions [x 1 Bolt (No. 6 , Size _{" )
{ ] Weld (Iangth )
{ l
- 7. Natural Frequencies in Each Direction: Lowest NF: 61. 9Hz hl: h2: V:
- 8. a. Functional
Description:
CSCS Equip. Area Cooling
- b. Is the equipment required for[ ] Hot Standby [ ](bld shutdo',m
[X]Both 4. POST LOC A Pertinent Reference Design Specifications: J-2585 9.
0 SARGENT s LUNDY Peference: D D File No. 006334 l l ,_,
c . .c a c.o j l
l
i 1
l Ill. Is Equipment Available for Inspection in the Plant: k] Yes [ ] No i Comnents:
IV. Equignent Qualification bbthod: Test:
Analysis: X Combination of Test and Analysis:
'Ibst and/or Analysis by Joy Mfg. Co. S1 & S35 (Recort no.) l (nama of Conpany or Laboratory & Report No.)
+ EMD additional analysis V. Vibration Input:
- 1. Ioads considered 1.[X] Seismic only 2.[ ] Hydrodynamic only 3.[] Explosive 3 i Operating only )
4.[x] Other (Specify) SRV 5.[ ] Conbination of 1&4 I I
- 2. Required Response Spectra (attach the graphs):
Absolute Sum Curves (Seismic +SRVall) for Reactor Bldg. El. .
oW'6" l 3-
" 9"i"0N M F"'I " i"
- NNtN"* OBE :1.15 '
( h1 = SSE:0.44 h2 =SSE:0.45 V= SSE:1.0 VI. If Qualification by Test, then Conplete-g l
- 1. [ ] Single Frequency [ ] Multi-Frequency
- 2. [ ] Single Axis [ ] Multi-Axis j 1
- 3. Frequency Range:
l I ] No j
- 5. g-level 'Ibst at h1 = h2 = V= 4 1
- 6. Laboratory Fbunting: f i
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Inngth )[ 1 j
- 7. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable <
l l
- 8. Other tests perfonned (such as fragility test, including results) ,
i l
Reference:
DO File No. 006334 SARGENT LUNDY IH
???T.'"'."7 l nwsummmmmmw. - - m - zruzemenmm# - 3c.m -r:-2
?
i
- O VII. If Qualification by Analysis or by the Conbination of Test and Analysis,thc ,
RJ Cortplete:
- 1. Inscription af Test including Results: NA
- 2. Method of Analysis:
[x ] Static Analysis [ ) Equivalent Static Analysis [ ] Dynamic
^"
1 ] Response Spectrum [ ] Time-History
- 3. tbdel Type: [X] 3D [].2D [ ]lD
[ ] Finite Elenent[XjBeam [ ] Closed Form Solution,
- 4. [ ] Conputer cbdes: n.a.
Frequency Range and No. of nodes considered: 0-61.9Hz. 2 modoc,
[ x] Hand Calculations 1% OBE, 2% DBE
- 5. Damping:
- 6. Support Considerations in the model: Fixed at the base
- 7. Critical Structural Elenunts: doverning Seismic Total Stress A. Identification Incation Response Conbination Stress Stress Allowable r As attached Effect Upon Functional B. 'Fhx. Deflection location Operability As attached Acceleration Values Used in Analysis h1 =3.0 h2=3.3 V=8.4 c
\
Reference; DD File No. 006334 SARGEUT' LUNDY l,i-
- ENmNEWE,u j x=remmmamewmn-z.ze c,m .w nw .a
4 APPENDIX D 3 3 JOY . MANUFACTURING CO. PAGE REPORT NO. %-
Ov NEW PHILADELPHIA, OHIO PREPARED SY CHECKED SY DATE Revised 9-20 ~15 ALL CA'LCULATIONS DONE IN ACCORDANCE WITH REPORT S-1.
- 1. Rotor 1st Natural Frequency FZ 61.9
. Support Allowable LoadO) ,
Lp.
- 3. Deflection Fan Rotor .dll3 in.
Min. Rotor Radial Clearance .04 in.
- 4. Deflection - Motor Rotor .000761 in (d' Min. Air Gap .0194 ir. .
hrs.
Allowable 40000 hrs.
B. Seismic B-10 Life, Fig. 2A 6626 hrs. 10 6 hrs.
Fig. 2B 17170 hrs. 100 hrs.
Allowabic 100 hrs.
1 O I v l1 t,
e
Joy MANUFACTURING CO.
PAGE 3 OF REPORT NO < NEW PHILADELPHIA, OHIO .
PREPARED BY ?! E SIiller
' CHECKED BY R.L. Susey DATE August 31, 1976
- 1. Rotor 1st Natural Frequency 61.9 HZ
(.
For SAE Grade 1 : Allowabic 33 onn PSI
,, or Better Bolts
- 3. Deflection - Fan Rotor .0034 in.
. Min. Rotor Radial Clearance .050 in.
- 4. Deflection - Motor Rotor . .00041 in.
Min.' Air Gap .023 in.
S. ,
Combined Shaft Stress ,
4742' PSI Allowable Stress for C1040 Mat'1. Tension 45,00'0 PSI Shear 27,000' PSI
- 6. Bearing Life Bearing A Bearing B A. Operating B-10 Life, Fig. 2 351,000 h rs .
. - Fig. 2 Beyond 106 hYs. i
' ' Allowable 40,000 hrs.
. B. Seismic B-10 Life, Fig. 2A 6626 hrs.
Fig. W 17,170 n rs . i Beyond 100_ Ms .
Fi g'. 2A Fig. 2B 1$cyond 101 hrs.
. . Allowable 100 hrs.
THE EQUATIONS ON WillCll Ti!E A110VII CALCllLATIONS ARE MADE ARE IIASED IN ACCORDANCE WITil RI: PORT S-1. , l A
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FlouRE 35 REPOR T # 935 L, : 15.956 il er i
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m O B0P EQUIPl1ENT LA SALLE NUCLEAR STATIONS gi '
UNITS 1 & 2 11266-10 T-00ENCHER JOB NO: ,
REQUALIFICATION CERTIFICATION .
FOR EQ'UIPMENT AFFECTED BY POOL DYNAMIC LOADS CSCS Equipment Area RHR Pump EQUIPMENT NAME: Cub. Cool. Fan SPEC. NO: J-2585 EQUIPMENT NO: 1, 2 VYol'c LOCATION: Reactor Building: Fl.
j 694'6" EQUIPMENT CLASSIFICATION: @ ACTIVE O PASSIVE
. SEISMIC QUALIFICATION REPORT
REFERENCE:
! 1. EMD File #006334 Joy Manufacturing Co. report S1 & S35
- 2. Additional Calculation by EMD
~3.
b LOAD COMBINATIONS CONSIDERED:
f 1. Normal Operating Loads + OBE + SRVASY-TQ + ALL-TQ j 2. Normal Operating Indds + SSE + CO -2+ SRVgy_ +SRV -TQ ENVELOP
- 3. Normal Operating Loads + SSE+ Chugging + SRV SY-M+SRV _
ENVELOP
- 5. Normal Operating Loads + SSE + COLgyy_1 Prepared by: .T - Date: G- '4 so Reviewed by: 47 [ Date: 7 - 2 S ~8'o '
Date: 7_ p a,._ R o Approved by: if(/ nr7 M2 /2,cota L
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REQUALIFICATION
SUMMARY
en
,f ORIGINAL SEISMIC QUALIFICATION METHOD:
Analysis: @ Static Coefficient Analysis O Dynamic Equivalent Static OTest: Single Axis Single-Frequency Testing OBiaxial '
O'BiaxialRanaamMotionTesting OOther (Explain)
T-Quencher Requalification Method:
A) By Analysis O Ramshead envelops T-Quencher RRS (Curves' attached)
@ Original Qualification g-levels greater than new g-levels O'
G V hl h2 Original 2.82g 2.82q 5.0g New 1.9g .l.9g 2.6g ONewdynamicanalysis ore-analysistoaeqdreanewg-levels hl h2 V -
Nozzle loads used are O 9 PIPSYS EMD File NA Other explain Coperatingloadsconsidered Oyes Ono ONA Explain Procedure. ,
See attached pages gygggggg suomnums .
Stresses j t
n.' Ioading V Iocation. ' Actual Allowable- Condition As attached Deflection
- As attached B) By Testing NA OTRS envelops RRS (attach curves)
Onequired 9-levels Test g-levels (attach curves)
(m) :
hl h2 V_
Onequired Iovels .
OTest g-levels
. Test duration - .
Frequency range Hz.
CCrossCoupling-considered
- Explain:
Mode Participation Explain:
Drunctional verification perronned.
Explain:
T-Qumcher Requalification Review Procedure:
c, SARGEDT&LUCDY
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i T-QUENCHER' LOADING COMBINATIONS-
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REACTOR - 11UILDING-ELEVATION : 694'6" 2% Damping Horizontal Slab NS-EW Envelop of a) SSE + CO LEVY-1
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- c. t LA SALLE NUCLEAR STATIONS
( >
UNITS 1 & 2 4266-10 JOB NO:
4267-10 REQUALIFICATICN CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 4" Air Operated Control ValveSPEC. NO: J-2937 EQUIPMENT NO: 1,2E12-F065A,B LOCATION: Reactor Building Elevation 696' EQUIPMENT CLASSIFICATION: [y] ACTIVE O PASSIVE SEISMIC QUALIFICATION REPORT
REFERENCE:
EMD File No. 013979,015156 :
( ) WKM Part No. 250332 , SWRI Report No. 02-5099-001 dated 5-12-78 ;
WKM Report No. SK 268896 Rev. N672 dated 6-15-78 The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned j component is capable of performing its intended safety function )
under all the applicable loading combinations including the pool dynamic loads.
r Prepared: h
~t y -
l Approved:
{ GwS, .,, g-o<
1 Date: 1- 2 g -PQ 1
SARGENT hlUNDY
==d
1B G
V QUALIFICATION
SUMMARY
I Seismic Qualification Method :
A resonant frequency search over the range of 1-100 Hz l identified the valve natural frequencies. Seismic l qualification was performed by inputting random biaxial excitation at the OBE level five times and at the SSE level !
one time. The valve was rotated 90 and the test was repeated.
The functionality of the valve was monitored before , i during and after the test runs. Test levels exceeded l accelerations required for qualification.
SRV Requalification Method:
The acceleration levels tested are sufficient for SRV Requalification.
l l
O 013979 Ref: EMD File No.015156 SARG130P LUNDY l
,z-__
C -* *C AG O
.. . - _ _ _ - . - . . . _ - . - - . - . . . - . - . . - . -l
\~avmm meante:~:?;rrr..xs:cyr;a=ivem.*twrz z 7:c.cman;uma~nr: ym Qualifichtion Su: mary of Equiamnt l 4,
d .
( I I. Plant' Nan; LaSalle - Co. 1&2 Type: ;
) 1. Utility;' CECO PWR f r
- 2. NSSS: G.E. Dwa- X
- 3. A-E; S&L 3 a
I 4" Air Operated Control Valve 1,2E12-F065A.B II. Component Nane a
- 1. Model Nunber3C 70-28-2 Quantity: 4 !
4 3 '
4 i
- 2. Vendor . W-K-M Valve Div. of ACF Industries d'
j 3. If the component is a cabinet or panel, natm and nodel No. of '
j the devices included; N.A.
D
$ 4. Physical Description as Appearance ---
1 h '
1 b. Dinensions 14"L x 58H F I h c. Weight 380 lbs.
., 5. Incation: Building: Reaetny- En il a i mr .
i l i Elevation; 696' d
I 6. ] Bolt (No. , Size )
Field Mounting Conditions .[X [ ] Weld (Length ) l )
I
[ ]
- 7. Natural Frequencies in Each Direction:
hl: 17 .As u h2: 11 , 91 H2 V: 65. 67.73.91 Hz
- 8. a. Functional
Description:
Steam condensing return to RCIC
- b. Is the equiptrent required for[X] Hot Standby [ ] Cold ShutdowT1
[ ]Both
- 9. Pertinent Reference Design Specifications:
S & L Specification J-2937 l l 1
013979
. -- l SARGENT k1. UNDY E
Reference:
EMD File No.015156 .n u m m e r.n s Jp c ~ .c a c.c .
l
- - muir =t f) g,i 4
Ill. Is Equipment Available for Inspection in the Plant: g) Yes [ ] No Commnts: _._
IV. Equipmnt Qualification Method: Test:
Analysis:
Combination of Test and Analysis: y
'Ibst and/or Analysis by Southwest Research Tnstituto (name of Company or Laboratory & Report No.)
SWRI Report No, 02-5099-001 l V. Vibration Input:
- 1. Icads considered 1.[X] Seismic only 2.[X] Hydrodynamic only 3.[] Explosive only 4.[ ] Other (Specify) 5.[>G (bnbination of f,2
- 2. Required Response Spectra (attach the graphs): N.A.
Required accln. Values are taken from piping analysis.
see attached "accln. & nozzle loads from oininc7 analysis".
- 3. Required Acceleration in Each Direction: SSE Required / Oualified hl = 2.79/5.5 h2 = 0.86/5.5 V= 0.34/5.5 VI. If Qualification by Test, then Cmplete:
- 1. [ ] Single Frequency [X] Multi-Frequency Biaxial
- 2. ['] Single Axis [ ] Multi-Axis
- 3. Frequency Rarge: 1-100 Hz
K] No
- 5. g-level Test at hl = 5.5 h2 = 5. 5 V = 5. 5 i
- 6. Iaboratory Mounting: l
- 1. [X] Bolt (No. , Size ) [ ] Weld (Iangth )[ ]
- 7. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 8. Other tests perfonmd (such as fragility test, including results) h i direction - 17,88 Hz.
Resonant Frequency Search 1-100 Hz h 7 direction-ll,91 Hz.
V direction-65,67,73,91 Hz.
013979
Reference:
EMD File No. 015156 SARGENT 5 LUNDY IENQlNEERS C *
- ic A G O
l VII. If CJalification by Analysis or by the Conbination of Test and Analysis,thc Corplete: ,
- 1. Description of Test including Results: spa nrovions nago
- 2. Method of Analysis:
I Xl Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Response Spectrum [ ]Tinn-History
- 3. Model Type: R ] 3D [ ] 2D [ ]1D
[ ] Finite Element [ .] Beam [ ] Closed Fonn Solution
- 4. [ ] Conputer Codes: N.A.
Frequency Range and No. of nodes considered: Patre 3.4
[ X ] Hand Calculations
- 5. Damping:JQ __ , __
- 6. Support considerations in the model: Assumed rigicL__ _ . _ .
- 7. Critical Structural Elements: Governing Seismic Total Stress l
, A. Identification location Response Conbination Stress Stress Allowable Valve nozzle stress analysis is not required because ;
the valve section modulus, area and allowable stress !
are greater than those of the attached piping.
Effect Upon Functional B. Max. Deflection Iocation Operability
.00422 Valve plurr & guide None O
013979 Reference; EMD File No. 015156 SARGENT' LUNDY
' ENGINEERS -
< ~ + i c A c, o
_ _ . . . _ _ _ _ _ _ . . _ _ , . , _ _ _ _ _ _ , - - . . _ _ _ _ , _ , , _ _ _ _ . . ,_y__,,,....
< E O O J MAXIMUM CONDITION: UPSET -32 -231 277 265 396 33 m
1 -195 445 549 609 103 J Weight 2 -36 11 101 -23 N
-54 Thermal 94 N
200 -10 83 -19 -60 Anchor Displacement: UPSET 4 3 o 8 8 30 1 7 EMERGENCY liyPaulic Transient: UPSET EMERGENCY SEISMIC OBE 38 45 85 324 230 63 SSE 71 84 159 608 431 118 SRV 22 37 26 117 81 SRV 53 SRV 8 Anchor 11isplacemen t 3 _
2 6 5 21 0 4h w
S
=
MAXIMUM CONDITION: UPSET T r, n 249 120 633 299 3 EMERGENCY 193 288 194 917 500 58 VALVE ORIENTATION: IIorizontal/ Vertical / Skewed Accelerations: / LOCAL RELATIONSIIIP BETWEEN TIIE GLOBAL AUD Noezle Loads : / LOCAL LOCAL COORDINATE SYSTEMS.
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ACCELERATION & N0ZZLE LOADS FtwM PIPING SYSTEM FOR COMPONENTS COMPONENT NAf1E: 4" Control Valve Air Operated COMPONENT NO. : lE12-F065A PROJECT NAME: LaSalle LOCATION : Reactor Building Elev. 696' PROJECT NO. : 4266/4267-00 SUBSYSTEM NO. : RII-47 PREPARED BY : D. Smalley DATE: 8/7/79 EMD FILE NO. : 015156 REVIEWED BY : DATE:
SPEC. NO. : J-2937 NODE A # NODE B # NODE C #
LOAD CASE h h2 3 V h 3 h2 V h3 h2 V OBE
.901 .37 .175 1.210 .37 175 SSE 1_69 .69 _33 2.27 .69 .33 z SRV O .401 .165 .008 _ sin _179 _non p SRV
$ SRV u
e MAXIMUf1 CONDITION: UPSET 1.30 .54 .18 1.73 0.5 .L EMERGENCY 7.og _ ps; _34 7_79 .97 .14 FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE 7a y
'b pc g gb y a c Weight -2 -98 -11 -101 34 22 Thermal -94 -200 10 -83 9 -139 Anchor Displacement: UPSET 4 3 8 8 38 2 EMERGENCY Transients: UPSET EMERGENCY Seismic: OBE 39 41 192 324 243 80 SSE 73 77 360 608 456 150 SRV 22 24 78 117 72 68 SRV SRV
'g Anchor Displacement 3 2 6 _5 27 2 m
Q j
~
El B0P EQUIPMENT
- LA SALLE NUCLEAR STATIONS
(')f UNITS 1 8 2 4266-10 T-0UENOlER JOB NO:
0 REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 4" Control Valve AO SPEC. NO: J-2937 I
EQUIPMENT NO: 1, 2 E12-F065A, B j 1
LOCATION: Reactor Building 1
EQUIPMENT CLASSIFICATION: [x] ACTIVE O PASSIVE SEISMIC QUALIFICATION REPORT
REFERENCE:
O 1. SWRI Report #02-5099-11 dated 5-12-78 1
,2. WKM Report #SK 268869 dated 6-15-80
- 3. EMD .11e #013979, 015156 LOAD COMBINATIONS CONSIDERED:
- 1. Normal Operating Loads + OBE + SRVASY-TQ + ALL-TQ
- 2. Normal Operating Ioads + SSE + COLEVY-2+ SRVM Y-TQ+S RVM -TQ ENVELOP
- 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ+ ALL-TQ J
- 5. Normal Operating Loads + SSE + CO LEVY-1 Prepared by: 8'M Date: 7 ~ z z~ ~ #
Reviewed by: . . Date: 743 '8~ ta Approved by: haAhm Date: 7- 2 3 --fsV (f / /~
1 0 -
l SARGENTk LUNDY
~
'i""y:L"'_
t-REQUALIFICATION
SUMMARY
V ORIGINAL SEISMIC QUALIFICATION METHOD:
@ Analysis: @ Static For Nozzle loads O oynamic 0 Equivalent Static OTest: Single Axis Single-Frequency Testirs Biaxial Biaxial Randam Motion 'Ibsting for Valve Qualification Gother (Explain)
T-Ouencher Requalification Method:
A) By Analysis for Nozzle loads O Ramshead envelops T-Quencher RRS (Curves attached)
O original cualification 9-levels greater than new g-levels V
- hi h2 Original New
~ New dynamic analysis ore-analysistoRequireanewg-levels hl h2 V 3Nozzleloadsusedare X
PIPSYS DO File NA 013979, 015156 Other explain-b ating loads considered @yes Ono ONA Interna 1 Explain Procedure. Pressure p]
w SARGENT&LUNDY
Stresses Loading
' ('SJ .
Iocation Actual Allowable Condition Crotch Region of Valve- 24240 28875 Deflection Not applicable as Valve was tested.
B) By Testing 0 ins envelops RRS (attach curves)
Required g-levels < Test g-levels (attach curves) hl h2 V.
3RequircdLevels 2.79 .86 .34 Test g-levels 5.5 5.5 5.5
@ Test duration 5 OBE + 1 SSE of 30 seconds.each
@FrequencyrangeHz. 1-100 H g ISCrossCoupling-considered Explain: Biaxial Test
@ModeParticipation Explain: Random Motion Functional Verification performed.
Explain: Valve was operated during and after the test.
T-Quencher Requalification Review Procedure:
-3
^ %
SARGBIT&LUNDY l ___
l
. l LA SALLE NUCLEAR STATIONS 4
UNITS 1 & 2 I
4266-10 1 JOB NO:
4267-10 l i
REQUALIFICATION CERTIFICATION ;
FOR i EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 24" Motor Operated Gate ValveSPEC. NO: J-2938 l l
EQUIPMENT NO: 1,2E21-F001 LOCATION: Reactor Building Elevation 681' I i
EQUIPMENT CLASSIFICATION: [}QACTIVE [] PASSIVE SEISMIC QUALIFICATION REFORT
REFERENCE:
File No. EMD-001500 :
{
Anchor / Darling Valve Co. Report dated 5-5-75 l The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned component is capable of performing its intended safety function i 1
under all the applicable loading combinations including the pool dynamic loads. l Prepared: /! '
V w
V 1 Approved: lg b / w n e w 7 w u e I C' i 1 Date: 3- 2 f; SYD l
- j l
4 i
SARGENTiLUNDY !
! 1"h":L"l0 l
O QUALIFICATION
SUMMARY
Seismic Qualification Method:
Natural frequency analysis determined that there were no resonant frequencies below 33 Hz, therefore static analysis was performed. The resultant horizontal acceleration was assumed to act in the worst direction.
The critical stresses calculated are below the allowable c' cresses.
SRV Requalification Method:
The seismic +SRV acceleration values required for qualification are less than the acceleration levels qualified in the original analysis, therefore the valves are requalified.
()
Ref: NMD File No. 001500 SARGENThlUNDY l ,
b M'C AGO
r" Timens."WrmsF=-a-~-'er*rJcrJ* 311LE::Ir.sm .wmaint,r.emn:m;ms.3:7 Qualifidation Stmnnry of Pquipment
( I -
I. Plant Nane; LaSalle Co. 1 & 2 Type:
- 1. Utility; CECO Phn i X G.E. Bhn 4
- 2. NSSS; I S&L )
- 3. A-E;
/
l II. Conponent Nann 24" Motor Operated Gate Valve 1,2E21-F001 Quantity: 2 e
- 1. hbdel Ntmber S.O. No. E5875-24 r
- 2. , Vendor Anchor / Darling Valve Co.
- 3. If the component is a cabinet or panel, nanc and nodel No. of I the devices included: N.A.
I 4. Physical Description a. Appearance Valve 1
l b. Dimensions 32" long,122" max height, 26" wide i
- c. Weight 2846 lbs.
l ) Iccation: Building: Reactor' Building 5.
s l Elevation; 681 '
, Size
- 6. Field bbunting Conditions .[ X] Bolt (No. )
[ ] Weld (Inngth )
[ }
- 7. Natural Frequencies in Each Direction: Operator Yoke hl: 142 Hz _
h2: V: )
l
- 8. . a. Functional
Description:
LPCS Suction line !
Supression Pool Isolation Valve I
~
l
- b. Is the equipent required for[ }Ibt Standby [ ] Cold l Shutdown j
[X}Both
- 9. Pertinent Reference Design Specifications-I S & L Specification J-2938 ,
4 V SARGENT k LUNDY seference no File re. 001500 IENGINER Abw l
3 C + + e C A ~. - > II
Ill. Is Equipment Available for Inspection in the Plant: g ] Yes []tb ComTents: _.
IV. Equignent Qualification bbthod: 'Ibst:
Analysis: X Combination of Test and Analysis:
'Ibst and/or Analysis by Anchor /Darline Valve Co.
(na c of Company or Laboratory & Report Ib.)
~
Report dated 5/5/75 Rev. 2 V. Vibration Input:
- 1. Loads considered 1.[ ] Seismic only 2.[ ] Hydrodynamic only 3.[] Explosive only 4.[ ] Other (Specify) 5.}( ) Corrbination of 1.2
- 2. Required Response Spectra (attach the graphs): N.A.
Required accln. values are taken from piping enalysis - see attached "accln. & nozzle loads from piping analysis" 4
- 3. Required Acceleration in Each Direction: SSE Required / Qualified hl = 5.46.4 / h2 = 2.8/ 6. 4 V= 5.45/6.0 VI. If Qualification by Test, then Ccruplete: N.A.
- 1. [ ] Single Frequency [ ] Multi-Frequency
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. Frequency Rarge:
1
[ ] No
- 5. g-level Test at h1 = h2 = V=
- 6. Laboratory bbunting:
I
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Length )[ ]
- 7. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 8. Other tests perfonned (such as fragility test, including results)
! k
Reference:
EMD File No. 001500 SARGENT i LUNDY IENGINEERS .
c6 *>C A G C
O m. 1r ammceuon = -1veis or w me co.ineuon of Tese and m1veis.*
Cortplete:
- 1. Description of Test including Results: N.A.
- 2. m thod of Analysis:
[X ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Response Spectrun [ ] Time-liistory
- 3. mdel Type: [M 3D [ ] 2D [ ]1D
[ ] Finite Elemnt[ ] Beam [ ] Closed Form Solution
- 4. [ ] Cbnputer Codes: N.A.
Frequency Range and No. of Itodes considered: 0- 142 liz, 1 mode
[X ] Iland Calculations
- 5. Damping: J
- 6. Support Considerations in the nulel: Assumed rigid O 7. Critical Structural Elemnts:
Governing Seismic Total Stress A. Identification Iocation Response Conbination Stress Stress Allowable psi ksi Operator Yoke Leg Bolts, tension SSE+SRV 9747 42.5 I Operator Yoke, bending SSE+SRV 21215 26.25 Hub, longitudinal Operating Conditions 22947 26.25 Flange, radial 9527 17.5 Flange, tangential 5671 17.5 Nozzle, membrane + bending SSE+SRV Piping Loads 4153 17.5 Effcct Upon Functional B. Max. Deflection Incation Operability Deflections are considered insignificant n
Lj Reference; DD File No.001500 _5_ SARGENT n LUNDY
?? T *."l-
q g _ __ . _.
o ~
_.J MAXIMUM CONDITION: UPSET 11769 14742 12076 _28273 33953.[. 24457 EMERGENCY '
15660 20786 15016 32217 19769..___ . 27866 Ueight
-81 -3018 -109 -3880 -232 _____. 928 N Thermal 144 928 59 -21 383 _ r._ , - 2 7 9 2 N
Anchor Displacement: UPSET '
o EMERGENCY
!Iydraulic Transient: UPSET EMERGENCY SEISMIC OBE 3348 6608 2579 5328 1051_ ____ , 6823 SSE 6278 12390 4836 9990 1971_
12793._.
SRV 5315 5944 6098 12608 SRV 2996 .10567 SR 0 TilERML 2 544 12862 1621 6834 -4589 _ . 25294 _
w w
Q O - . -
a MAXIMUM CO.NDITION: UPSET 9126 22396 10189 20890 4198 43612 EMERGENCY 12056 28184 12446 25552 5118 49582 VALVE ORIE"iATION: IIorizontal/Ver tical/ Skewed RELATIONSHIP BETWEEN TIIE GLO? .
Accelerations: Global /bOCAb Nozzle Loads : Global /LOCTL LOCAL COORDINATE SYS7TJ:
3 J Ch , ,a ,
"B b aKc y [~ g., f
=X
=
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e- _--___ _ - - - - - - _ - _ - - - - -
SPOOLS REMOVED - GLOBALS ACCELERATION & N0ZZLE LOADS FROM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: 24" GATE - M.O. VALVE 150#
' COMPONENT NO. : lE21-F001 PROJECT NAME: LA SALLE LOCATION : REACTOR BLDG. - EL. 681.17" PROJECT NO. : 4266 SUBSYSTEM NO. : RH-C7 PREPARED BY : D. Smalley DAT6: 8/7/79 EMD FILE NO. : 001500 REVIEWED BY : DA'? J -
SPEC. NO. : J-2938-01 NODE A #105A NODE B # NODE C all0A F LOAD CASE h 3 h2 V h 3 h2 y h 3 h:
~
OBE .440 .617 .361 3
4-1.305 . 0 63 ._ .. . _ ..905 l SSE .825 1.157 .677 2.447
.12._6_.._ !1. 6 9 7_
j n- SRV .828 1.678 1.102 2.951 g . 211_ .,3 . 7 51.- .
t p SRV g
. . . . _ , . . . ~ . -
t
.J
' W ._ - _. . . . _ .
U
_ ._ 1- -
MAXIMUM CONDITION: UPSET 1.268 2.295 1.463 4.256 .278._;4.656; ABSOLUTE SUM: EMERGENCY 1.653 2.835 1.779 5.398 .337 5.448 FORCES IN POUNDS MOMENTS IN FT-PUCnf LOAD CASE T~~ ~~
Fa Fb Fe Ma Mb i, _
Weight- i 81 2091 109 -557 181 ! 3608 Thermal -144 -928 -59 1506- -539 -
1609 Anchor Displacement: UPSET
(, ,,
EMERGENCY.
I , __ _,_
Transients: UPSET 3 . . . .- .~
EMERGENCY '
Seismic: OBE 4447 6907 3360 4527 4932 j. _3896 ,_,_.,
SSE 8338 12951 6300 8488 9248 7305-SRV 7385 6672 8666 13403 22284 I_13,291/
SRv
\n r O THERML 2 -541 -12863 -1618 10903
,- 6556 .
3743 -
O B0P EQUIPMENT LASALLENUCLEARSTATIO{
V, i i
-UNITS 1 & 2 )
U 4266-10 T-00ENCHER JOB NO: ,
REQUALIFICATION CERTIFICATION FOR EQ'UIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 24" MO GATE VA SPEC. NO: J-2938 EQUIPMENT NO: lE21-F00l*& lE21-F001 LOCATION: Reactor Building -
EQUIPMENT CLASSIFICATION: @ ACTIVE O PASSIVE
. SEISMIC QUALIFICATION REPORT
REFERENCE:
- 1. Anchor / Darling Valve Co. Report (No. S.O. E-5875, Item 24, Rev. 1.
l 2'. ASME Pressure Vessel Code, Sect. VIII Div. I l '3. S&LC' lass 2 & 3 Valves, Seismic Qualification by B. Gogineni LOAD COMBINATIONS CONSIDERED:
l l 1. Normal Operating Loads + OBE + SRV SY-TQ + SRVE -TQ ENVELOP
- 2. Normal Operating Loads + SSE + COEVY-2+ UEvM Y-TQ+8 EYm -TQ NVELOP
- 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ+ ALL-TQ
- 5. Normal Operating Loads + SSE + CO Lgyy_y ,
Prepared by:
- Date: 7-2-/ND Reviewed by: '
- Date: 7 - /d " d' O Approved by: 42 N_ r,r,,r ml ,c a u_ Date: 7 / o -- R O p i/
Conclusion ,
Maximum seismic accelerations of H1=H2 = 4.0 g and V = 5.0 g may be
,Q v
accepted because of limiting stresses in the upper bonne~t flange and yoke legs.
I -
SARGENThlVNDY b
_ _ . _ - _ _ . - - - - - - ".7.* . , _*."Pl
REQUALIFICATION
SUMMARY
g ORIGINAL SEISMIC QUALIFICATION METHOD:
Onnalysis: x Static Dynamic Equivalent Static OTese: Single Axis Single-rrequency Testina Oataxial '
O'aiaxialaanaomMotion'1wsting OOther (Explain) '
T-Quencher Requalification Method:
A) By Analysis Ramshead envelops T-Quencher RRS (Curves' attached)
@ Original Qualification g-levels greater than new g-le/els h h
_i h
_.2_
V Original New 4.0 4.0 5.O ONewdynamicanalysis O Re-analysi:2toReqdrednewg-levels hl h2 V_
X Nozzle loads used are O O PIPSYS DD File NA Other explain Based on pipe Sy allowable b ating loads considered Oyes Ono ONA Explain Procedure. Design pressure increased for 4I external applied mom,ents and f " ***
SARGE.iT& LUUDY
Stresses "T Ioading (d
Iocation Actanal Allowable Condition Yoke Legs Bending 23,896 26,250 Seismic
, LWR Bonnet Flange- 20,308 26,250 Operating Upper 24,764 26,250 Operating Bolt, Yoke Legs 33,659 42,500 Seismic Valve Crotch 20,752 24,750 Pipe Sy Deflection .
Operator 169 in, w/ respect to the stuffing box B) By Testing '
TRS envelop's RRS (attach curves)
Required g-levels Test g-levels (attach curves) hl h2 V Required Ievels Test g-levels OTest duration . .
Frequency range IIz.
CCrossCoupling-considered Explain:
Mode Participation Explain:
Deunctional verification performea.
Explain:
A T-Quencher Requalification Review Procedure:
V i SAGGEJT&LUCDV !
t l
l
I l LA SALLE NUCLEAR STATIONS 0$) UNITS 1 & 2 4266-10 JOB NO:
4267-10 REQUALIFICATION CERTIFICATION l FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 8" Motor Operated Butterfly SPEC. NO: J-2940 Valve EQUIPMENT NO: 1,2VP113A,B LOCATION: Containment Building Elevation 766' & 774' EQUIPMENT CLASSIFICATION: fj ACTIVE O PASSIVE SEISMIC QUALIFICATION REPORT
REFERENCE:
File No. EMD-016381 :
Continental Div. of Fisher Controls Co. Report No. 5A094 & 5A095
( dated 12-19-78 The above seismic qualification report (s) have been reevaluated and requalified where necessary to show that the above-mentioned component is capable of performing its intended safety function under all the applicable loading combinations including the pool dynamic loads.
Prepared: /2 , N1 W
- e Approved: /y,3 f, /in u Date: .' - ? $ Si l
l l SARGF,9T k LUNDY
\ ==w i
---,.-,.,e , , , - - - , -
.-- -. - - - ,,,n,,.. ~ . ,-
I r
O 1
QUALIFICATION
SUMMARY
l i
I Seismic Qualification Method :
The computer program SEISMIC 4 dynamic natural frequency analysis determined that the fundamental natural frequency is above 33 Hz, therefore the program's Equivalent Static Analysis method is acceptable for the qualification analysis. The Finite Element analysis determined that the l element stresses are less than the allowable stresses.
1 l
I SRV Requalification Method: i O The seismic +SRV acceleration values required for qualification are less than the acceleration levels qualified in the original analysis, therefore the valves are requalified.
l
[
O Ref: EMD File No. 016381 SARGENT h LUNDY Edeac o
2 ze:wmmmmmem~x m_m*~mmw mxznny Ly~,m. 9 .
Qualification Sununry of Equipnnnt 1 I. Plant Name: inRalle Co. 1&2 Type:
- 1. Utility; CECO WR ;
1
- 2. NSSS; G.E. BhR X 3
- 3. A-E; S&L '
- 11. Conponent Name 8" Motor Operated Butterfly Valve 1,2VPll3A,B q
~
Fbdel Number Type 9220 Quantity: 4 1.
- 2. Vendor Continental Div. of Fisher Controls )
- 3. If the conponent is a cabinet or panel, nane and nodel No. of 1 the devices included; N.A.
i
- 4. Physical Description a. Appearance L
- b. Dinensions_27 "L x 4 5. 7 5 "W x 3 0 "H
- c. Weight 455 lbs. l
)
- 5. Incation: Building: Contali1 ment I
Elevation; 766' & 774' l
- 6. Field Fbunting Conditions [X] Bolt (No. 4 , Size 7/8)" l
[ ] Weld (Inngth )
[ ]
- 7. Natural Frequencies in Each Direction: 39.5 Hz minimum hl: h2: V:
- 8. a. Functional
Description:
Primary Containment Chi]1ed Water Isolation Valves
- b. Is the equipment required for[ ] Hot Standby [ ] Cold Shutdown
[ ]Both (X) POST Loc A
- 9. Pertinent Peference Design Specifications:
8 & L Specification J-2940 _
i I i L, i SARGENT kLUNDY
Reference:
DD File No. 016381 ,_,,y c....- ..
j MA
Ill. Is 7;guignent Available for Inspection in the Plant: ()() Yes [ ] No Comnents: _
IV. Equipnent Qualification Method: 'Ibst:
Analysis: X Combination of Test and Analysis:
Test and/or Analysis byContinental Div. of Fisher Controls (name of Conpany or Iaboratory & Report No.)
Report No. 5A094 & 5A095 dated V. Vibration Input: 12/19/78.
- 1. Ioads considered 1.[X] Seismic only 2.C<] Hydrodynamic only 3.[] Explosive only 4.[ ] Other (Specify) 5.[X] Conbination of 1,2
- 2. Required Response Spectra (attach the graphs): N.A.
Required accln. values are taken from attached "accln. &
nozzle loads from piping analysis".
- 3. Required Acceleration in Each Direction: SSE Required / Qualifi ed hl = 4.38/6.0 h2 = 2.58/6.0 V= 3.7/7.0 VI. If Qualification by Test, then Conplete: N.A.
- 1. [ ] Single Prequency [ ] Multi-Frequency
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. Frequency Rarqc:
[ ] No
- 5. g-level Test at hl = h2 = V=
- 6. Laboratory Fbunting:
- 1. [' ] Bolt (No. , Size ) [ ] Weld (Length )[ ]
- 7. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 8. Other tests performed (such as fragility test, including results)
Reference:
EbD File No. 016381 SARGENT4 LUNDY l
..~o.~...._ l C. & + 6C A GC
- - - - - - - - - - - - - - ' - - - - - - ~ - - - - ' ~ ~ - - ~ - ' " - ~ ~ ' ' ' ' ' - - ^ - " ' ' - - ~ ~ ' ' " ~ ~ * * - ~ ' " - ~ ~ ~
I VII. If Qualification bv Analysis or by the Conbination of Test and Analysis,the l Conplete:
- 1. Description of Test including Results: n_a.
- 2. Method or Analysis: 1
[ ] Static Analysis k] Equivalent Static Analysis k] Dynamic Analysis for !
[ ] Response Spectrum [ ] Tine-History Natural Freq. f
- 3. bbdel Type: [x] 3D [ ] 2D [ ]1D
[X] Finite Element [ ] Beam [ ] Closed Form Solution i
- 4. [x ] Corrputer Oodes: SEISMIC 4 Frequency Range and No. of nodes considered: 0 - 39.5 Hz , 1 mode
[ ] Hand Calculations
- 5. Damping: 1 96
- 6. Support Considerations in the model: _ Assumed rigid
- 7. Critical Structural Elsents: Governing Seismic Total Stress A. Identification location Response Conbination Stress Stress Allowable m ksi Pipe , membrane + bending SSE+SRV Piping Loads 7.8 15.0 Bolt joint at Pad joint 28 SSE+SRV 17.5 117.0 Bolt joint at Leg joint 14 " 113.1 117.0 Bolt joint at Leg joint 15 " 89.5 117.0 Element 21 " 11.1 27.0 Element 19 "
9.7 27.0 Element 14 " 8.7 27.0 Element 22 "
7.6 27.0 Effect Upon Functional B. Fhx. Deflection location Operability The deflections are insignificant None B i
O Reference; DD File No. 016381 SARGENT' LUNDY
-5_ ' ENGINEERS c: *>c A G o
0 0
_J MAXIMUM CONDITION: UPSET 8592 2582 1195 3344 4569 3410 EMERGENCY 13372 4159 1545 5632 6959 5694 ua
_j Weight -214 182 3 -63 -29 -454 N Thermal , -589 87 0 -220 -56 738 N
Anchor Displacement: UPSET 239 24 60 228 841 28 EMERGENCY 448 45 113 428 1577 53 Hydraulic Transient: UPSET EMERGENCY SEISMIC OBE 5281 388 1252 2254 1061 2441 SSE 9902 728 2348 4226 1989 4577 SRV 2351 152 522 395 1017 1018 SRV SRV
- st:
e MAXIMUM CONDITION: UPSET 8674 833 1837 3160 3004 3941 EMERGENCY 13504 1194 2986 5332 4668 6102 VALVE ORIENTATION: Man-,- Lk/Vo:rxba: cad >5/ Skewed RELATIONSHIP BETWEEN THE GLOBAL AND Accelerations: Global /YaftrPc LOCAL COORDINATE SYSTEMS.
Nozzle Loads : Simbark/ LOCAL
] ] AY cs . ,a "B b
<><L,c s. . -
.. .- X s
-X -
,X c - i ,'
. . - - .' .s. S '
Z Z c Z c ,,
oa
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. . . . .~
ACCELERATION & N0ZZLE LOADS FnoM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: 8" Butterfly Valve 150#-MO COMPONENT NO. : lVPll3A PROJECT NAME: LaSalle LOCATION : Containment Building - Elev. 766'-0" PROJECT NO. : 4266/4267-00 SUBSYSTEM NO. : VP-02 PREPARED BY : T. Papadopoulos DATE: 8/8/79 EMD FILE NO. : 015075 REVIEWED BY : DATE:
SPEC. NO. : J-2940 NODE A ! 30B NODE B #32 NODE C #34 LOAD CASE hi h2 h h2 hi h2 V i V V OBE 1.258 .434 .220 1.627 .393 .332 1.452 .508 .220 SSE 2.358 .813 .320 3.050 .736 .622 2.722 .952 .320 z SRV 1.713 .859 .438 1.331 .801 1.023 1.514 .785 .614 SRV _
$ SRV "i
u e
MAX 1. 'NDITION: ' UPSET 2.971 1.293 .638 2.958 1.194 1.355 2.966 1.293 .834 EMERGENCY 4.071 1.672 .758 4.381 1.537 1.645 4.236 1.737 .934 FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE F Fb Fc Ma Mb Me Weight 214 3 -362 -62 126 33 Thermal 599 0 -87 220 826 58 Anchor Displacement: UPSET 239 60 24 228 37 900 EMERGENCY 448 113 45 428 69 1688 Transients: UPSET EMERGENCY Seismic: OBE 5224 1742 376 2386 2695 1710 SSE 9795 3266 705 4474 5053 3206 SRV 2326 777 346 572 885 709 SRV
~
SRV 8
e m
a
4 8 O O J MAXIMUM CONDITION: UPSET 3750 992 1814 2461 4501 4083 EMERGENCY 5339 1325 2468 3388 6464 5223 m
a Weight 2 -153 11 -425 -21 -1071 N Thermal -7 -6 2 14 -41 17 N
Anchor Displacement: UPSET 346 24 205 o 130 1086 27 z EMERGENCY 649 45 384 244 2036 51 Hydraulic Transient: UPSET EMERGENCY SEISMIC OBE 1321 121 431 841 929 1405 SSE 2477 227 808 1577 1742 2634 SRV 1576 281 883 934 1515 1674 SRV SRV m::
w 0
=
MAXIMUM CONDITION: UPSET 3248 585 1532 2330 3592 4177 EMERGENCY 4707 712 2088 3180 5355 5430 VALVE ORIENTATION: Haxizccxtcx34/VIxtenowl4/ Skewed Accelerations: Global /h5tSukk RELATIONSIIIP BETWEEN Ti1E GLOBAL AHD Nozzle Loads : felphak/ LOCAL LOCAL COORDINATE SYSTEMS.
Y A J 3Y O = ,a B
b L
A; .C N, , 8
-X "X
' -X
. , 'b c 's, i ,' b
.....Y' Z
Z c Z c c, na
, w w # "
Qg Pu-W--* M ,'/ * % W$N-et,A,"'
ACCELERATION & N0ZZLE LOADS FkoM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: 8" Butterfly Valve 150#-MO COMPONENT NO. : lVP113B, 2VP113B PROJECT NAME:LaSalle LOCATION : Containment Building-Elev. 774'-0" PROJECT NO. : 4266-00, 4267-00 SUBSYSTEM NO. : VP-08 PREPARED BY :T. Papadopoulos DATE: 8/8/79 EMD FILE NO. : 015071 REVIEWED BY : DATE:
SPEC. NO. : J-2940 NODE A # 32 NODE B #33 NODE C #34 LOAD CASE hi h2 V h3 h2 V h1 h2 V l OBE .400 .495 1.058 .573 .703 1.12 .448 .590 1.188 SSE .750 .928 1.983 1.074 1.318 2.10 .840 1.106 2.227 z SRV 1.074 .940 1.413 1.362 1.266 O 1.44 1.222 .940 1.477 p SRV
$ SRV "i
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MAXIMUM CONDITION: UPSET 1.474 1.435 2.471 1.933 1.969 2.56 1.67 1.53 2.665 EMERGENCY 1.754 1.868 3.396 2.436 2.584 3.54 2.062 2.046 3.704 FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE Fa Fb Fc Ma Mb Mc Weight -2 -215 -11 425 32 1054 Thermal 7 6 -2 -14 43 -11 Anchor Displacement: UPSET 346 24 205 130 1044 23 EMERGENCY 649 45 384 244 1958 43 Transients: UPSET EMERGENCY Seismic: OBE 1470 356 543 929 1199 1280 SSE 2756 668 1018 1742 2248 2400 SRV 1929 397 1053 977 2183 1726 SRV SRV u> S g% __ >
n _
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VALVE QUALIFICATION DATA LA SALLE COUNTY l & 2 4266-10/6093-00
- l. Specification No. : I '2 9LlO 9. P&I Diagram No. : M -i, i
- 2. Valve Number : 11\lP1lb k,h 3 10. Piping-Design Table No.: \Lf L.
- 3. Valve Name & Size : M.0, fhoG r(k Vdet 9" 11. Data Sheet'No. : I? f J 'l #
- 4. Manufacturer : ElsherCnIb3Co* 12. Pipe Line No. :
S. Valve Report No. : $ fy " $r I l1$AC95 13. Subsystem No. : NP ..
- 6. Valve Classification: * /j ' Ac.YW<- 14. Design Pres.eure : 'i$ ' .t
- 7. Valve. Drawing No. : g 03u28. o3, ot/ 15. Design Temperature : li t .: f
- 8. Operator : I,I?' - r 16. Pipe schedule : .
p p-LOADS USED IN ANALYSIS Hy Hj. V
. Acceleration' Upset (9) Emergency 7
F, F b F c- M' a- M N b c Inlet
-Nozzle Upset Outlet Loads Inlet (I b) ,' (in . lb) . Emergency Outlet
~ Valve Inlet '
j 'ip _
'(in)
. Size Outlet
'l
1
~
O B0P EQUIPMENT l LA SALLE NUCLEAR STATIONS n i U UNITS 1 & 2 4266-10 T-0UENCHER JOB NO: ,
REQUALIFICATION CERTIFICATION i
FOR EQ'UIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 8" Motor Operated Butterfly SPEC. NO: J-2940 Valve EQUIPMENT NO: 1,2VPil3A,B LOCATION: Containment Building El. 766' & 774' I
EQUIPMENT CLASSIFICATION: L:9 ACTIVE C PASSIVE T SEISMIC QUALIFICATION REPORT
REFERENCE:
G J 1. EMD File #016381
,2. Continental Div. of Fisher Controls Co. Report No.: 5A094 & 5A095 3.
LOAD COMBINATIONS CONSIDERED:
- 2. Normal Operating Ioads + SSE + COLEVY-2+ SRVASY-TQ+SRVALL-TQ ENVELOP
- 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ+ ALL-TQ
- 5. Normal Operating Loads + SSE - CO ggyy_y Prepared by: M.kkW Date: 7- M 2O Reviewed by: [r Date: 7-Z3-A n
Approved by: h M neD/yuA Date: 7-23 ,@D I(
O v
SARGENT k LUNDY }
'ENGINNERS J
_Y.S # $ _",
REQUALIFICATION
SUMMARY
A ORIGINAL SEISMIC QUALIFICATION METHOD:
@ Alalysis: @ Static
@ Dymmic 0 squivalent Static OTest: Single Axis Single-rrequency Testing Biaxial OBiaxialRandamMotionTesting Other (Explain)
T-Quencher Requalification Method:
A) By Analysis O Ramshead envelops T-Quencher RRS (Curves attached)
O original cualification 9-levels greater than new g-levels O- hi h2 V
' Original New 6.0g 6.0g 6+1=7.0g ONew dymmic analysis ore-analysistoRequirednewg-levels V
hl h2
@Nozzleloadsusedare
" O O
PIPSYS DD File 016381 NA Other explain
@operatingloadsconsidered @yes Ono ONA Explain Procedure. 1) Opcrator's Thrust
/^S
'v' 2) Internal Pressure SARSENT&LUNDY eeeewwemme.
Stresses
'A f
( M ng Bolt Stresses' Iocation Actual Allowable Condition Bolt Jo at PAD Joint 28 17.5 ksi 117.0 ksi operating Bolt Joint at IEG Joint 14 113.1 ksi 117.0 ksi operating Bolt Joint at IEG Joint 15 89.5 ksi 117.0 ksi operating PIPE, Mertbrane + Bending SSE+ SIN 7.8 ksi 15.0 ksi Operating (Piping Ioads)
Deflection Joint X in - Y in Z in 1 0.004491 0.005001 0.026358 28 -0.000535 0.002245 0.004558 (Insignificant Deflections)
B) By Testing N. A.
TRS envelops RRS (attach curves) rn G
ORequired 9-levels Test 9-levels (attach curves) hl h2 V Required Ievels O'Iwst 9-levels Test duration .
Frequency range Hz.
CCrossCoupling-considered Explain:
Diede Participition Explain: :
Functiomi Verification performed. j Explain:
T-Quencher Requalification Review Procedure:
L' SARGENT&LUNDY
Qualification Surmary of Equignent t
p LaSalle County 9
- 1. Utility: Commonwealth Edison Co. PWR
- 3. A-E; Sargent & Lundy 1,2DG0lP II. Conponent Name Diesel Generator Cooling Water Pumps
- 1. Fbdel Number 5063 Size 8x6x14h Quantity: 2
- 2. Vendor Crane Company, Demming Division
- 3. If the conponent is a cabinet or panel, nanc and nodel No. of the devices included; N.A.
Horizontal Split Case Pump with drip Physical Description
- 4. Appearanc7 a, 1ip bann
- b. Dinensions length 55", width 27", height 315/8" g c. Weight 2115 lbs.
- 5. Incation: Building: Diesel Building Elevation; 674'-0" _
- 6. Field hbunting Conditions [X] Bolt (No. 6 , Size 7 / 9 ')
Anchor Bolts [ ] Weld (Iength )
l 1
- 7. Natural Frequencies in Each Direction: lowest frequency =
46.10 Hz hl: h2: V:
- 8. a. Functional
Description:
Diesel Generator Coolina Svstem,
- b. Is the equipment required for{ lHot Standby [ } Cold Shutdown (X]Both 4- Post LOC A
- 9. Pertinent Reference Design Specifications: Sargent & Lundy Specification J-2944 O
SARGENTLLUNDY
Reference:
EMD File Ib. 001497 > ENGINEERS -
c * . ic A c.o
_. . - - - ~ . - _ - , _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _
Ill. Is Equipent Availabl! for Inspection in the Plant: [X] Yes [ ] No Convents: ^
l IV. Equignent Qualification Method: Test:
Analysis: Static Load Analysis Combination of Test and Analysis:
Test and/or Analysis by Mcdonald Engineerino (name of Conpany or Laboratory & Report No.)
Analysis Co. Report no. ME-241 V. Vibration Input: dated 7-10 75 Ioads considered 1.[y] Seismic only 2.[ ] Hydrodynamic only 3.[] Explosive
^
1.
Nozzle only 4.[X] Other (Specify) Loads 5.[X] Conbination of 1 & _4 Required Response Spectra (attach the graphs):
I2. 3.
h1 = 0. 2/0. 4g Response Spectra for Reactor B_ldg. El. 673'-4" Required Acceleration in Each Direction: OBE/SSE h2 = 0.15/0.3g V= 0.07/0.14 VI. If Qualification by Test, then Complete: N.A.
- 1. [ ] Single Frequency [ ] Multi-Frequency
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. Frequency Rarc;e:
- 6. Laboratory bbunting:
- 1. [ ] Bolt (Ib. , Size ) [ ] Weld (Length )[ ]
- 7. Functional operability verified: [ ] Yes [ ] No [ l 'bt Applicable
- 8. Other tests performd (such as fragility test, including results)
Reference:
EMD File No, nn1d47 SARGENT iLUNDY iE NGINEERS .
C **iC A G O
t VII. If Qualification by Analysis or by the Contination of Test and Analysis,the 4
i Conplete:
- 1. Description of Test including Results: N.A-
- 2. Method of Analysis:
[ X] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Besponse Spectrum [ ] Time-History
- 3. Fixiel Type: [X] 3D [ ] 2D [ ]lD
[ ] Finite Element [ X ] Beam [ ] Closed Fonn So]ution
- 4. [X ] Coaputer Codes: ICES - STRUDL II Frequency Range and No. of nodes considered: 2 modes
[ X] Hand Calculations y,27
included in
- 6. Support Considerations in the model: CompAter_lnodal _-
O 7. Cr tical Structural Elements: Governing i
Seismic Total Stress A. Identification location Response Conbination Stress Stress Allowable See attached sheets Effect Upon Functional B. Max. Deflection Iocation Operability See attached sheets O
Reference; EMD File No. 001497 2enomeens.
c . , c %c
3_ ME-241 ,
Rzvised 8/27/75
,~,
. 2.
SUMMARY
OF RESULTS L /
COMPONENTS
Actual Allowable Actual Allowabl(
Motor Hold Down Bolt Stress, PSI (Shear) 1,389 10,000 2,775 15,000 (Tensile) 1,469 20,000 4, 0.8 30,000 Pump Hold Down Bolt Stress, PSI (Shear) 4,763 21,000 7,509 31,500 (Tensile 53,364 57,400 82,230 86,100 Anchor Bolt Stress, PSI (Shear) 5.,037 10,000 8,344 15,000
- (Tensile) 12,439 20,000 19,770 30,000 i .
Shaf t Stress, PSI- 9,906 15,000 15,200 22,500 Frame Stre. , PSI 12,380 21,750 19,599 32,625 Thrust Retainer Bolt Stress, PSI 13,125 20,000 14,531 30,000 Pump Bearing Bolt Stress, PSI (Shear) 2,899 10,000 3,666 15,000 (Tensile) 2,122 20,000 3,898 30,000 Pump Pedestal Stress, PSI 7,854 23,100 11,658 33,600 p Nozzle Stress, PSI - Discharge 20,451 23,100 29,987 33,600 V Suction 12,276 23,100 18,012 33,600 Nozzle Flange Stress, PSI - Discharge 23,100 6,399 33,600 Suct' ion 2b,'b 23,100
~
28,455 33,600 Anchor Bolt Bracket Stress, PSI 9,572 21,750 15,213 32,625 Rotor Relative Deflection, Inches .00723 .020 .0103 .020 Motor Bearing Loads, Lbs. (Inboard) 571 15,549 957 15,549 (Outboard) 235 15,549 374 15,549 Pump Bearing Loads, Lbs. (Inboard) 221 6,060 245 6,060 (Outboard) 4,458 10,976 5,959 10,976 Flexible Coupling Misalignment, Radians .00833 .017 .01287 .017 Impeller Key Stress, PSI (Shear) 2,564 12,000 2,564 12,000 l Impeller Relative Deflection, Inches .00350 .0115 .00479 .0115 i
' /N l
\ j 1
0 I$
z J MAXIMUM CONDITION: UPSET 440 1957 186 220 173 3678 EMERGENCY 825 2323 349 316 325 4443 w
a Weight N Thermal l N
Anchor Displacement: UPSET C
o EMERGENCY y llydraulic Transient: UPSET
$ EMERGENCY I SEISMIC OBE
$ SSE k
e SRV
w 8
z MAXIMUM CONDITION: UPSET 561 1775 276 628 317 2129 EMERGENCY 577 1820 363 911 357 2185 VALVE ORIENTATION: llorizontal/ Vertical / Skewed Accelerations: Global / LOCAL RELATIONSHIP BETWEEN THE GLOBAL AND Nozzle Loads : Global / LOCAL LOCAL COORDINATE SYSTEMS.
N N N Q ,a "B b L
A C f %,
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- b Z
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_-____--___-_?- -
- A ACCELERATION & N0ZZLE LOADS Fe,vM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: Diesel Generator Cooling Water Pump COMPONENT NO. : ODGOlP PROJECT NAME: LaSalle County 1&2 LOCATION : Reactor Building PROJECT NO. : 4266/4267-00 SUBSYSTEM NO. : CS-09 & CS-10 PREPARED BY : DATE:
EMD FILE NO. : REVIEWED BY : DATE:
SPEC. NO. : J-2944 4
NODE A # NODE B # NODE C #
LOAD CASE h3 h2 V h i h2 V hi h2 V OBE SSE z SRV O
p SRV
$ SRV "i
n W
MAXIMUM CONDITION: UPSET EMERGENCY FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE F Fb Fc Ma Mc M3 Weight Thermal Anchor Displacement: UPSET EMERGENCY
@ Transients: UPSET to EMERGENCY U
?-
th Q
[ ... __ - -
O = 1 J MMIMUM CONDITION: UPSET 268 284 185 250 249 200 EMERGENCY 503 528 347 328 467 349 u.
a Weight N Thermal N
Anchor Displacement: UPSET o
EMERGENCY
$ Hydraulic Transient: UPSET EMERGENCY O SEISMIC OBE 8
w:
t.u 8
z MAXIMUM CONDITION: UPSET 102 337 109 131 171 154 EMERGENCY 190 556 1RA 239 296 261 VALVE ORIENTATION: Horizontal / Vertical / Skewed Accelerations: Global / LOCAL RELATIONSHIP BETWEEN THE GLOBAL AND Nozzle Loads : Global / LOCAL LOCAL COORDINATE SYSTEMS.
Y 2 AY cs . ,a B
b A
4
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' ~x c , i #,' b
. . 'ak Z
Zac z e n sa
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m7.gr..ym >m - e -- w %*
I . .
ACCELERATION & N0ZZLE LOADS FkoM PIPING SYSTEM FOR COMPONENTS COMPONENT NAME: Diesel Generator Cooling Water Pumps COMPONENT NO. : 1,2 DG0lP PROJECT NAME: LaSalle County 1 & 2 LOCATION : Reactor Building PROJECT NO. : 4266/4267-00 GUBSYSTEM NO. : CS-01, CS-07 PREPARED BY : DATE:
EMD FILE NO. : REVIEWED BY : DATE:
SPEC. NO. : J-2944 NODE A # NODE B # NODE C #
cOAD CASE h3 h2 y h h2 h h2 3 V 3 V OBE SSE z SRV o
p SRV
$ SRV "i
w o
MAXIMUM CONDITION: UPSET EMERGENCY FORCES IN POUNDS MOMENTS IN FT-POUNDS LOAD CASE F F Pc Ma M Mb c Weight Thermal Anchor Displacement: UPSET EMERGENCY Transients: UPSET a EMERGENCY ho Seismic: OBE g SSE SRV hSRV U SRV E
C3 2 W _ ____ _ . _ _ _ _ _ _ _ _ _
1 O
RESPONSE SPECTRUM CURVES FOR D.G. Cooling Water Pump
( 2DG01P)
LOCATED IN AUXILIARY BUILDING EL.: 67 3'6" O
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Qualification Stmunry of Equipmnt Plant Name; La Salle - 1&2 Type:
I.
. Utility: CECO PWR 1.
General Electric BWR X
- 2. NSSS.
- 3. A-E: sargont & T,n nay Conponent Name Control Cabinets OPM14:T & CPM 15J II.
- 1. bbdel Nurrber --- Quantity: 2
- 2. Vendor General Atomic Company
- 3. If the conponent is a cabinet or panel, name and model No. of the devices included; Listing in attached pace
- 4. Physical Description a. Appearance VERT \C A L PANEL
- b. Dinensions 90" H.x 24" W. x 30" D.
- c. . Weight ~50 3 lbs. !
- 5. Iocation: milaing: Auxiliarv Buildina Elevation: 768'-0" j
- 6. Field Mounting Conditions [Vl Bolt (No. 8 , Size I2 )
() Weld (Iength )
Not installed yet. [ ]
N/A 7. Natural Frequencies in Each Direction: _
h2: V:
hl:
- 8. a. Functional
Description:
Monitor the Radiation levels in the Control _ Room HVAC intake.
- b. Is the equipment required for[ ] Hot Standby [ ] Cold Shutdown
[ }Both
- 9. Pertinent Reference Design Specifications:
Sargent & Lundy Specification J-2972
(
019794 SARGENT hLUNDY
Reference:
EMD File No. ,, ,,,,,_
C M *C A GO
E E E I .EE I I IMW III. Is Equipnent Available for Inspection in the Plant: [ ] Yes []Ib Commnts: ._
IV. Equignent Qualification Method: Test: X Analysis:
Combination of Test and Analysis:
Test and/or Analysis by Wv1e Labora t-nri oc: / aqn39n (name of Conpany or laboratory & Report No.)
V. Vibration Input:
- 1. Ioads considered 1.[X] Seismic only 2.[ ] Hydrodynamic only 3.[] Explosive only 4.[ ,] Other (Specify) 5.[ ] Combination of
- 2. Required Response Spectra (attach the graphs):
?.ttached
- 3. Required Acceleration in Each Direction: EPA hl = 0.40g h2 = o.ys V= .4sa VI. If Qualification by 'Ibst, then Cmplete:
- 1. [ ] Single Frequency [X] Multi-Frequency
- 2. [ ] Single Axis [X] Multi-Axis
- 3. Frequency Rarge: .l.5H to 35 H.,
I ]No g-level Test at hl = h2 = V=
N/A 5.
- 6. Iaboratory bbunting:
- 3. [ ] Bolt (No._, Size ) [X] Weld (Iength )[ ]
- 7. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable N/A 8. Other tests performed (such as fragility test, including results) k l 1
l
Reference:
EMD File No. 019794 SARGENT S LUNDY iENGINEERS E C6 *'C A G O
N/A VII. If Qualification by Analysis or by the Conbination of Test and Analysis,thc Conplete:
- 1. Description of Test including Results:
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic
[ ] Response Spectrum [ ] Time-History
- 3. Model Type: [ ] 3D [ ] 2D [ ]1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Conputer Codes:
Frequency Range and No. of nodes considered:
[ ] Hand Calculations
- 5. Damping:
- 6. Support Considerations in the rnodel:
- 7. Critical Structural Elenents: Governing Seismic Total Stress A. Identification location Response Conbination Stress Stress Allowable Effect Upon Functional B. Max. Deflection location Operability F
t l
l O i l
Reference; EMD File No. 019794 SARGENT t LUNDY l
-s- ,
imuoineen _
c .4.c . c.c,
s
, ' SUBASSEMBLIES INCLUDED IN CONTROL CABINET: ,
- 1. Quantity::- 5 l- Subassembly: RP-1A Area; Monitor Readout Module
-'2. -Quantity: 1-
- Subassembly
- - Multipoint Recorder Assembly i .
- 3. Quantity: 5 Subassembly: RP-23A + 24Vdc Power' Supply-4 Assemblies
- 4. Quantity: 4 Subassembly: Voltage / Current Converter
- i. 5. Quantity: -
Subassembly: Misc. Circuit Breakers, Terminal Boards, Wiring I-1-
e 4
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'v 112
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p DESIG:: PASIS ?.',RTTUAEK 116-Dn ';S
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g LA SALLE NUCLEAR STATIONS UNITS 1 & 2 11266-10 JOB NO:
T-QUENCHER REQUALIFICATION CERTIFICATION FOR EQUIPMENT AFFECTED BY POOL DYNAMIC LOADS EQUIPMENT NAME: 480 V Motor control Center SPEC. NO: J-2547 EQUIPMENT NO: 1, 2AP76E, 71E, 78E, 82E, 83E, 75E LOCATION: Reactor Building El. 710'-6", 740', 761', 820' EQUIPMENT CLASSIFICATION: [XJ ACTIVE O PASSIVE p SEISMIC QUALIFICATION REPORT
REFERENCE:
V
- 1. American Environments Co. STR-136779-1 dated 03/26/80.
,2.
3.
LOAD COMBINATIONS CONSIDERED:
ENVELOP
- 2. Normal Operating Icads + SSE + COEVY-2+ SRVM Y-@+S RV _
ENVELOP
- 3. Normal Operating Loads + SSE+ Chugging + SRVASY-TQ+SRVALL-TQ
- 5. Normal Operating Loads + SSE + COggyy,y Prepared by: Date:
Reviewed by: '[M &
v Date: 7 872)
Date: 7- 2 3 - EU Vfir:ria,nhnn Approved by: -
(
C -
SARGENT k LUNDY !
's~i""5"* "l
REQUALIFICATION
SUMMARY
g ).
ORIGINAL SEISMIC QUALIFICATION METHOD:
OAnalysis: O Static 0 Dynamic Equivalent Static
@ Test: Single Axis- Single-Frequency Testiry Biaxial X Biaxial Random Motion Testing OOther (Explain)
T-Quencher Requalification Method: N/A A) By Arnlysis Ramshead envelops T-Que1cher RRS (Curves attached)
O Original oualification g-levels greater than new g-levels O# hl h2 V Original New ONewdynamicanalysis ore-analysistoRequirednewg-levels hl h2 V Nozzle loads used are O O O PIFSYS EMD File IR Other explain Coperating loads considered - oyes- Ono ONA l - vf') Explain Procedure.
SARGENT&LUNDY
Stresses
,x
(,) - Icading Iocation Actual Allowable Condition Deflection o
B) By Testing
@TRS envelops RRS (attach curves)
O ORequ1redg-levels Test g-levels (attach curves) hl h2 V_
- Required Levels OTest 9-levels
@ Test duration Upset - 5 x 30 sec. + Emergency - 1 x 30 sec, in
@FrequencyrangeHz. 1.0 to 100 Hz
@CrossCoupling-considered Explain:
Biaxial testing to higher than
. . response spectra.
ftde Participation Explain:
Functional Verification performed.
Explain: During each seismic event, MCC was energized and monitored for shorts or discontinuities. The contacts were monitored for any unauthorized contact transfers equal to or greater than g-) T-Quencher Requalification Review Procedure: 2 milli secs. in duration.
U Comparison of required and test response spectra. $4R$ E &LUNDY enemoneo.
O QUALIFICATION
SUMMARY
Seismic Qualification Method:
- 1. Required response spectra were obtained separately for horizontal and vertical directions enveloping all design basis load combination (upset 1% damping, emergency 2% damping) response spectra.
- 2. Resonance search performed from 1.0 to 60 Hz at approxi-mately 0.2 "g" level independently in each principal axis at a sweep rate of 1 octave per minute.
- 3. Specimen was subjected to biaxial incoherent random motion tests in front-to-back/' rtical plane and side-to-side / vertical plane, with i..put adjusted independently so that test response spectra would envelop required response spectra independently in horizontal and vertical directions.
4h 4. Input was equalized in 1/3 octave intervals between 1 and 100 Hz.
- 5. Specimen tested for 5 upset and 1 emergency tests in each orientation, duration of each test being 30 secs.
minimum.
- 6. Specimen was energized or de-energized during all tests and chatter of the contacts exceeding 2 milliseconds in duration was monitored.
- 7. Relays, Breakers were operated before, during and after the entire test.
- 8. Specimen functioned normally and no contact chatter was observed.
SRV Requalification Method:
Hydrodynamic loads were considered in specifying required response spectra.
Ref: EMD File No. . SARGENT k LONDY !
t
..~.,~....;
c.c.mc
l 1
Oualification Sunnary of Equiptent l O Type:
T. Plant Name: LaSalle County - 1&2
- 1. Utility: CECO WR
- 3. A-E: Sargent & Lundy <
1 480 V. Motor Control Center, 1, 2 AP 71E, 75E,
- 11. Cortponent Nane 76E, 78E, 82E, 83E
- 1. bbdel Nunter Series 170/90 Quantity; 12 l
- 2. Vendor Klockner-Moeller i
- 3. If the cortponent is a cabinet or panel, name and nodel Ib. of )
the devices included: Attached
- 4. Physical Description a. Appearance Vertical board I
- b. Dinensions 1 1
- c. Weight i' O 5. Iocation: Building: Reactor Building Elevation; 710'-6", 740', 761', 820' l
- 6. Field bbunting Conditions [ X} Bolt (No. , Size )
( ) Weld (Inngth )
[ }
- 7. Natural Frequencies in Each Direction:
hl: 15,2 6, 49.5 Hz h2: 55 Hz V: 59 Hz
- 8. a. Functional
Description:
- b. Is the equiptent required for[ } Hot Standby ( lCold Shutdown
[ }Both l 9. Pertinent Reference Design Specificationc: S&L Spec.
l J_-2547 O
SARGENT 6 LUNDY
Reference:
D O File No. 022961 auammene_
l c...c w o
III. Is Equirrent Available for Inspection in the Plant: [X] Yes [ ] tb Comments:
X IV. Equignent Qualification Method: Test:
Analysis:
Combination of Test and Analysis:
Test and/or Analysis by American Envi ronmonM Tnc . STR-136779-1 ~
(nane of Company or Laboratory & Report tb.)
V. Vibration Input:
- 1. IDads considered 1.[ ] Seismic only 2.[ ] Hydrodynamic only 3.[] F2 only plosive 4.( ) Other (Specify) 5.[X](bnbination of 1&2
- 2. Required Respon'ie Spectra (attach the graphs):
- 3. Pequired Acceleration in Each Direction: NA hl = h2 = V=
VI. If Qualification by Test, then Ccutplete:
1, [ ] Single Frequency [X]bblti-Frequency
- 2. [ ] Single Axis [XjMulti-Axis
- 3. Frequency Rarc,a: 1 to 100 Hz
- 5. g-level Test at hl =
Laboratory bbunting: Continuous front &
- 6. back 5/32" size
- 1. I I Bolt (tb. , Size ) [X] Weld (Inngth )[ ]
Functional operability yerified: [X]Yes [ ] tb [ ] ?bt Applicable 7.
l
- 8. Other tests perfonted (such as fragility test, including results)
Resonance Search Test 1
{
SARGENT k LUNDY
Reference:
DiD File tb. ..~oi~...._
l C * * 'C A G C . )
1
4l
('N If Qualification by Anilysis or by the Canbination of 'Ibst and Analysis,the V VII.
Conplete: N/A
- l. Description of Test including Results:
- 2. M3thod of Analysis: l
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic d
[ ] Pesponse Spectrum [ ] Tine-History
- 3. bbdel Type: [ ] 3D [ ] 2D [ ]1D
[ ] Finite Elenent[ ] Beam [ ] Closed Form Solution (
I
- 4. [ ] Conputer Codes.
Frequency Pange and No. of nodes considered:
[ ] Itand Calculations j 5. Danping: _ , , , , , , , , _ , _ , _ , _
- 6. Support Considerations in the model: f O 7. Critical Stn2ctural Elements: Governing Seismic Total Stress ,
A. Identification Location Response Canbination Stress Stress Allowablel l l i
i i
1 4 j l
E Effect Upon Functionall {
R1x. Deflection Incation Operability B.
l O
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' SEISMIC MONITDAING CIRCUITS FOR -COMMONh'EALTH 'pD3 SON LA SALLE COUNTY STATION UNITS 1 & 2 aT ; i .
'IT ! CATALOG NU>SER CONTACTS ..UIRINC DIAGRA.MS - . MONITORING "ZM i DEVICE MONITORED' ' TERMINALS PHYSICAL SCHEMATIC CHA!'NEL -
- ; .15KVA 3d Distribution i. I- .
. ransformer-
- 64/13- -
.(Acceleremeter)
SCSI-7
- 1 M3-22/P6-160/ZM6-100-1200/Z4-80 _
j' 64/15 ., 64/15-
. "M" DIL3-22 N.C. Aux. 13-14 '
5681-30 6681-13B #11 I'"CR" DILOOLb-22 N.O. 11-12 I " ". #12 "74" DILCOLb-22
~
N.C. 9-10 " " -#13 "M" DIL3-22 N.O. 6- OL " " (Red Pilot Light)
"74" DILOOLb-22 , N.C. 8-X2 " " '(A-ber Pilot Ligh' i "X" DIL3-22 " "
N.C. Aux. 7-X2 (Green Pilot Ligh Start-Stop Pushbutton Station -
1,2,3A " - " -
-l i NZMH6, "M" DIL3-22 N.O. Power L 3-T 3 ( " "
!!14 1
' ^
- z MN2v-22/H6-160/ZX6-63-800/Z2-40 64/15- 64/15-
"74" D1LOOLb-22 ,
N.C. 21-22 6681-5B 6681-15B !!15 "M"-FWD.DIL2v-22 6-7 " ~"
' N.C.
l #16 "M"-REV DIL2v-22 N.O. 6-8 * " "
- 17 FWD, REV, stop Pushbutton Station. -
1,2,3,4,5 " " -
NZMH6 'N.O. Power " "
L3-L3 #18
- 3 .M'c-22/M6-160/ZM6c-60/120/zo-11 e4/15- .64/15- -
l "74" D;LCO'.5-22 ,
N.C. 17-18 6681-4B 6681-14B' #19 "M"-F'.O DILO-22 N.O. 6-7 " "
- 20 "M"-REV DILO-22 .
N.O. 6-8 " "
- 21 FWD. REV. Stop Pushbutton Station -
1,2,3,4,5 ; " " -
! NZ>36 N.O. Power L :-L ,
s j " "
- 22
- , - ; i .
- 4 NZMH6-160/ZM6a-40-800 64/15- - -
Distribution fransformer . Will Reficct In 6681-9 4 j' Primary Circuit Srcaker ]MonitoringofTest i Unit "B 1" l
'3 NZS'H6-160 /ZM6a-100-1200 64/15-l L1: L2 L;1> 112 6681-9 (Plug-in (Transformer Type H Drawer) Pilot Light)
! i N.O. Power L 3, IL3 .
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