ML19320B068
| ML19320B068 | |
| Person / Time | |
|---|---|
| Site: | Farley  |
| Issue date: | 06/30/1980 |
| From: | Clayton F ALABAMA POWER CO. |
| To: | Schwencer A Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8007090237 | |
| Download: ML19320B068 (114) | |
Text
{{#Wiki_filter:Alabama Power C:mpany 600 North 18th Street Post Office Box 2641 Birmingham. Alabama 35291 Telephone 205 323-5341 L LbJ'tle' $2n, Alabama Power the soutwn elecinc system June 30, 1980 Docket No. 50-36h Director of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission Washington, D. C. 20555 Attention: Mr. A. Schwencer JOSEPH M. FARLEY NUCLEAR PLANT - UNIT 2 SEISMIC QUALIFICATION REVIEW Gentlemen: Enclosed is the detailed qualification su= mary information for each of the non-NSSS mechanical and electrical equipment items selected by the Seismic Qualification Review Team for further evaluation. Should you have any questions, please advise. Yours very truly, 5 Y YYW F. L. Clayton, Jr. f CLB/rt Enclosure cc: Mr. R. A. Thomas Mr. G. F. Trowbridge
- Jr. L. Kintner (w/ enclosure)
Mr. W. Bradford I j ( ' 5 'hs THIS DOCUMENT CONTAINS 937 P00R QUALITY PAGES ! .80070900 ; i
Cc r o y %- l 10 , .
. l Oualificatien Su=r.ary of Ecuicment l I. Plant Name: J. M. Farley Unit 2 -
Tyoe:
- 1. Utility: Alabama _ Power Company PWR X ;
' i
- 2. NSSS: Westinchousa 3. A/E: Bechtel BWR ,
l II. Comconent Nzme REACTOR CONTAINMENT AIR COOLER UNITS
- 1. Scope: [ ] NSSS
[X] BOP ;
- 2. Model Number: NA Quantity: 4 i
- 3. Vendcr: American Air Filter .)
. l
- 4. If the component is a cabinet or panel, name and model No. of the l devices included: l
- 5. Physical Description a. Appearance Air Cooler Unit --
- b. Dimensions 11'-5" x 11'-5" !
- c. Weight 27.8203
- 6. Location: Building: Containment
. Elevation: 155'
- 7. Field F.ounting Conditions (X] Bolt (No. , Si:e )
. [] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA F/B: V-
- 9. a. Functional
Description:
Cool Containment durina normal ooeration and following a LOCA
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown
[X] Both .
- 10. Pertinent Reference Design Specificaticns: SS-1102-14 e
. 110-25 .
, , - --.,,n,
.. e -
, W *
(??
.11 - , ,
III._ Is Ecuioment Available for Insoection'in the Plant: '[X] Yes [] No IV. Ecutoment Oualification Method: Test: s Analysis: X Combination of Test and Analysis: Test and/or Analysis by American Air Filter T EP 495 (name of Company or Lacoratory & Report tio.)
. Y. Vibration Inout:
- 1. Loads cons'idered: 1.[X] Seismic only 2.[ ]Hydrody =ic caly S.[ ] Explosive only 4.[ ]0ther (Specify) 1 5.[ ]'Co.eination of
. FNP Seismic soectra-
- 2. Required Response Spectra (attach the graphs): See SS-1102-14
~
- 3. Required Acceleration in Each Direction: See FNP Rt.sponse. Spectra S/S = F/B = V=
VI. If Oualifi' cation by Test, then comolete: [ ] ran'dont
- 1. [ ] Single Frequency [ ] Multi r equency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi ,2is
- 3. Nc..of Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S = F/B =' V=
. 7. Laboratory Mounting:
- 1. [ ] Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications r.ade:
- 10. Other tests per#crmed (such' as fragility test, including results):
e 110-27
~..', ,
3 ,- isp QF VII. If Oualific~ation by Analysis or by th ' Combination of Test and Analysis, then Cocole e:
- l. Descriptica of Test including Results:
O
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
, [)G Dynacac Analysis: [ ] Tire-History -
[X] Response Spectrum
- 3. Model Type: [X] 3D [ ] 2D [ ] 1D
[ ] Finite Element [X] Beam [ ] Closed Form Solution
- 4. . [)G Computer Codes: STRESST, DYSTRESS. DYNAL Frequency Range ar.a No. of modes considered: 35 cps; 18 modes
[ ] Hand Calculations
- 5. Method.cf Combining Dynamic Responses: [ ] Absolute Sum [)0 SRSS -
[ ]Qther:
- 6. Dacping: NA Basis for the damping used:
- 7. Sup;crt Considerations in the model: NONE
- 8. Critical Structural Elements: .
Governing Lead cr Response Seismic Total Stress
, A. Identification Location Cc=bination Stress Stress Alicwable Effect Upon Functional
- 3. Max. Deflo ion locaiica Goerability
- See SS-1102-14 -
110-28
- __m---
Q
. Qualification Summary of Ecuioment I. Plant Name: J . M. Fa rl ev Uni t 2 Tyoe:
- 1. Utility: Alabama Power Comoanv PWR X f
- 2. tiSSS: Westinohouse S. A/E: Bechtel BWR II. Cce:onent Name REACTORCAVITYHYDR0GENDILbTIONFANS
- 1. Scope:.
[ ] NSSS D(]30P .
- 2. Mcdel Number: NA Quantity: 2 Joy Manf.
- 3. Vendor:
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Fan
- b. Dimensions 25'l x 13.5"R
- c. Weight Fan 385 lbs. Motor 130 lbs./ Steel Inlet Bell & Screen 15 lbs.
~
- 6. Location: Building: Containment
. Elevation: 129'
- 7. Field Mounting Conditions [x] Bolt (No. , Si:e )
. [] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA pfg: y:
- 9. a. Functional
Description:
Dilution of Hydrocen in Reactor Cavi ty
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[X] Both
- 10. Pertinent Reference Design Specifications: SS-1102-106 e
. 110-26
- 6. .
,7{._
i v :
. 11 _ - -
. 1 III. Is Ecuienen: Available for Insoection'in the Plant: [] Yes ,
[] No IV. Ecuitment Oualifica:icn Method: Test: s Analysis: X Combinatien of Test and Analysis: . Test and/or Analysis by Joy Manf. Comoany (name of Ccmpany or La:cra . cry & Repor. No.) . V. Vibration Incut:
- 1. Loads censidered: 1.[X] Seismic only 2.[ ] Hydrodynamic cr.ly S.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]'Co=binatica of Fl4P Seismic Analysis-
- 2. P,equired Response Spectra (attach the graphs): See SS-1102-106 -
- 3. Required Acceleration in Each Direction: See FNP Response Spectra S/S = F/B = V=
VI. If Oualification by Test then Ccmolete:
. [ ] random
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No..of Qualification Tests: OBE SSE Other ,
(specify]
- 4. Frequency Range:
- 5. TP.S enveloping RP,5 dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) '
^
[ ] No
- 5. Inpu: g-level Test at S/S = F/B = V=
- 7. Laboratory Mounting: -
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications cade:
- 10. 0-her tests performed (such as fragility test, including results):
. 110-27
-~* -
Gy C..g.. 12 - - 4 s. VII. If Oualification by Analysis-or by the' Combination of Test and Analysis. then Ce alete: '
- l. Descriptica of Test including Results:
- 2. Method of Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis
, C ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum -
- 3. Model Type: [X] 3D [ ] 2D []1D
^
[ ] Finite Element [)Q Beam [ ] Closed Fcrm Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. of modes considered: [20 Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Other: 1 (specify)
- 6. Damping: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Governing Load or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress Allewable Shaft 3064 psi Effect Upon Functicnal B. Max. Deflection Location Ocerability
.00351n. Shaft None ..
110-28
.~ . .
. C.
y
. W y
10 - '
~
Qualification Sux.arv of Ecutoment I. Plant Name: J . M. Fa rl ev Uni t 2 Tyoe:
~
- 1. Utility: Alabama Power Comoany PWR X _ _ ,
- 2. NSSS: Wes tinchouse 3. A/E: Bechtel BR_
II. Commonent Name EMERGENCY AIR COMPRESSOR
- 1. Scope: [ ] NSSS
[X] BOP . 1
- 2. Medel Nu::$er: 10T3NLE10 Quantity: 2
- 3. Vendor: Ingersoll'-Rand Compa'ny
- 4. If the component is a cabinet er panel, name and model No. of the devices included: l
. l
- 5. Physical Description a. Appearance Tvoe 30 Air Comoressor
- b. Dioensions 70'l x 66'H 26"W l
- c. Weight 1,500# l
~
- 6. L6 cation- . Building: Auxiliarv
. Elevation: 100'
- 7. Field Mounting Conditions [X] Bolt (No. 8 , Size 5/8")
- [] Weld (Leng:n )
C3 S. Natural Frequencies in Each Direction (Side / Side, Frent/Back, Vertical):
. S/S: NA F/B: V:
- 9. a. Functional
Description:
Redundancy to Main Air Comoressor
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown Possible use after steam l
[] Both line break - l
- 10. Pertinent Reference Design Specifications: ss-1102-136
. 110-25
g "'. '. h.y 'kg l l 11 - , III. Is Ecutoment Available for Insoection'in the Plant: [X] Yes [] No IV. Ecuioment Oualificatien Method: Test: X, Analysis: Combination of Test and Analysis: Test and/or Analysis by Wyle Laboratories 42746-1 (name of Company or Lacoratory & Report No.) Y. Vibrztion Inout.:
- 1. Loads censidered: 1.[X] Seismic only 2.[ ] Hydrodynamic enly 2.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]' Combination of FNP Seismic Response Spectrum-
- 2. Required Response Spectra (attach the graphs) See ss-1102-136
~
- 3. Required Acceleration in Each Direction: See FNP Response Spectra S/S = F/B = V=
VI. If Oualiff'catien by Test, then Ccmolete: [X] random
- 1. [ ] Single Frequency [X] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [X] Multi-Axis
- 3. No. .of Qualificatien Tests: OBE 4 SSE 1 Other
- 4. Frequency Range: 1 Hz - 40 Hz
- 5. TRS enveloping RRS dsing Multi-Frequency Test [X] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S = NA F/3 = V=
- 7. Laboratory Mounting:
- 1. [X] Bolt (No. 8 , Size 5/8") [ ] Weld (Length ) []
- 8. Functional cperability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
-10. Other tests performed (such as fragility test, including results):
e D
. 110-27
*'. C. ,e === . e
- VII. If Oualiffeation by Analysis cr by th ' Combination of Test and Analysis, then Ccrolete:
- l. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 10
~
[ ] Finite Element [ ] Beam [ ] Closed Fom Solution
- 4. - [ ] Coquter Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SR.S -
[ ]Other: (specify)
- 6. Daning: Basis for the damping used: ;
- 7. Support Considerations in the model: ;
- 8. Critical Structural Elements: l 1
Governing Load or. Response Seismic Total Stress
.A. Identification Location Combination Stress Stress Allowable j Effect Upon Functicnal
'3. w
.ax. Deflection Location . Ocerability l
l 110-28 l
,r .,_ --
. .s
. o, . .
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. SPECIMEN HCA t.OCATION' NO. .
l S/N - TEST RUN NO. 9
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.g, *..- Report No. 427 It.-l FULL SCALE SHOCK SPECTRUM (g Peak) J/N 42746 Peg e -
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A'XIS Loncitudinal/ vertical - SPECIMEN t.OCATION NO. VCA h S/N - TEST RUN NO. - v
1 l l l T. .
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Page No. 10 - Report No. 42746-1 ) T ' l FULL SCALE SHOCK SPECTRUM (g Peak) J/N N'
. 1.0 0 10M 100 E' 1000 0 -
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1 10 ' FIGURE 4 100 200 1000 Frequency (Hz) . i j '
, CUSTOMER Incersoll-Rand AMS L ngitudinal/ Vertical 4
SPECIMEN t.OCATION NO..JA-3.
p, ,
- p. -
.. . . . . .g ,
. 10 - .
Qualification Summary of Ecuiement I. Plant Name: J.M. Farley Unit 2 - Tyoe:
- 1. Utility: Alabama Power Company PWR X N
- 2. NSSS: Westinchouse 3. A/E: Bechtel BWR
~
II. Comconent Name COMPONENT C0OLING WATER HEAT EXCHANGER
- 1. Scope: ,
[ ] NSSS [x] BOP
- 2. Model Number: NA Quantity: 3
- 3. Vendor: Struthers Wells Corooration
- 4. If the component is a cabinet or panel, name and model No. of the !
devices included:
- 5. Physical Desc.'iption a. Appearance Tubular Heat Exchanger
- b. Dimensions 52"I.D. x 29'-0" Lona
- c. Weight 53,000 lbs drv 84,250 Flooded
~
- 6. Location: Building: Auxiliary
. Elevation: 100'
- 7. Field Mounting Conditions D() Bolt (No. 4 , Size 1" )
. [ ] . Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 25.9 Hz F/B: V:
Functional
Description:
To transfer heat from the comconant
- 9. a.
cooling water to service water
- b. Is the equipment required fer [] Hot Standby' [] Cold Shutdown
[X] Both
- 10. Pertinent Reference Design Specifications: 5S-1302-11 e
. 110-26
.. r-D 1 E !
III. Is Eouicment Availab'le for Inscection'in the Plant: [)0 Yes [] No
. IV. Ecufemen: Oualification Method: Test: .
Analysis: X Combination oi* hest and Analysis: . Test and/or Analysis by Struthers Wells Corporation (name of Ccmpany or Lacoratory & Report No.) . V. Vibration Incut:
- 1. Loads censidered: 1.[X] Seismic only 2.[ ] Hydrodynamic cr.ly S.[ ] Explosive only 4.[ ]0ther (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP Response Spectra
~
- 3. Required Acceleration in Each Direction: See FNP Response Spectra ,
S/S = F/B = V= VI. If Oualification by Test, then Comolete:
. [ ] random
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. .of Qualification Tests: OBE SSE Other 1specify)
- 4. Frequency Range:
i
- 5. TRS enveloping RP,5 using Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) i '
[ ] No , S. Input g-level Test 'at S/S = F/B = V= I
. 7. Laboratory Mounting: j
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Length ) []
- 8. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Tes Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
b 6
. 110-27 m
Q:.= :%g YII. If Oualification by Analysis or by the' Combination of Test and Analysis, then Co.mol ete :
- l. Description of Test including Results: -
- 2. Method of Analysis:
[X} Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: [X] 3D [ ] 2D [ ] 1D
[ ] Finite Element [X] Beam [ ] Closed Fonn Solution
- 4. - [X] Coquter Codes: TUSUP Frequency Range and No. of modes considered:
[X] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS '
[ ]0ther: (specify)
- 6. Daging: Basis for the daccing used:
- 7. Support Considerations in the model: __
- 8. Critical Structural Elements: .
Governing Load or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location Ocerability 110-28 7,, - . . .- *'
.~ -
(~', -
- . . . . (g~ . .
10 - , Qualification Summary of Ecuicment
'- Tyoe:
I. Plant Name: J.M. Farley Unit 2 -
- 1. Utility: Alabama Pcwer Compa'ny PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Comconent Name SUMP PUMP
- 1. Scope: ,
[ ] NSSS [X] BOP ,
- 2. Model Number: GVBS-3K Quantity: 9
~
- 3. Vendor: crane Chemoumo
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
i
- 5. Physical Description a. Appearance Sump Pump
- b. Dimensions 12'-1/8" x 10'-3/4" (Varies)
- c. Weight 102.8# (Varies)
- 6. Location: Building: Auxiliarv & Containment
. Elevation: Varies with locc *on
- 7. Field Mounting Conditions [X] Bolt (No. , Size ) Varies
.. [ ] . Weld (Lengen )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA F/B: V:
- 9. a. Functional
Description:
To pump water out of a sumo.
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown l
[X] Both Leak Detection .
- 10. Pertinent Reference Design Specifications: SS-1302-12
. 110-26
g c.. r: ,t y ' y
.' . 11 l
III. Is Ecuioment Available for Insoection'in the Flant: [X] Yes [ No IV. Ecutoment Qualification Method: Test: i Analysis: X Combination of Test and Analysis: NA . Test and/or Analysis by Chemoumo A-18219 (name of Company or Lacoratory & Report No-) Y. Vibration Inout:
- 1. Loads' considered: 1.[ X] Seismic only 2.[ ]Hydrodynauic or.ly 2.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]' Combination of FNP Resoonse Spectra-
- 2. Required Response Spectra (attach the graphs): See SS-1302-12
- 3. Required Acceleration in Each Direction: See FNP Response Spactra S/S = F/B = 3 V=
VI. If Oualif 0:stion by Test, then Comolete:
.. [ ] ran~ dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No..cf Qualification Tests: OBE SSE Other (specify) 4.
~ Frequency Range:
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-level Test at S/S = F/B = V=
. 7. Laboratory Mounting:
- 1. [ ] Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
e
,. 110-27
. <- , r~
g g
~
~
VII. If Oualific'ation by Analysis or by the'Cembination of Test and Analysis, then Cc=clete:
- 1. Description of Test including Results: '
- 2. Method of' Analysis:
[X) Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type:, [-] 3D .
[ ] 2D EX] 10 [ ] Finite Element [)G Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
Frequency Range and No. of modes considered:
". [X] Hand Calculations
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS -
[ ]Qther:
- 6. Da ping: Basis for the damping used:
- 7. Support Considerations in the model: 1 Support Pipe
- 8. Critical Structural Elements: .
Governing Load or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress All owable Support Pipe 2,495 18,800 Weld - S. Pip 9 to Cover .096 .250 min Pump Cover . 1,965 18,800 Shaft 1,765 18,800
~
Effect Upon Functional B. Max. Deflection Location Ooerability
.000988 Impeller . No Effect 110-28
..* & P- -
- v
- 10 Qualification Summary of Ecuicment I. Plant Name: J. M. Farley Unit 2 '- Type:
1.. Utility: Alabama Power Company ,n gg y
- 2. NSSS: Westinghouse 3. A/E: Bechtel PWR II. Comconent Name BORIC ACID TANKS
- l. Scope:.
[ ] NSSS [)G BOP
- 2. Model Number: NA Quantity: 2
- 3. Vendor: Mitternicht Boiler Works, Inc.
- 4. If the i:omponent is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Vessel Cylindrical
- b. Dimensions 25'H x 12'-9"0
- c. Weight 13,670#
- 6. Location: Building:
Auxiliary
. Elevation: 100' 7., Field Mounting Conditions [ X] Bolt (No. 8 ,Sizel.5"0)
. [] Weld (Lang:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 50 Hz F/B: V:
- 9. a. Functional
Description:
Containment of Boric Acid
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown i [)G Both
- 10. -Pertinent Reference Design Specifications: 55-1102-30 l
l c 110-26 l
1 C r : v W
- 11 - , ,
III. Is Ecuiement Available for Insoection'in the Plant: [X,] Yes [] No j
.t Y . Ecuicment Oualification Method- Test: -s Analysis: X Combinatien of Test and Analysis: .
Test and/or Analysis by URS/dohn A. Blume As's. Engineer (name of Company cr Lacoratory & Report No.) Y. Vibration Incut: .
- 1. Loads censidered: 1.[X] Seismic only 2.[ ]Hydrodyna=ic cr.ly S.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]' Combination of FNP Seismic Soectra-
- 2. Required Response Spectra (attach the graphs): See SS-1102-30
- 3. Required Acceleration in Each Direction: See FNP Response Spectra ,
S/S = F/B = V=
~
VI. If Oualification by Test then Comolete: . [ ] random
- 1. [ ] Single Frequency [ ] Hulti-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No..cf Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveleping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S - F/B = V=
. 7. Laboratcry Mounting:
- 1. [ ] Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications :rade:
- 10. Other tests performed (such as fragility test, including results):
. 110-27
g g
. e VII. If Dualific'ation by Analysis cr by th ' Combination of Test and Analysis. then Comal ete :
- l. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [2] Dynamic Analysis: [X] Tine-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [X] ID
~
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
3 Frequency Range and No. of modes considered: NA [X] Hand Calculations
- 5. Method of Combining Dynamic Responses: [)G Absolute Sum [ ] SRSS
~
[ 30ther:
- 6. Dampi ng: NA Basis for the damping used:
- 7. Support Considerations in the model: Support lugs
- 8. Critical Structural Elements: See also SS-1102-30 .
Governing Load
. or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Full conditions 1.8ksi 17.7ksi 4
Effect Upon Functional i B. Max. Deflection Location Coerability e 110-28
. , G:. . P
.. 10 , .
~
Qualification Summary of Eouioment I. Plant Name: J.fl. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Power Comoany PWR X NSSS: Westinghouse ' '
- 2. 3. A/E: Bechtel BWR
^
II. Comoonent Name LIMIT SWITCH .
- 1. Scope: [ ] NSSS D(3 BOP
- 2. Model Number: EA-170 Quantity:
- 3. Vendor: NAMCO
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance limit Switch Box
- b. Di:nensions 3"x2"xl"
- c. Weight Less than 11 lbs.
- 6. Location: Building: Auxiliary
. Elevation: Varies according to location j
- 7. Field Mounting Conditions [X] Bolt (No. 2 , Size #10 ) Varies accord.ing
- [] Weld (Leng:n ) to location
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA F/B. V:
- 9. a. Functional
Description:
Position indication 1
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[] Both NA l 1
- 10. Pertinent Reference Design Specifications:
. 110-26
h , (sp
. .n .
.III. Is Ecuioment Available for Inscection'in the Plant: [X] Yes ,
[] No IV.- Ecutoment Oualification Method: Test: ~X, Analysis: Combination of Test and Analysis: . Test and/or Analysis by Acme-Cleveland Develo'oment Company (name of Corgany or Lacoratory & Report No.) . V. Vibration Incut: 1.[X] Seismic only 2.[ ]Hydredynamic only S.[ ] Explosive only
- l. Loads' considered:
4.[ 30ther (Specify) 5.[ ] Combination of
- 2. Recnired Response Spectra (attach the graphs): See FNP Response Spectra 1
', ,3. Required Acceleration in Each Direction: See FNP Response Spectra S/S = F/B = V=
~
VI. If Oualifi~ cation by Test. then Comolete: [ ] ran'dem
- 1. [X] Single Frequency [ ] Multi-Frequency: [X] sine beat !
[]
- 2. [X] Single Axis [ ] Multi-Axis 1
- 3. No. of Qualification Tests: OBE SSE Other
- 4. Frequency Range: 1 - 35 Hz
- 5. TP.S enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-level Test 'at S/S = F/B = Y=
. 7. Laboratory Mounting: 0.69 + 9.52g over range of 1-35 Hz
- 1. [X] Bolt (Nc. 2 , Size #10 ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: The trip position' of each switch remained within the required limit.
- 10. Other tests performed (such as fragility test, including results): Fragility, Sine Sweep, Sine Dwell - All switches performed with no malfunctions for all test @
. 110-27
it? W
- ~ ~ . e VII. If Qualific~ation by Analysis or by th ' Combination of Test and Analysis. then Cc=cl ete :
- l. Description of Test including Results: '
~
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamnc Analysis: [ ] Tine-History - [ ] Response Spectrum
- 3. Model Type: [ ] SD [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
Frequency Range and No. of modes considered: ". [ ] Hand Calculations i l S. Method.cf Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS [ ]Qther: (specify)
- 6. Dampi ng: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Governing Load ) or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Location .
Ocerability 4 110-28
Q
~
mr
. (;.;
Qualification Summary of Ecuiomen: . I. Pl a.,t Name : J.M. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Power Company PWR y
' ~
- 2. NSSS: Wes tinghouse 3. A/E: Bechtel BWR II. Cocoonent Name SERVICE WATER PUMP
- 1. Scope: ,
[ ] NSSS D() BOP ,
- 2. Model Number: 27CC Quantity: 5
- 3. Vendor: Johnston Pump Compahy
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Service water pump
- 6. Dimensions 30"0 / Head-175'
- c. Weight 1127#
- 6. Location: Building: Service water structure
. Elevation: 191'-6"
- 7. Field Mounting Conditions [X] Solt (No. 4 , Si:e 13/8')
.. [] Weld (Len5:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 16.33 Hz F/B: V: 145 Hz
- 9. a. Functional
Description:
To oumo service water into cooling system
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[i] Both
- 10. Pertinent' Reference Design Specifications: SS-1105-7 i
.- 110-26
- - - , , , . . _ . , _ . . . . , - , . - , , - . . , , , , , , ~ . - - . - - -
L* . r
- l
_ .11 III. Is Ecuioment Available for Insoection'in the Flant: [x,) Yes [] No IV. Ecuioment Oualification Method: Test: s Analysis: X Combination of Test and Analysis: . Test and/or Analysis by Nickerson/ Brown Consulting Engineers (name of Company or Lacr.ratory & Re. port No.)
. Y. Vibration Incut:
- 1. Loads considered: 1.[ ] Seismic only 2.[ ] Hydrodynamic only 3.[ ] Explosive only i 4.[ ]Other (Specify) 5.[X]' Combination of Seismic and Operating
- 2. Required Response Spectra (attach the graphs): See SS-1105-7
', 3. Required Acceleration in Each Direction: See FNP Response Spectra 5/5 = F/B = V=
YI. If Oualification by Test. then Comolete:
. [ ] ran~ dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis i
- 3. No..of Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS tising Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) *
[ ] No
- 5. Input g-level Test 'at S/S = F/B = V=
. 7. Laboratoty Mounting:
- 1. [ ] Solt (No. , Size ) [ ] Weld (Length ) []
S. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: ,
1 l l
- 10. Other tests performed (such as fragility test, including results): )
. . l
. 110-27 g m r +- -
.. , .,. r+
Q.: W 12 - - VII. If Oualific'ation by Analysis er by th ' Combination of Test and Analysis, then Cetol ete :
- l. Description of Test including Results: "
- 2. Method of' Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis CX] Dynamic Analysis: [ ] Time-History - [X] Response Spectrum .
- 3. Model Type: [ ] 3D [)0 2D []1D
[ ] Finite Element [)G Beam [ ] Closed Form Solution 4.- [X] Cc=puter Codes: BMDAT, CANBM, SCANBM, M0MTS. BEAM, MDLDF, SM0MTS Frequency Range and No. cf medes considered: 5 modes [X] Hand Calculations l
- 5. Method of Combining Dynamic Responses: [X] Absolute Sum [ ] SRSS '
[ ]Other:
- 6. Dacping: 3%0BE,5%DBE Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Governing Lead . or Response Seismic Total Stress
.A. Identification Locatier Combination Stress Stress Allowable l
Effect Upon Functional B. Max. Deflection locatien . Ooerability 110-28
. ~ .
i
. :
- Ct. . S w
~
e- . 30 - - . Dualification Sun:ary of Ecutoment I. Plant Name: J.M. Farley Unit 2 ( . 7yo :
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Com:enent Name EXCESS FLOW CHECK VALVE
- 1. Scope:
[ ] NSSS [X3 BOP .
- 2. Model Number: FVL 48F Quantity:
* ~
- 3. Vendor: Marotta Scientiffe Controls
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
1 TEE BODN Check VL1
- 5. Physical Description a. Appearance 3" Nom Dia. Solenoid Opgr.
b'. Dimensions 10"(L) x 4.25"(W) x 7.75"(H)
- c. Weight NA
- l 6_ Location: Building: CTMT Bldg.
. Elevation: 108'-6" P-23
- 7. Field Mounting Conditions [ ] Bolt (No. . Size )
- [X] Weld (Leng:n }3" )
[] _
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA F/B: V:
- 9. a. Functional
Description:
Limit excess flow from containment.'
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[] Both . {X } None
- 10. Pertinent Reference Design Specifications:
SS-1102-127 -
. 110-26 .
- - ..v--- . - _ - . _ , - . _ , , - - - .
hy *
, h= ,
III. Is Ecuioment Available for Inscectientin the Plant: [ X' Yes [] No IV. Ecufement Qualification Method: Test: 'X , Analysis: Combination cf Test and Analysis: __ Test and/or Analysis by Ameriran Environmanti comnanv. inc. (name of Company or La:: oratory & Report No.) Y. Vibration Inout:
- 1. Loads considered: 1.[X] Seismic only 2.[ ] Hydrodynamic or.ly 2.[ ] Explosive only 4
4.C ]Other (Specify) 5.[ ]' Combination cf
- 2. Required Response Spectra (attach the graphs): See FNP Response Soectra
~
- 3. Required Acceleration in Each Direction:
5/5 = 3a F/B = 3g V= 33 VI. If Oualifi' cation by Test, then Comolete: - [ ] ran' dom
- 1. CX] Single Frequency [ ] Multi-Frequancy: [ ] sine beat
[X3 continuous sine sweep &
- 2. [ ] Sinole Axis [X] Multi-Axis dwell
- 3. No..of Qualification Tests: OBE SSE Other 2 { fvalve valve open closed (specify)
- 4. Frequency Range: 3 to 33 Hz
- 5. TRS e.nveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S - 3g F/B = 39 y . .G9
. 7. Laboratory Mounting: Clamped between Flanges
- 1. [ ] Bolt (No. , Size ') [ ] Weld (Length ) []
- 2. Functienal operability verified: [ ] Yes []No [X] Not Applicable
- o. Test Results including modifications made: No modification ~s, No physical damage. - Post seismic operation revealed no malfunctions
- 10. Other tests performed (such as fragility test, including results):
Hydro test - No physical dimage or seat leakage
. 110-27
o .
. o
.c. r p -
q==g VII. If Qualific' tiona by Analysis or by the' Combination of Test and Analysis, then Cc:al ete :
- l. Description of Test including Results: '
- 2. Method of' Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynanne Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS '
[ 30ther: (specify)
- 6. Dacping: Basis for the dacping used:
- 7. Support Considerat1cns in the model:
}
- 8. Critical Structural Elements:
Governing Load or Re:ponse Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upon Functional B. Max. Deflection Locatien . Ooerability e
110-28
G Q m-
. 10 , .
Qualification sent.ary of Ecutoment I. Plant Name: J.M. Farlev Unit 2 - Tyoe:
- 1. Utility: Alabama Power Company PWR y
- 2. NSSS: Westinchouse 3. A/E: Bechtel BWR II. Com:onent Name RELIEF VALVE
- 1. Scope:
[ ] NSSS [X] BOP .
- 2. F.adel Number: NA Quantity:
- 3. Vendor: Lonergan
- 4. If the component is a cabinet or p.'nel, name and model No. of the !
devices included:
- 5. Physical Description a. Appearance $NaYe hell!h' Valve
- b. Dimensions 9" x 6"
.s
- c. Weight 9 lbs.
- 6. Location: Building:
Auxiliarv
. Elevation:
- 7. Field Mounting Conditions [x] Bolt (No. 4 , Size 5/8")
.. [] Weld (Lengtn )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 202 Hz F/S: V:
- 9. a. Functional
Description:
Overoressuri zation relief
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
~
[] Both {X} None
- 10. Pertinent Reference Design Specifications:
7597-20-M6i
. 110-25
-r
. W -
11 -
.h III. Is Ecuiement Available for Insoection'in the Plant: [X,] Yes [] No
~
IV. Eouiement Oualification Method: Test: i Analysis: X Combination of Test and Analysis: . Test and/or Analysis by Lonergan (name cf Company or Lacoratory & Report No.)
. V. Vibratien Inout: -
- 1. Loads considered: 1.[ X] Seismic only 2.[ ]Hydredynamic enly S.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): Ste FNP Response Spectra -
- 3. Required Acceleration in Each Direction:
S/S = 3g F/B = 39_ V= 3g VI. If Oualification by Test, then Co:.4clete: 3 . [ ] ran' dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No.'.of Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS 6 sing Mult!-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
~
[ ] No S. Input g-level Test at S/S = F/B = V=
. 7. Laboratcry Mounting:
[ ] Weld (Length
~
- 1. [ ] Bolt (No._ , Size ) ) []
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
.- 110-27 e
, - - -- - -, ,- g
. ~'.
C-f=:+ q n.=
- ~
YII. If Qualific'ation by Analysis or by the' Combination of Test and Analysis, then Comol ete :
- 1. Description of Test including Results:
- 2. Method of' Analysis:
i [X] Static Analysis [ ] Equivalent Static Analysis - l
, [ ] Dynamic Analysis: [ ] Time-History -
{ [ ] Response Spectrum 1
- 3. Model Type: [ ] 3D [X] 2D []10
[ ] Finite Element [X] Beam [ ] Closed Form Solution 4.- [ ] Computer Codes: I Frequency Range and No. of modes considered: [X] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS -
[ ]Qther: (specify)
- 6. Dartoing: Basis for the damping used:
- 7. Support Considerations in the model: Flance
- 8. Critical Structural Elements: .
Governing Load or Response seismic Total Stress
.A. Identification Location Combination Stress Stress Allowable 1
Cast Body 16,200 Effect Upon Functional Max. Deflection Location
~B. .
Ooerability ! Not Calculated - 110-28 i
. : . g .
g '
. ,o . - -
Qualification Surraarv of Ecuicment 1
, l J.M. Farley Unit 2 '-
- 1. Plan
- Name: Tvoe:
- 1. Utility: Alabama Power Conipany PWR X i
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR
. .)
i II. Comconent Name CONTAINMENT PURGE ISOLATION VALVE
- 1. Scope: [ ] NSSS
[ X] BOP , ,
- 2. Model Number: 48" NRIA w/BETTIS T520-SR2 Quantity: 4
- 3. Vendor: Henry Pratt Company * ,
- l
- 4. If the co=ponent is a cabinet or panel, name and model No. of the l devices included:
- 5. Physical Description a. Appearance Butterfly Valyc 48" I.D.
- (Valve Only)
- 6. Dimensions 69 ll/16"(H) X 59 h" (W) .
98 5/8" (H) 115 3/4"(W) X 20"(D) (Valve & Actuator)
- c. Weight 6550# valve and operator Auxiliary Building - v281, V284 .
~
- 6. Location: Building: Containment Building - V282, V283
. Elevation: 130'-6"
- 7. Field Mounting Conditions [X] Solt (No. 44 , Si:e 1" )
[X] Weld (Lencen 138" ) []
- 8. Natural Frequencies in Each Direction (Side / Side, Frent/Back, Vertical):
. S/S: NA F/B: V:
- 9. a. Functional
Description:
Containment Air sucolv A exhaust closing time 5 seconds - fail closed
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[] Both Neither -
- 10. Per.inent Reference Design Specifications:
SS-1102-50
- I
. 110-25
g
- (9 .
l g III. Is Ecuiement Available for Inscettion'in the Flant: [] Yes [] Ho
~
IV.. Ecuioment Oualification Method: Test: i Analysis: X Cembination of Test and Analysis: . Test and/or Analysis by Henev Pratt Company' - Reoort # D-0006-1 (name cf Company or Labcratory & P.eport tio.) . Y. Vibratien Incut:
- 1. Loads censidered: 1.[ MSeismic only 2.[ ] Hydrodynamic enly 2.[ ] Explosive only 4.[ 30ther (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP Resoonse Soectra
~
- 3. Required Acceleration in Each Direction:
S/S = 3a F/3 = 3g V= 39 VI. If Oualifi' cation by Test then Comolete:
. [ ] ran' dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No..cf Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No Input g-level Test at
~
- 6. S/S = F/B = V=
. 7. iaboratcry Mounting: '
- 1. [ ] Bolt (No. , Si:e ) [ ] Weld (Length ) []
- 8. Functional operability .>erified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test-Results including mcdifications made:
- 10. Other tests performed (such as fragility test, including results):
e
. 110-27 e
g
. '. g ,
. . . .j
' * * ^
VII. If Oualific'ation b- Analysis e _ oy the Combination of Test and Analysis, then Comol ete:
- 1. Description of Test .aucing Results: '
- 2. Method of' Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 20 [X] 10
[ ] Finite Element [ ] Beam EX] closed Form Solution
- 4. - [ ] Computer Codes:
- Frequency Range and No. of codes considered: .
l
. [ X] Hand Calculations !
l
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS '
[ ]Qther: (specify)
- 6. Damping: Basis for the damping used:
- 7. Support Considerations in the model: Body assumed fixed
- 8. Critical Structural Elements: i l
Goveming Load . l
. or Response Seismic Total Stress ;
.A. Identification Location Combination Stress Stress Allowable I Effect Upon Functional S. Max. Deflection Locat' ion . Ooerability 110-28
. [:. - O v.;=
^
u-
. 10 e -
Qualification Sunr.ary of Ecutoment I. Plant Name: J . M. Fa rl ev Uni t 2 Tyoe:
- 1. Utility: Alabama Power Comnany PWR X
- 2. NSSS: Westinahouse 3. A/E: Bechtel BWR II. Cocconent Name 60" MOTOR OPERATED BUTTERFLY VALVE
- 1. Scope: [ ] NSSS [ X} BOP
- 2. Medel Number: Tri ton-XL Quantity: 6
~ '
- 3. Vendor: Henry Pratt Company
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance
- b. Dimensions 73" Dia. , 20" lenoth
- c. ' dei ght Operator - 11008 Valve - 88005 Building:
- 6. Location: River water structure and valve box at S.W. structure
. Elevation: 105 '-6" and 183 '-0"
- 7. Field Mounting Conditions [ X) Bolt (No. 52 , Size l-3/4?
.- [] Weld (Leng n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: F/B: V:
- 9. a. Functional
Description:
On/off service - separates river water pump trains; river water bypass to pond
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown
[x] Both
- 10. Pertinent Reference Design Specifications:
m
. 110-25
1
~ '
r t (b W
. . l
\
III. Js Ecuiomeni: Available for insgection'in the Plant: [X] Yes [] No IV. Ecuic=en: Oualification Method: Test: i Analysis: X Combination of Test and Analysis: . Test and/or Analysis by Henry Pratt Company (name of Cer:pany or Laccratory & Report No.)
. Y. Vibration Incut: -
- 1. Loads considered: 1.[ ] Seismic only 2.[ ] Hydrodynamic cr.ly S.[ ] Explosive only 4.[ ]Other (Specify) 5.[X] Combination of 1&2 ;
- 2. Required Response Spectra (attach the graphs): See FNP Response Soectra '
- 3. Required Acceleration in Each Direction:
5/S = 30 F/B = 3a V= ag YI. If Oualification by Test, then Comolete:
' .- [ ] raridom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
. []
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. .of- Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) '
[ ] No
- 6. Input g-level Test 'at S/S = F/3 = V=
- 7. Laboratcry Mounting:
- 1. [ ] Bolt (No. , Si:e ) [ ] Weld (Length ) []
- 8. Functional operability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
1 e
. 110-27 t
4 - g 12 - - VII. If Qualific' tion a by Analysis er by th ' Combination of Test and Analysis, then Cocolete:
- l. Descriptien of Test including Results: *
- 2. Method of Analysis: "I ' ' 2' ' !" r d ~ * ~ 4-
[X) Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: [)0 3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Seam [X] Closed Form Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. cf modes considered: - [x] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS '
[ ]Dther: (specify)
- 5. Damping: Basis for the damping used:
- 7. Support Considerat1cns in the model:
}
- 8. Critical Structural Elements: .
Governing Lead
. or Response Seismic Total Stress
, A. Identification Location Combination Stress St ess Allowable Effect upon Functicnal B. Max. Deflection Location Ocerabilitv D
110-28
..'*- .. : - C.. w
. C'-
v
- 1D -
- Qualification Summary of Ecutoment I. Plant Name: J.M. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Com:onen: Name PRESSURE SWITCH
- 1. Scope:,
[ ' NSSS D(3 BOP ,
- 2. Model Number: 604GCX Quantity: 4
- 3. Vendor: Custom Component' Switches
- 4. If the component Is a cabinet or papel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Rectangular Aluminum Box with Press Por and conduit conn.
- b. Dimensions 6-1/4" x 4-3/4"x 2-3/4"
- c. Weight ils lbs.
- 6. Lccation: Building: River Water Structure
. Elevation: 105'-0"
- 7. Field Mounting Conditions [X] Bolt (No. , Size )
- [] Wald (Leng:n )
[3
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
No resonance found
. S/S: at frecuencies F/B: a as S/S V: #-as S/S 5 - 150 Hz
- 9. a. Functional
Description:
Actuates alarm on 200si decreasing river water header pressure
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown D(3 Both .
- 10. Pertinent Reference Design Specifications:
. 110-25
hs * (# ' l Is Ecuipment Available for Insoection4n the Plant: [] No III. [X.] Yes IV. Ecuicment Qualificatien Method: Test: X < Analysis: Combination of Test and Analysis: . 1 Test and/or Analf sis by Custom Component Switches (name of Ccmpany or Lacoratory & Report tic.) Y. Vibratien Incut:
- l. Loads censidered: 1.[X] Seismic only 2.[ ]Hydredynamic or.ly 3.[ ] Explosive cnly 4.[ ]Other (Specify) 5.[ ]Co 51 nation of .
~
, 2. Required Response Spectra (attach the graphs): See FNP Response Spectra
~
- 3. Required Acceleration in Each Direction:
S/S = 3g F/3 = 3g V= 3g YI. If Oualifi' cation by Test then Comolete:
._ [ ] random
- 1. [X] Single Frequency [ ] Multi-Frequency: [X ] sine beat
[]
- 2. [X] Single Axis [ ] Multi-Axis
- 3. No..of Qualification Tests: OBE SSE Other (spectfy) 4 Frequency Range: 5 - 150 - 5 Hz
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S = 39 F/B = 3g V= 3g
- 7. Laboratory Mounting:
- 1. [X3 Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: Pressure switch met or exceeded all requirements per SQS IEEE standard 344-1971;no electrical contact-chatter or to vibration
- 10. premature actuation due(such as fragility test, including results):
Other tests performed
. 110-27
C.. (y 12 - - VII.- If Oualific'ation by Analysis er by the Combination of Test and Analysis, then Corol ete :
- l. Descriptien of Test including Results: *
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: []3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ 3 Closed Fem Solution
- 4. [ ] Co::puter Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations S. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS - [ ]Other: (specify)
- 6. Dar:pi ng: Basis for the dar: ping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements:
Governing Lead ~
. or Response Seismic Tctal Stress
.A. Identification Location Combination Stress Stress Allowable l
~
Effect Upon Functicnal B. Max. Deflection Location Coerability
-110-28 l l
. . : . g .
g ,
. 10 , .
Qualificatien Sunr.ary of Ecuioment I. Plan Nzme: J.M. Farlev Unit 2 Type:
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinahouse 3. A/E: Bechtel BWR II. Comconent Name 4.15KV SWITCHGEAR
- 1. Scope: -
[ ] NSSS [X] BOP . -
- 2. Model Number: NA Quantity: 1 Set
- 3. Vendor: Allis-Chalmers ,
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Refer to master parts list for busses 2F, 2G, 2H, 2J, 2K and 2L i
- 5. Physical Description a. Appearance Vertical Panel
- b. Dimensions Approx 26"W x 71"H x 74"O (sach panel)
- c. 'n'ei ght Approx 2l00 pounds - each panel 4
- 6. Location: Building: 2F,2G-Aux bido. elevation 139'-0" & 121'-0" 2H,2J-Diesel bldg. elevat1on 155'-0"
. Elevation: 2K,2L-Serv. water bida. elevation 188'-6"
~
- 7. Field Mounting Cenditions [ ] Bolt (No. . Size )
- NA [] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Ba:k, Vertical):
. S/S: 7.5 Hz F/B: 9Hz,13Hz y: None
- 9. a. Functional
Description:
Class lE 4.16 KV Switchgear
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[X] Both
- 10. Pertinent ?.eference Design Specifications:
SS-1102-38 -
. 110-26
_ -m. - y- - - - - pe
- C= -
i-
. v C*_ :
. 11 , ,
~
III. Is Ecuiement Available for Inscection'in the Plant: [X] Yes L] No IV. Ecuioment Ctalification Method: Test: Is Analysis: Combination of Test and Analysis: ~ Allis Chalmers Seismic Test Fa n i uy Test and/or Analysis by Test. Report 40012-pR-3004 and 8971-ST-937-(name of Ccmpany or Lacoratory & Report t o.)
. Y. Vibration Incut:
- 1. Loads censidered: 1.[ X] Seismic only 2.[ ]Hydredyna=ic caly 3.[ ] Explosive caly 4.C 3Cther (Specify) 5.[ ]'Combinatica cf
- 2. Required Response Spectra (attach the graphs): OBE & SSE for 3 locations
", 3. Required Acceleration in Each Direction: See FNP Response Spectra S/S = F/B = V=
VI. If Oualification by Test, then Comolete: [ ] ran' dom
- 1. [X] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] sine dwell
- 2. [X] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OBE SSE Cther 20 each axis (specify)
- 4. Frequency Range: 1 - 30 Hz (Sine dwell)
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test 'at S/S = 0.50 F/B = 0.50 V = 0.5g
. 7. Laboratory Mounting:
- l. [x] Bolt (No. 8, Si:e 5/8") [ ] Weld (Length ) [] _
- 8. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: Acceotable - no st'ructural damace. - some acceptable relay chatter
- 10. Other tests performed (such as fragility test, including results):
resonance search at 0.29 input and 0.5 actave per minute
. 110-27
*'. {l.,9 .
(_;;:
. e VII. If Qualific~ ation by Analysis or by th ' Combination of Test and Analysis, then Cecol ete: Not Applicable
- 1. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum -
- 3. Model Type: [ ] 3D [ ] 2D []10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Cc=puter Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]0ther: (specify)
- 6. Dancing: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Governing Lead or Response Seismic Total Stress
.A. Identification Locatien Combination Stress Stress Allcwable Effect Upen Functicna'.
B. Max. Deflection Locatien Ooerability __ 110-28 r- ~
. . (g-
, (, .
~
10 - - Qualification Sc=r.ary of Ecuicment I. Plan: Name: J.M. Farlev Unit ? IYDe:
- l. Utility: Alabama Power Comoany PWR X
- 2. NSSS: Wes tinahouse 3. A/E: Bechtel BWR II. Com:enent Name MEDIUM V0LTAGE ELECTRICAL PENETRATION
- 1. Scope: ,
[ ] NSSS [x] BOP ,
- 2. Model Number: 127D1643 Quantity: 6
- 3. Vendor: General Electric C6mpany
- 4. If the ccmponent is a cabinet or panel, name and model No. of the devices included: ._
- 5. Physical Description a. Appearance Cylindrical Weldment
- b. Dimensions Approx 60" (not includino J Boxes)
- c. Weight 6.
Location: Suilding: Containment
. Elevation: 139'-0"
- 7. Field Mounting Conditions [ ] Bolt (No. , Si:e )
[X] Weld (Leng:n 100f Circumferencial [3
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
, S/S: no -esonant frecuen-F/B: 4 S/S V: # S/S
~
cies oelow danz
- 9. a. Functional
Description:
Pressure tioht containment Denetration for electrical circuits l
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[y] Both .
- 10. Pertinent Reference Design Specifications:__
SS-ll~02-64
. 110-26 i
- . - _ _ , ~.
-- . - (;; ,
(=# !
* - ~
.11 - ,
III. Is Ecuiement Available for Inspection'in the plant:
~
[X] Yes [] No IV. Ecuioment Oualification Method: Test: X s Analysis: Combination of Test and Analysis: San Jose Test Facility Test and/or Analysis by General Electric Conicany (name of Company or Lacoratory & Report No.)
. V. Vibration Inout:
- 1. Loads censidered: 1.[X] Seismic only 2.[ ] Hydrodynamic only 2.[ ] Explosive only 4.C ]Other (Specify) 5.[ ]' Combination of .
Required Response Spectra (attach the graphs): OBE & SSE RRS for containment @ 2. elevation 155'-0"
', 3. Required Acceleration in Each Direction:
i . S/S = .129 ZPA F/B = .llo ZPA V= .108o 7DA VI. If Oualifi' cation by Test, then Comolete:
.. [ ] ran' dom
- 1. [X] Sir.;le Frequency [ ] Multi-Frequency: [X3 sine beat
[X 3 d"a dwall
- 2. [X] Single Axis [X] Multi-Axis 9fi sine dwell
- 3. No..of Qualification Tests: OBE SSE Other 20 sine beat (specify)
- 4. Frequen:y Range: 1 - 33 Hz
- 5. TRS enveloping RRS using Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) *
[ ] No
- 6. Input g-level Test at S/S = .250 F/B = 1.0a V = 0.5g
. 7. Laboratory Mounting: 100".
Circumferential
- 1. [ ] Bolt (No. , Size ) [X] Weld (Length _ ) []
- 8. Functional cperability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modificztions made: accantabla - no structural damace-no pre;;sure decay, no electrical malfunctions
- 10. Other tests perfor=ed (such as fragility test, including results):
m
. s
. 110-27
~ '
.=* . ' ,h..
12 - r VII. If Oualific~ ation by Analysis or by the'Com.bination of Test and Analysis, then Cc:31 ete:
- l. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-Histcry -
[ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. . [ ] Coquter Codes:
Frequency Range and No. of modes considered:
-. [ ] Hand Calculations
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ 30ther: (specify)
- 6. Damping: Basis for the daging used:
- 7. Suppert Considerations in the model:
- 8. Critical Str.:ctural Elements: .
Governing Lead
. or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upon Functional
- 3. Max. Deflection Locatien . Ocerabilitv L 110-28 '
..: . : . q;; .
-(;;
. ,o . - -
Qualification Summarv of Eauic=ent I. Plant Name: J.M. Farley Unit 2 Tyce:
- 1. Utility: Alabama Power Company p'gg y
- 2. NSSS:Westinohouse 3. A/E: Bechtel BWR II. Com:onent Name POWER CENTER TRANSFORMER
- 1. Scope: -
[ ] NSSS D() BOP .
,2. Medel Number: PAV0123 & PAV0126 Quantity:
- 3. Vendor: Westinghouse Elect'ric Corporation
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N;
- 5. Physical Description a. Kppearance Metal enclosed structure PAV 0126 35" x 20S" x 62-3/4"
- 6. Dimensions PAV 0123 441" 3 x 2ch" x 78"
- c. Weight PAV0123 3100 lbs, PAV0126 1510 lbs,
~
- 6. Location: Suilding: Auxiliary Building, River Intake
- Elevation: Aux. Blda. 121', 139' & 155' River Intake- 102'
- 7. Field Mounting Conditiens [ ] Bolt (No. , Si:e )
-- NA [] Weld (Leng n )
[]
- 8. Natural Frequencies in Each, Direction (Side / Side, Front /Back, Vertical):
. S/S: 10Hz F/B: 10Hz V: None Part of Power Distribution System
- 9. a. Functional
Description:
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown Ec] Both
- 10. Pertinent Reference Design Specifications:
ss-1102-44"
. 110-26 ,
i
. 6- .
6
- l
- Il - , . !
III. Is Eculoment Available for Insoection'in the Plant: [X,3 Yes [] No IV. Ecuioment Oualification Method: Test: s Analysis: Combination of Test and Analysis: X Test and/or Analysis by Westinghouse-Recort # SBR-73-3 (name of Cc:pany or Lacoratory 5 Report tio.) . Y. Vibration In:ut:
- 1. Loads considered: 1.[x ] Seismic only 2.[ ] Hydrodynamic cr.ly S.[ ] Explosive caly 4.[ ]Other (Specify) S.[ J'Combinatien of Response Spectra for OBE
- 2. Required Response Spectra (attach the graphs): & SSE Aux. bido. and river intake'
', 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = V=
1 VI. If Oualification bv Test, then Comolete:
. [ ] random
- 1. [X] Single' Frequency [ ] Multi-Frequency: [X] sine beat
[]
- 2. [^] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range: 0.5Hz to 25Hz
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) 0.5g(1 -5Hz) [ 3 h'0
.S. Input g-level Test'at S/S = 1 nats-1nyz) F/B = <== Y = same
. 7. Laboratory Mounting: NA
- 1. [ ] Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional ' operability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: ar, ons hi o _ nn <+r.c+,,r31 damage.
- 10. Other tests performed (such as fragility test, including results):
~
. 110-27
(p [g},.;
\ ~
VII.- If Oualific'ation by Analysis.or by th ' Combination of Test and Analysis, then Cocolete:
- l. Description of Test including Results: Prototype test of larger transformer -
(1500 KVA), single frequency, single axis resonance-search'and sine beat
- 2. Method of Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [X]1D
~
[ ] Finite Element [X] Beam []ClosedFormSolution
- 4. - [ ] Computer Codes:
Frequency Range and No. of modes considered: [X] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS -
[ ]Qther: (specify)
- 6. Danci ng: Basis for the damoing used:
i 7. Support Considerations in the model:
-' 4 l
- 8. Critical Stractural Elements: . l l
Governing Load l or Response Seismic Total Stress '
, A. Identification Location Combination Stress Stress Allcwable Tie Plate Top of 1500KVA= 643 psi - Vibration tested ;
core & 1000KVA= 257 psi j coil 300KVA= 355 psi !
. Effect Upon Functional
- 3. Max. Deflection Locatien Ooerability N/A -
j l 110-23 d
, g , -
-y -
_w
e . h - ($
. 10 , .
Qualification Summary of Ecuioment I. Plant Name: J.M. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Power Company PWR y
- 2. NSSS: L'es ti nchouse 3. A/E: Bechtel SWR
. II. Com:enent Name AKD-5LOWVOLTAGESWITCHGEdR
- 1. Scope: [ ] NSSS
[ilBOP ,
- 2. Medel Nu=ber: AKD-5 Quantity:
- 3. Vendor: General Electric' Company
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
as stated on bill of material
- 5. Physical Description a. Appearance Switchoear cubicle i
- b. Dimensions Stack el 26"x72"x30"
- c. Weight Approximately 8000#-each panel
~
- 6. L6:ation: Building: Aux. Bldg. Service Intake Structure
- Elevation: Aux Bldg. 121', 139' & 155' Service Intake 188'
- 7. Field Mounting Conditions [ ] Bolt (No. . Size )
. [X3 Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical): ,
. S/S: F/B: 9 Hz V:
- 9. a. Functional
Description:
DC switchgear
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[X] Both .
- 10. Pertinent Reference Design Specifications:
SS-1102-52
. 110-26
,- - m -
r *
- r. l w
- - ~*
, 4
- III. Is Ecuicment Available fer Inscection'in the Plant: [] Yes
[] No IV.. Ecuiomen: Qualification Me: hod: Test: .X Analysis: Combination of Test and Analysis: . Report No. uLar-i Test and/or Analysis by_ General Electric APPOLO Systems Dept. (name et Company or Laccratcry & Report tic.)
. Y. Vibration In:ut:
- 1. Loads considered: 1.[X] Seismic only 2.[ ]Hydrodynar::ic cnly 3.[ JExplcsive only 4.[ ]Other (Specify) 5.[ ]'Cc:bination cf _
OBE & SSE RRS - Aux. Bldg. -
- 2. Required P,esponse Spectra (attach the graphs): and H ver Intake Structure
- 3. Required Acceleration in Each Direction: See FNP response spectra .
S/S = //B = V=
~
VI. If Oualiff' cation by Test. then Comolete: [ ] rindem
- 1. .[ X] Single Frequency [ ] Multi-Frequency: [ ] sue beat
~ [X]sinesweep
- 2. [X] Single Axis [ ] Multi-Axis Resonance search,
- 3. N':. of Qualification Tests: OBE SSE Other sine sweep
. 4. Frequency Range: 5 - 500 Hz
- 5. TRS enveloping RP,5 dsing Multi-Frequency Test [ 3 Yes (Attach TRS & RP.S graphs) '
[ ] No 0.Eg
- 5. Input g-level Test 'at S/S = 0.5g pfg . y , 0.5g
. 7. Laberatory Mounting:
- 1. [X] Solt (No. . Site ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [ X] Yes [ ] No [ ] Not Applicable
- 9. Test Res"Its including modifications made: Acceptable - no structural damage -
Ecuipment remained functional
- 10. Other tests pe:-formed (such as fragility test, including results):
e
. 110-27
- y
~ ~
.h. . . C-
. .. rg .
w= , l 12 - e VII. If Oualification by Analysis or by th 'Com.bination of Test and Analysis, then Cecole:e:
- l. Descriptica of Test including Results: *
~
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis -
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Coquter Codes:
Frequency Range and No. of modes considered: [ ] Hand Cale ilattens S. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS [ ]Dther: (specify)
- 6. Daging: Basis for the daging used:
- 7. Support Considerations in the model: ,
- 8. Critical Stnactural Elements: .
Governing Lead
, or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress A11 cwable
*(
' Effect Upen Functional B. Max. Deflection Locatfen . Coerability 9
110-28
~
6 4
.~ . .
r (g.5 (..
. 30 ,
Qualification Sume.ary of Ecuicment I. Plant Name: J.M. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Power Company pyg X
- 2. NSSS: Westinghouse 3. A/E: Southern Co. BWR Services II. Com:enent Name BATTERIES
- 1. Scope: -
[ ] NSSS [X] BOP .
- 2. Model Number: 3DCJ-3 Quantity: 4
- 3. Vendor: C & D Batteries (Division of kLTpA Corporation) .
- 4. If the co..ponent is a cabinec or panei, ce anc model No. of the devices included:
- 5. Physical Description a. Appearance
- b. Dimensions 5-9/32"W x 7-3/8"D x 10-5/16"H
- c. Weight 27# each
- 6. Location: Building: Service Water
. Elevation: 188'-9"
- 7. Fi;1d Mounting Conditions [ ] Bolt (No. , Size )
in-Rack [] Weld (Lengen ) []
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 27 H2 F/B: None below 33 HZ VNone below 33 Hz
- 9. a. Functional
Description:
Provide 125V.D.C. Power ,
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown
[X] Both
- 10. Pertinent Reference Design Specifications:
e
. 110-26 '
.. e .
( l
, N -
, 4-
.11 III. Is Ecuioment Available for Inspection'in the Plant: [X] Yes [] No IV. Eouiement Cualification Method: Test: X Analysis:
Corbination of Test and Analysis: . Test and/or Analysis byTTITesting Laboratories, Inc. (name of Ccepany or Lacoratory & Report No.) . Y. Vibration Inout: .
- 1. Loacs considered: 1.[ X] Seismic only 2.[ ] Hydrodynamic only 2.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]'Corbination of
- 2. Required Response Spectra (attach the graphs): See FNP response spectra
- 3. Required Acceleration in Each Direction:
S/S = 0.169 (ZPA) F/B = 0.16g (ZPA) y= 0.159 (ZPA) VI. If Oualification by Test. the.1 Comolete:
. [ ] ran' dom
- 1. [x] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] sine dwell
- 2. [ ] Single Axis [X] Multi-Axis
- 3. No..of Qualification Tests: OBE SSE Cther 3 sine dwell tests (specify)
- 4. Frequency Range: 27HZ,33 Hz
- 5. TRS enveloping RRS tis : 'g Multi-Frequency Test [ ] Yes (Attach TR5 & RRS graphs) *
[ ] No
- 6. Input g-level Test 'at S/S = 1.6a F/B = 1.5a y = 1.39
- 7. Laboratory Mounting: -
- 1. [X] Bolt (No. 20 , Size h" ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: no malfunction
- 10. Other tests performed (such as fragility test, including ruults):
Resonant Frequency Search
. 110-27
- . _ - - _ , , _.__,,s- _ , .
~ . : tg (??
VII. If Qualifica' zion by Analysis or by the' Combination of Test and Analysis. then Co=olete:
- 1. Description of Test including Results:
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ]' Dynamit Analysis: [ ] Time-History - [ ] Response Spectrum -
- 3. Model Type: [ ] 3D [ ] 2D []10
~
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS -
[ ]Other: (specify)
- 6. Damping: Basis for the damping used:
- 7. Support Considerations in the model:
S. Critical Structural Elements: Governing Load or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upen Functional
- 3. Max. Deflection Location Ooerability e -
110-28
.- . . o (hi:
)
10 . Qualification Summary of Ecuioment
- 1. Plant Name: J.M. Farlev Unit 2 -
Type:
- 1. Utility: Alabama Power Company PWR X
' ~
- 2. NSSS: Westinahouse 3. A/E: SCSI BWR II. Coe.conent Name BATTERY CHARGERS
- 1. Scope: [ ] NSSS D() BOP .
- 2. Model Number: lARR130AC3 Quantity: 2 C & D Batteries (Division of ELTRA Corporation)
~
- 3. Vendor:
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance
- b. Dimensions 17"W x 144"D x 12"H
- c. Weight 60#
- 6. L6 cation: Building: Service Water
. Elevation: 188'-9"
- 7. Field Mounting Conditions [X] Bolt (No. , Si:e )
.. [] Weld (Lengen )
E]
- 8. Natural Frequencies in Each, Direction (Side / Side, Front /3ack, Vertical):
4
. js[S: None below 33 Hz F/B: None below 33 Hz V:None below 33 Hz
~
- 9. a. Functional
Description:
Maintain charce on 125 v.D.C. batteries. l
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown D() Both .
- 10. Pertinent Reference Design Specifications:
~
I I '
. 110-26
-~-- , ,g , - - - . , .
(y ' (mg f
. 11 ,
III. Is Eouioment ,sailable i'or Insoection'in the Plant: [X] Yes [] No IV. Ecuiement Oualification Method: Test: Ii Analysis: Combination of Test and Analysis: Test and/or Analysis byTII Testino Laboratories. Inc. (name of Company or Lacoratory & Report No.)
. V. Vibration In ut:
- 1. Loacs considered: 1.[X] Seismic only 2.[ ] Hydrodynamic caly 3.[ ] Explosive only 4.[ 30the (Specify) 5.[ ]'Ccmbination of _
- 2. Required Response Spectra (attach the graphs): See FNP response spectra
- 3. Required Acceleration in Each Direction:
0.16g(ZPA) 0.16g(ZPA) y= 0.15g(ZPA) S/S = F/3 = YI. If Oualifi'ca icn bv Test, then Comolete:
. [ ] randem
- 1. [X] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] sine dwell
- 2. [X] Single Axis [X] Multi-Axis
- 3. No..of Qualification Tests: OSE SSE Other 3 sine dwell tests
- 4. Frequency Range: 27HZ,33 Hz
- 5. TRS enveloping RRS dsing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test 'at S/S - 1.69 F/B = 1.59 y = 1.39
- 7. Laboratory Mounting:
- 1. [X] Bolt (No. 8 , Size k" ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: no malfunction l 10. Other tests performed (such as fragility test, including results):
Resonant Frequency Search ' l l .-
- 110-27 I
~
' r .. C_
rg , t gs 4 VII. If Qualific'ation by Analysis or by th ' Combination of Test and Analysis, then Co=clete:
- 1. Description of Test including Results: -
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis
, [ ] Dynamic Analysis: [ ] Time-History -
[ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D []10
~
[ ] Finite Element' [ ] Beam [ ] Closed Form Solution
- 4. - [ -) Computer Codes:
Frequency Range and No. of modes considered:
'. [ ] Hand Calculations
- 5. Method.of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Qther: (specify)
- 6. Daccing: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Govern.ing Load or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upen Functicnal
- 3. Max. Deflection Location Doerability l
I 110-28
. g .
g -
. 10 , .
Qualification Sunr.ary of Ecuioment I. Plant Name: J.M. Farley Unit 2 ' Tyoe:
- 1. Utility: Alabama Power Company PWR v
- 2. NSSS: Wes tinchouse 3. A/E: SCSI BWR II. Ccm:onent Name BATTERY RACK
- 1. Scope: [ ] NSSS D(] BOP
- 2. Medel Number: NA Quantity: 2 C & D Batteries (Di' vision of ELTRA Corporation)
- 3. Vendor:
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance
- 6. Dimensions 3'-0"W x 13 5/8"D x 30 13/16"H
- c. Weigh: 85#
- 6. Location: Building: Service Water
. Elevation: 188'-9"
- 7. Field Mounting C nditions [X] Bolt (No. 6 . Si z e. 3]J"_)
[] Weld (Lengtn ) []
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
S/S: very laroe F/S: 28.6 Hz V:56.6 Hz
- 9. a. Functional
Description:
support 20 batteries
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown OC] Both
- 10. Pertinent Reference Design Specifications:
. 110-25
( l
, W -
W
..n - , . t III. Is Ecuiement Available for Insoection'in the Plant: [X] Yes [] No IV. Ecuicment Oualification Method: Test:
Analysis: X Combination of Test and Analysis: . Test and/or Analysis by Alabama Power Company (name cf Ccepany or Lacoratory & Report tio.) Y. Vibration In:ut:
- 1. Loacs considered: 1.[ x] Seismic only 2.[ ]Hydrecynamic only S.[ JExplesive only 4.[ ]Other (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resoonse soectra
- 3. Required Acceleration in Each Direction:
0.16g ZPA 0.15g ZPA y. 0.15g ZPA S/S = F/B =
'YI. If Oualification by Test, then Comolete:
. [ ] random
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. .cf Qualification Tests: OSE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping PP.S dsing Multi-Frequency Test [ ] Yes (Attach TRS & RP.S graphs) '
[ ] No
- 5. Input g-level Test 'at S/S = F/B = y=
. 7. Laboratcry Mounting:
- 1. [ ] Solt (No. , size ) [ ] Weld (Length ) [] ,
- 8. Functicnal cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
. 110-27 l
\_
~
~g g VII. If Ocalification by Analysis or by th ' Combination of Test and Analysis, then comolete:
- 1. Description of Test including Results: "
- 2. Method of Analysis:
[X] Static Analysis [ ] Equivalent Static Analysis
~
[ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D D(310
[ ] Finite Element [X] Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
Frequenty Range and No. of modes considered: [X] Hand Calculations S. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS ' [ ]Dther: (specify)
- 6. Darping: Basis for the damping used:
- 7. Support Considerations in the model: No flexibility in hold down bolts
- 8. Critical Structural Elements: .
Governing Load or Response Seismic Total Stress
.A. Identific. tion Location Combinatien Stress Stress Allowable No element significantly stressed.
Effect Upen Functional
- 3. Max. Deflection Location . Ocerability e
110-28 m-,,
e. n
.
- o h. ::.=- ==
Qualification Summary of Ecuiccent I. Plant Name: J.M. Farley Unit 2 ' - Tyoe:
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinchouse 3. A/E: scs! BWR II. Com:enent Name DIESEL GENERATOR RELAY PANEL
- 1. Scope: .
[ ] NSSS [)0 BOP .
- 2. Model Nu=ber: Custom Built Quantity: 5
' ~
- 3. Vendor: Wolfe & Mann Manu'facturing Company
- 4. If the cc=ponent is a cabinet or panel, name and model No. of the devices includad: relays CFVB, HFA, HEA, RRX147, l AV. GFD12.
lHCV, l AC, ICW, CEH51 A, switch M4 .
- 5. Physical Dest.-iption a. Appearance
~
- b. Dimensions 24"W x 25b"D x 90"H
- c. Weight NA
- 6. Location: Building:
~
Diesel
. ~1evation: 1:v _na
- 7. Field Mounting Conditions [X] Bolt (No. 4 , Si:e 4" )
- [] Weld (Lengtn )
[]
- 8. Natural Frequencies in Each. Direction (Side / Side, Front /Back, Vertical):
No res found in
. S/S: 1-33 Hz F/B: Same as S/S V: c a -9 as s/s
- 9. a. Functional
Description:
Diesel Protection , _ _ _ _
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[X] Both
- 10. Pertinent Reference Design Specificaticns:
110-25
** L i
*' v .
e , - -
. 11 - ,
III. Is Eoui:: ment Available for Inscection'in the Plant: [X] Yes [] No IV.. Ecuicmen Oualification Method: Test: Ns Analysis: Cembinatien of Test and Analys,is: . Test and/or Analysis by Wyle Labs Report No. 42613-1 (name of Company or Laceratory & Report No.)
. V. Vibration Incut:
- 1. Loads considered: 1.[X] Seismic only 2.[ ] Hydrodynamic Only 2.[ ] Explosive caly 4.[ ]2ther (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resconse soectra
~
- 3. Required Acceleration in Each Direction:
S/S = 0.20 ZPA F/B = 0.20 ZPA V= 0.130 ZPA VI. If Oualification bv Test, then Comolete: [ ] random
- i. [ X] Single Frequency [ ] Multi-Frequency: [X] sine bea:
[]
- 2. [ ] Single Axis [ X] Multi-Axis
- 2. Nc. of Qualification Tests: OBE SSE Other 7 sine beat tests 4 Frequency Range: 1.5Hz - 27 Hz
- 5. TP.S enveloping RP.S u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-level Test'at S/S = 0.2g F/B = 0.20 V = 0.13g
. 7. Laboratcry Mounting:
- 1. [X] Bolt (No. , Size ) [ ] Weld (Length ) [] .
S. Functional operability verified: [ y) Yes [ ] No [ ] Not Applicable
- 9. Test Res. '.;; including modifications :nade: CFVB relay chattered at 1.5, 2, 4. 5 Hz otherwise structural integrity and performance was demonstrated !
! 10. Other tests performed (such as fragility test, including results): I ' Resonance Frequency Search' f ,
. 110-27
Q. G l VII. If Qualific'ation by Analysis or by th 'Cc=bination of Test and Analysis. then Cecol ete :
- l. Descriptien of Test including Results: -
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [ ] Dynamic Analysis: [ ] Tire-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 10
[ ] Finite Element [ ] Beam [ ] Closed Form Solutien 4.$ [ ] Computer Codes: Frequency Range and No. of modes considered: [ ] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Qther: (specify)
- 6. Dampi ng: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Structural Elements: .
Governing Lead cr Reshense seismi c Total Stress
, A. Identification Location Ccmbination Stress Stress Allowable i
. l
, 1 I
Effect Upon Functicnal B. Max. Deflection locaticn Ooerability 110-28 _ . _ _ _. , m y _.- ,.
. g g -
. 30 , .
Qualification Su=ary of Eouioment I. Plant Name: J.M. Farlev - Unit 2 Tyoe:
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinghouse 3. A/E: SCSI BWR II. Com:ene..: Name Relays for Diesel Generators
- 1. Sc pe: .
[ ] NSSS [ X] BOP .
- 2. Model Number: '7012 PCL & 7022 PE Quantity: 25
- 3. Vendor: Agastat j
\
- 4. If the component is a cabinet or panel, name and model No. of the )
devices included: l
- 5. Physical Description a. Appearance
- b. Dicensions 3b"W x 3"D x 4h"H l
- c. k'ei ght, 2#
- 6. Lo:ation: Building: Diesel
. Elevation: 155'-
- 7. Field Mounting Conditiens [X] Bolt (No. . Size )
[] Weld (Leng:n ) l []
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: NA F/B: V:
- 9. a. Functional
Description:
Diesel Control
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[X] Both
- 10. Per.inent Reference Design Specifications:
e 110-26
. :~. . . .
r I
~
- W "
.V l
11 - , , III. Is Eauiomant Available for Inspection'-in the Plant: [X] Yes [] No IV.- Eouiement CJalification Method: Test: [i Analysis: Combination of Test and Analysris: . Test and/or Analysis by Wvie Labs. - Reoort 43375-1 (name of Cor:pany or Lacoratory & Report tio.) Y. Vibration Incut: .
- 1. Loads considered: 1.[X] Seismic only 2.[ ] Hydrodynamic or.ly 3.[ ] Explosive only
~ '
4.[ ]0ther (Specify) 5.[ ] Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resoonse spectra
- 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = V=
VI. If Oualification by Test, then Comolete: [X] ran' dom
- j. [ ] Single rrequency [X] Multi-Frequency: [ ] sine beat
- 2. [ ] Single Axis [X] Multi-Axis 5 Tests at 2/3 f ragility Leve'l
- e. no. of Qualification iests: OSE SSE Other (specify) 1 Full Fragility Test
- 4. Frequency Range: 0.5 Hz-33Hz
- 5. TRS enveloping RRS u~ sing Multi-Frequency Test [X] Yes (Attach TRS & RRS graphs) "
[ ] No l S. Input g-level Test'at S/S , NA pfg . y.
- 7. Laboratcry Mounting:
- 1. [)O Bolt (No. , Size ) [ ] Weld (Length ) []
- 8. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable l
- 9. Test Results including modifications made: No contact chatter areater j than 1.00 msec
- 10. Other tests performed (such as fragility test, including results): ,
Fragility Test
. 110-27 l
y Q, l YII. 'If Oualifichtien by Analysis or by th ' Combination of Test and Analysis, then Corolete :
- 1. Description of Test including Results: _
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D []2D [ ] 1D l
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
. Frequency Range and No. of modes considered:
[ ] Hand Calculations :
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Qther: (specify)
- 6. Dampi ng: Basis for the daccing used:
- 7. Support Considerations in the model:
~
- 8. Critical Structural Elements: .
Governing Load or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Effect Upen Functional
( B. Max. Deflection Location Ocerability e 110-28 i .- 1 I l
. _. - - - ~ - - - - - _ _ _ _ _
b Page No. 94 Report No. 43375-1 FULL SCALE SHOCK SPECTRUM (g Peak) 1.0 0 10 0 100 0 1000 0 DAMPING l 2%l
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s-g , r- . e %=e= 10 , . Qualification Summary of Ecutoment I. Plant Name: J.M. Farley - Unit 2 Tyce:
- 1. Utility: Alabama Power comoany PWP. X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Com:enent Name ESF Equipment Rm. Cooler Thermostats
- 1. Scope: [ ] NSSS D(] BOP ,
- 2. Model Nu=ber: TP-8101 Quantity:
- 3. Vendor: Barber Colman
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Thermostat
- b. Dimensions 2"x4" ,,
- c. Weight 1-2 lbs.
4 .
- 6. Location: Building: Auxiliary
. Elevation: Va'ry according to elevation (100'-121')
- 7. Field Mounting Conoitions [X] go): (no. , Size )
-- [] Weld (Leng:n )
[]
- 3. Natural Frequencies in Each Direction (Side / Side, Front /3ack, Vertical):
1
. S/S: NA F/B: V:
- 9. a. Functional
Description:
Monitor temo and reaulate
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown D() Both -
Pertinent Reference Design Specifications: 55-1102-11 10.
. 110-25
w '
?
6 - I
.' . 11 III. Is Ecuic:nen: Available for Inscection'in the Plant: [X] Yes [] No IV. Eouicment Qualification Method: Test: sy l Analysis:
Combination of Test and Analysis: . Test and/or Analysis by Donald R. Houser (name of Ccmpany or Laccratory & Report :4 0. ) V. Vibration Incut: ,
- 1. Loads censidered: 1.[X] Seismic o.nly 2.[ ] Hydrodynamic only 2.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]Combinatica of
- 2. Required Response Spectra (attach the graphs): See 58-1102-1
', 3. Required Acceleration in Each Direction. See pip response spectra S/S = F/B = V=
VI. If Oualification by Test. then Comolete: [ ] random
- 1. [X] Single Frequency [ ] Multi-Frequency: [X] sine beat
[]
- 2. [ ] Si gle Axis [X] Multi-Axis ex' citation
- 3. No. of Qualification Tests: .0BE SSE Other excitaticn/ manually '
(spectfy) l
- 4. Frequency Range:10HZ-60HZ(via magnet exciting) 1HZ-6HZ(via manual exciting)
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No S. Input g-level it st at '/S = UA F/B = V=
. 7. Laboratory Mounting:
- 1. [X] Bolt (No. 8-32, Size 4" ) [ ] Weld (Length ) []
- 8. Functional cperability verified: CX]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modificatione ...ade: No modifications: tihe on1v cccurances where . contact switching appeared to occur have been attributed to loose or diswirim test instrumentation.
- 10. Other t'ests performed (such as fragility test, including results): NA
. 110-27 -
t
Q
.".' . i ..
l
. ?
VII. If Oualific'ation by Analysis er by thb' Combination of Test and Analysis, then Comolete:
- l. Description of Test including Results: *
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynacde- Analysis: [ ] Time-History [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D []10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Computer Codes:
Frequency -Range and No. of modes considered:
- - [ ] Hand Calculaticas
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ 3 SRSS
, [ ]Qther: (specify)
- 6. Daccing: Basis for the daccing used:
- 7. Support Considerations in the model:
~
- 8. Critical Structural Elements: .
Governing Lead
- or Respense Seismic Total Stress
, A. Identification Location Combination Stress Stress Allewable Effect Upon Functional B. Max. Deflection Location .
Ooerability 110-23
p..
.gg r
w-
- 10 ,
Qualification Su:.r.sary of Eauicment I. Plant Name: J.M. Farley - Unit 2 Tyoe:
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinghouse 3. A/E: SCSI BWR II. Com:enent Name D.C. Distribution Cabinet
- 1. Scope: [ ] NSSS
[)G BOP .
- 2. Model Number: 18-2-D-93210-4 ,
Quantity: 2
- 3. Vendor: ITE'Imporial Corp. .
- 4. If the component is a cabinet or panel, name and model No. of the devices included: Molded case circuit breakers EH-2-8015
- 5. Physical Description a. Appearance
- b. Dimensions 32" width 65" height 5-3/4 depth
- c. Weight NA
~
- 6. Location: Building: Service Water
- Elevaticn: 188'9"
- 7. Field Mounting Conditions D(]' Bolt (No. , Size )
-- [] Weld (Lengen )
[3
- 8. Natural Frequencies in Each . Direction (Side / Side, Front /Back, Vertical):
No resonance
. S/S: F/B: 12HZ V: below 33 HZ 125 v. D.C. Distribution
- 9. a. Functional
Description:
- b. LIs the equipment required for [] Hot Standby ~ [] Cold Shutdewn
[X] Both
- 10. Pertinent Reference Design Specifications:
l l l t 110-25
- r -
* ::=
. '4]Mi
- .
- l 11 - , ,
III. Is Ecuioment Available for Inscection'in the Plant: [)0 Yes ~] No IV.. Ecuiemen: Oualification Method: Test: v. Analysis: Cc=bination of Test and Analysis: _ Test and/or Analysis by ITE Imoerial Coro. - Reoort R-STS-6 (name of Company or La:: oratory & P.eport tio.) V. "ibratien Incut:
- 1. Leacs considered: 1.[X] Seismic only 2.[ ]Hydrodyna=ic caly 3.[ ] Explosive only 4.[ 30ther (Specify) 5.[ ]'Cembination of
- 2. Required Response Spectra (attach the graphs): See FNP resconse soectra
', 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = ~ Y=
VI. If Oualifica-ion by Test, taen Comolete: ~ [ ] random
- 1. [X ] Sincie Frequency [ ] Multi-Frequency: [ ] sine beat
[X] Cont. sinusoid
- 2. [ ] Single Axis [X] Multi-Axis
- 3. No. of Qualification Tests: OBE SSE Other
- 4. Frequency Range: 1-26 HZ
- 5. TRS enveleping RP,5 u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] tio
- 6. Input g-level Test'at S/S = 0.559 F/s = 0.65g y= 0.479
. 7. Laboratory Mounting:
- 1. [ X] Bolt (No. 4 , Size 3/8") [ ] k* eld (Length ) []
- 8. Functional operability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: No malfunction
- 10. Other tests ;erformed (such as fragility test, including results):
Resonance Frequency Search I
. 110-27 l
- 1 w
l I) (g. h.. '
~
~ '
l VII. If Oualific~ation by Analysis or by thA' Combination of Test and Analysis, then Ccmolete:
- l. Descriptien of Test including Results: *
-l 1 l
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analy, sis [ ] Dyramic Analysis: [ ] Time-History - l [ ] Response Spectrum i
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D
~
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Cceputer Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculaticns
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS '
[ ]Cther: (specify)
- 6. Dacping: Basis for the dacping used:
- 7. Support Considerations in the model:
- 8. Cr;tical Structural Elements: .
Governing Lead
. or Response Seismic Tctal Stress
, A. Identification Locatien Combination Stress Stress Allowable tffect Upon Functional
- 3. Max. Deflection Location .
Ooerability l . 110-28 l . m
. a '. .
10 - , Qualification Sux.arv of Ecuioment I. Plant Name: J.M. Farley - Unit 2 Tyoe:
- 1. Utility: Alabama Power Comoany PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Com:enent Name Pressure Transmitter
- 1. Secpe: [ ] NSSS [X] BOP ,
- 2. Model Nu=ber: 59PM Quantity: 15
~
- 3. Vendor: VERITRAK/W
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Descriptien a. Appearance Aluminum Housing & Terminal Box
- b. Dimensions 9"x9"x9"
- c. 'deight 17 lbs.
~
- 6. Locatien: Building: Auxiliary Building
. Elevation: 104' - 140'
- 7. Field F.ounting Conditions 0(] Bolt (No. 2 , Si:e 3/8" )
- [] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
No resonances
. S/S: Below 35HZ F/B: # S/S V: # S/S
- 9. a. Functional
Description:
Consists of measuring cell that converts force into an AC impedance bridge unbalance
- b. Is the equipment required for [] Het Standby [] Cold Shutdown
[X] Both .
- 10. Per inent Reference Design Specifications: SS-1102-86 (Seismic, Class I)
. 110-26
. . - , . -- , , n. - - .,
(W l W " I
. .11 - , ,
III. Is Ecuioment Available for Insoection'in the Plant: [] Yes [] No IV. Ecui . lent Qualification Method: Test: X, Analysis: Combination of Test and Analysis: . Test and/or Analysis by Westinghouse Astro Nuclear Lab - Report SSD4050 (name of Co..:pany or Lacoratory & Report No.) Y. Vibrati on Inout:
- l. Loads considered: 1.[X] Seismic only 2.[ ] Hydrodynamic cnly S.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs):,.3ea FND rosnnneo enactra
', 3. Required Acceleration in Each Direction: See FNP response spectra
. S/S = F/B = V=
VI. If Oualification by Test. then Comolete: [ ] ran' dom
- 1. [X] Single Frequency [ ] Multi-Frequency: [X] sine beat
[]
- 2. [X] Single Axis [ ] Multi-Axis
- 3. No. of Qualificatien Tests: .0SE SSE Other (specify)
- 4. Frequency Range: 1.0 to st o 547
- 5. TRS enveleping RRS u' sing Multi-Frequency Test [ ] Yee (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-level Test at S/S = .5 to 4.0g F/B = .5 to 4.0a V=. h 2.;
- 7. Laboratory Mounting:
~
- 1. [ >] Bolt (No. 2 , Size 3/8" ) [ ] Weld (Length ) []
- 3. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Reruits including modifications made: Perfomed satisfactorilv (mecahnically electrically) l
- 10. Other tests per#crmed (such as fragility test, including results): None Resonance Frequency Search
. 110-27
( q- (r=- 12 - e
- VII. If Oualific~atic. by Analysis or by the'Combina:icn of Test and Analysis, then Cc= lete:
- 1. Descriptien of Test including Results: ~
- 2. Method :f A.alysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dvnamic Analysis: [ ] Tirre-History - [ ] Eesp:nse Spectrum
- 3. Model Type: [ ] 3D [ ] 2D [ ] 1D ;
. [ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Co.puter Codes:
Frequen:y Range and ",. of :cdes considered: [ ] Hand Calcula:icns
- 5. Method cf Cccbining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Cther: (specify]
- 6. Da. ci ng: Basis for the damping used:
- 7. Support Consideratiens in the redel: i
- 8. Critical Strac ural Elements: . !
Governing Lead ; or Ressense Seis=i c Total Stress !
, A. Identification L ation Cec.bination Stress Stress Allowable i
l l
.- \
Effect Upon Functional !
- 3. .Ma::. Cen ec-icn Location . Ooerability )
110-28 g O
- 9 vv- v
~
- C, o
. 10 , .
CJalification sum arv of EcuioCent I. Plant Nace: J.P. rarlev - Unit 2 Tvoe:
- 1. Utility: Alabama Power Comoany PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Cocoonen: Name Level Transmitter
- 1. Secpe: [ ] NSSS
[X] BOP .
~
- 2. Model Nurloer: XM-36493 Quantity: 2
- 3. Vendcr: Delaval. Gems Sensor Div. -
- 4. If the ec=ponent is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Descriptien a. Appearance Ball Float (captive)
- b. Dimensions 24"x12"
- c. Weigh: 50 lbs.
- 6. Locatica: Suildi ng: Containment
. El evati on: 110'
- 7. Field F.sur. ting Cenditiens [X ] Solt (No. 8 , Size 7/8")
- [] Weld (Lengen )
l [3
- 8. Natural Frequencies in Each . Direction (Side / Side, Frent/Eack, Vertical):
No resonance .
. S/S: 15H2 F/B: 12HZ y: below 33HZ.
- 9. a. Fun:tional
Description:
Ball Flr . c actuates fixed reed switc'hes tha crovide a linear resistance vs position
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown j
[X] Both
- 10. Per ine .: Reference Design Specificatiens: SS-110?-86 (30,c:. 62.1 DSIG. 2xlC3 Rais.SeismicClassI
. 110-25
.~
. r. l w- w .
. 11 _
III. Is Ecuicment J.vailable fe:- :nsoectientin the Plant: [X] Yes [] No
!V. Ecuicment C ralifica icn Me:ned: Test: Is Analysis:
Cedination of Test and Analysis: . Test and/cr Ar.alysis by Testing Lab Inc. Report (name ci Co.g.any or Laccra cry & Repor; tio.) Y. Vibration Incet:
- 1. Loads censidered: 1.[X] Seismic enly 2.[ ]Hydredynamic caly 2.[ ] Explosive only 4.[ ]Other (S;ecify) 5.[ ] Combination of
- 2. Required Resp:nse Spectra (attach the graphs): See FNP response spectra
', 3. Required Acceleratica in Each Direction: See FNF responss spectra S/S = F/B = V=
VI. If Oualifica:icn bv Test. then Ccm:lete: [ ] ran'dem
- 1. [ 4 Single Frecuency [ ] Multi-Frequency: [X] sine beat
[]
- 2. [ ] Single A:is [X] Multi-Axis Resonance Freq. SearcP
- 2. No. cf Qualifica:ica Tes:s: OSE SSE OtherSeismic Dwell Test (specify) 4 Freqcency F.ar.;e: 4 to 33 HZ
- 5. TRS enveicpi:; RES u~ sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-leve'. Tes: ~ a: S/3 = 3 no F/B = , ng V= 9_ng
. 7. Labora: cry F.:unting:
- 1. [ ] 3 cit (Nc. . Si:e ) [ ] Weld (Length ) [X] Combination
- 8. Func icnal c:erabili:y verified: [ $ Yes [ ] No [ ] Net Applicable
- 9. Test Ras lts including c:dificaticas tr.ade: performed Satisfac'torily
- 10. Other tests :e.4:.med (such as fragility test, including results): None
. 110-27 i
e-(.
~.-
l 12 - VII. If Qualifica:f en bv Analysis er by th 'Cembinatien of Test and Analysis, then-Cc clete:
- 1. Descriptier. cf Test in:1uding Results: *
- 2. Method of Analysis:
[ ] Static Analysis
~
[ ] Equivalent Statfc Analysis - [ ] Dynamic Analysis: [ ] Tire-History - [ ] Resp:nse Spectrum
- 3. Model Type: [ ] 2D [ ] 2D [ ] 1D
[ ] Finite Element [ ] 3eam [ ] Cicsed Form Solution
- 4. - [ ] Cc pute.- Codes:
Frequen:y Range and Nc. cf codes considered: [ ] Hand Calculations
- 5. Method of C:=bining Dynamic Respenses: [ ] Absolute Sum [ ] SRSS -
[ ]Dther: (specify) '
- 6. Damping: Basis fer the damping used:
- 7. Support Ccnside.atiens in the model:
- 8. Critical Structural'~lements:
G:verning Lead or Reshense Seistic Total Stress
.A. Identifica:f or. Lc:sti er. C::bina:icn Stress Stress Allowable 1
1 Effect Upen Functicnal *
- 3. Max. Cefle::f en L:: :ica . 0:erability 110-28
i
* :=
. ,. l
. . i Cualification Su =a-v cf Ecuioment l
' l
' l I. Plant Name: J.P. Farlev - Unit 2 Tvoe' l
- 1. Utility: Alabama Power comoany _
Ph?. X NSSS:b'estinghouse
- 2. 3. A/E: Bechtel Sk'R II. Com:enen- tu- e Air 0:erated Globe Valve
- 1. Scepe: [ ] NSSS
[ y) BOP
- 2. Model Nu=ber: 6" - Globe Cace Trim Quantity: 1
- 3. Vendor: Hanmell - Dahl
- 4. If the ec=p:nen is a cabine: or panel, name and medel Nc. of the devices included:
- 5. Physical Descriptica a. Appearance Large Dome Chamber
- b. Dirensi:ns 36" i c. Weigh: 218 lbs.
~
- 6. Location: Eufiding: Centainment
. Elevation: lil'
- 7. Field M:unting Condi:icas [ ] Bolt (No. . Si:e )
, - [X] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Frent/Back, Vertical):
. S/L '27HZ . /S: V:
- 9. a. Fun::ional
Description:
Air operated Globe Valve
- b. Is the equipmen: required for [] Hot Standby' [] Cold Shutdown
[X ] Ecth .
- 10. Per.f r.e.-- Reference Design Specificaticns: SS-1102-036 (153 ?S.3. 500F 03E 3G's" Horizontal and Vertical l
. 110-25
iE.+- G *
. 11 -
l , 4 III. Is Ecui: ment Available for Ins:ectientin the Plant: [ $ Yes [] No IV. Eouiement Oualification Methed: Test: i Analysis: X Combination cf Test and Analysis: . Test and/or Analysis by Hammell - Dahl Recort d538 (name of Company or Lacoratory & Report No.) > V. Vibratien In:ut: > 1 Leads considered: 1.[ ] Seismic only 2.[ ] Hydrodynamic only 3.[ 3 Explosive ..ily 4.[ 30ther (Specify) 5.D(3"Combinatica of r,ravitv. Hvorodynanic
- 2. Required Response Spectra (attach the graphs): See FNP response spectra
- 3. Required Acceleration in Each Direction:
} S/S = 3g F/B = 3g V= 3g VI. If Ovalification bv Test, then Comolete: [ ] ran' dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
. 3. No. cf Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No S. Input g-level Test 'at S/S = F/B = Y=
. 7. Laboratory Mounting:
- 1. [ ] Bolt (No. , Size ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [ ] Yes [ ] No ( ) Not Applicable
. 9. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
6
. 110-27 e
E l
. 11 ' .
III. Is Ecui: ment Available ter Ins:ection'in the Plant: [ p Yes [] No IV. E:uic nen: Cualification Me: hod: Test: s Analysis: X Cer.bination cf Test and Analysis: . Test and/or Analysis by Hammell - Dahl Recort 3538 (name cf Company or Laceratory & P.eport tio.) V. 'libratien Incut: .
- 1. Leads cer.sidered: 1.[ ] Seismic only 2.[ ]Hydredynamic caly 2.[ ] Explosive only 4.[ 30ther (Specify) 5.[X]Combinatien of Gravitv. Hydrodynamic Required Respense Spectra (attach the graphs): See FNP response spectra 2.
- 3. Required Acceleration in Each Direction:
3g S/S = 3g F/B = 39 - _Y = , VI. If Oualifica:icn bv Test. then Comolete: [ ] ran' dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[]
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. cf Qualificatien Tests: OBE SSE Other (specify)
. Frepuency Range:
- 5. TRS enveleping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S = F/S = -Y =
. 7. Labora: cry Mounting:
- 1. [ ] Solt (No. , Sice ) [] 'n' eld (Length ) []
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
?. Test Results including modifications made:
- 10. Other tests performed (such as fragility test, including results):
O 110-27
~
(. . Q l
. e VII. If Oualification by Analysis er by th 'Com.bination of Test and Analysis, then Cc:al ete:
- l. Description of Test including Results: '
- 2. Method of Analysis:
~
i [X] Static Analysis [ ] Eq'aivalent Static Analysis [ ] Dyr.a:::ic Analysis: [ ] Time-History - [ ] Respense Spectrura
- 3. Model Type: [ ] 3D [X] 2D [ ] 10
[ ] Finite Element [X] Beam [ ] Closed Fonn Solution
- 4. [ ] Computer Ccdes:
Frequency Range and No. cf modes considered: [X] Hand Calculations
- 5. Method of Cec.bining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Other: (spec 1ty)
- 6. Da::ci ng: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Stn:ctural Elements: .
Goveming Load
- or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable Bonnet Bolting Bonnet Joint 15,026 PSI 30,000 PS'I Actuator Yoke 4,437 PSI 25,000 PSI Clamp Nut Effect Upen Functicnal
.B. Max. Deflection tocation . Ocerability None ,
110-28
%? .
i 30 , . l Oualification Summary of Ecuic=ent , I. Plant Nace: .1. 9 earlov _ tin 5+ p Tyoe: i
- 1. Utility: clas.m. on.., . r en-,.ny PWR X
- 2. NSSS: Uestinchouse 3. A/E: Bechtel BWR 4
II. Com:or.en: Name Air Ooerated Globe Valve
- 1. Scepe: [ ] NSSS
[X] BOP .
- 2. Model Number: 6" EP 667 Size 80 Quantity: 3
~
- 3. Vendor: Fisher Controls __
- 4. If the ec=ponent is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Descript*0n a. Appearancelarge Control Valve
- b. Dimensions 73"x25"
- c. 'n'ei ght 1200 lbs. .
- 6. Location: Building: Auxiliarv Buildino
. Elevation: 141'
- 7. Field .".ounting Conditions [ ] Bolt (No. . Size )
[X] Weld (Leng:n ) [] I
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/S: 15HZ F/B: 15HZ V: 15HZ
- 9. a. Functional'
Description:
Air Operated Globe Valve for main s'tream , pressure relief
- b. Is the equipment required for [X] Hot Standby' [] Cold Shutdown
[-] Both
- 10. Per inent Refere":e Design Specificatiens: SS-1102 49 (Seismic Class I)
. 110-25
~
O -
.G l
. . 11 _ - ,
III. Is Eauicment Available for Inscection'in the Plant: [X] Yes [] No IV. Ecuiement Oualification Methed: Test: s Analysis: X Cerbination of Test and Analysis: . Test and/or Analysis by Fisher Controls Seismic Certification (name ci Company or Lacoratory & seport no.) Y. Wbratien Incut:
- 1. Leads censidered: 1.[X] Seismic only 2.[ ]Hydredynamic enly 2.[ ] Explosive only 4.[ ]3ther (Specify) 5.[ ]Corbination of
- 2. Required Response Spectra (attach the graphs): See FNP resconse soectra
", 3. Required Acceleration in Each Direction:
i
. S/S = 39 F/B = 3g V= 3a i
VI. If Oualification bv Test. then Comolete: [ ] ran' dom
- 1. [ ] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[3
- 2. [ ] Single Axis [ ] Multi-Axis
- 3. No. cf Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range:
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 5. Input g-level Test'at S/S = F/S = V=
. 7. Laboratcry Mounting:
- 1. [ ] Bolt (No. , Size ) [] 'n' eld (Length ) [] ,
- 8. Functional cperability verified: [ ] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made:
l
- 10. Other tests performed (such as fragility test, including results):
l l
. 110-27
9 Q l Y!I. Jf Qualific~ation by Analysis er by the' Combination of Test and Analysis, then Cc=cl ete :
- l. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [X] Dynamic Analysis: [ ] Time-History - [X] Response Spectrum -
- 3. Model Type: [X] 3D []2D [ ] 10
[X] t'inite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ >0 Computer Codes: Seismic 3 Frequen:y Range and No. of modes considered: NA
[ ] Hand Calculations S. Method of Combining Dynamic Responses: [ ] Absolute Sum [X] SRSS [ ]Other: (specify)
- 6. Damping: NA Basis for the damping used:
- 7. Support Ccnsiderations in the model:
~
- 8. Critical Structural Elements: i Governing Lead 1 or Response Seismic Total Stress I
.A. Identification Location Combination Stress Stress All ewable
. Yoke Leg 19,683 PSI 26,250 PSI Bonnet 10,986.9 PSI 26,250 PSI Effect Upon Functicnal E. Max. Deflection Location Ooerability 110-28 i
s . g
. 10 , .
Qualification Summary of Ecuiement I. Plant Name: J.M. Farley - Unit 2, Tyoe:
- 1. Utility: Alabama Power Comoany PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel SWR II. Cocoonent Nr.me Solenoid Valves
- 1. Scepe: [ ] NSSS E'] BOP .
- 2. Model Numbe : HT3320A108V _
Quantity: 2
- 3. Vendor: Automatic Switch Co.'
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Brass 3 Port Body, Topmounted Col
- b. Di:nensions 2"Lx4"Hx2'W
- c. Weight ik lbs.
~
- 6. Location: Building: River Water Structure
. Elevation: 104'-0"
- 7. Field Mounting Conditicas [X] Boit (No. , Size )
- [] Weld (Leng:n )
[]
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
. S/^: F/B: V:
- 9. a. Functional
Description:
On low air pressure from compressor, valve switches over to nitrogen bottle.
- b. Is the equipment required fer [] Het Standby ~ [] Cold Shutdown O() Ecth
- 10. Pertinent Reference Design Specificatiens:
. 110-26
\
qw (ilW j !
. 11 < .
III. Is Ecuioment Available for Inscection'in the Plant: [X] Yes
~
[] No l IV. Ecuiement CJalification Method: Test: X s Analysis: Cembination of Test and Analysis: . Test and/or Analysis by Automatic Switch Co. Report 31357 7/20/72 (name of Ccmpany or Lacoratory & Repart No.j V. Vibration Incut:
- 1. Loads censidered: 1.[X] Seismic only 2.[ ]Hydrodyna=ic caly 3.[ ] Explosive caly
~
4.[ ]0ther (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resoonse soectra
', 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = Y=
VI. If Oualification by Test, then Comolete: [ ] ran'dem
- 1. [ 20 Single Frequency [ ] Multi-Frequency: [ ] sine beat
[] na
- 2. [X ] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: .0SE SSE Other (specify)
- 4. Frequency Range: flinimum 20 HZ
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) '
[ ] Ko
- 5. Input g-level Test at S/S = F/B = V=
. 7. Laboratory Mounting: 4.39 to 6.0g
- 1. [ 20 Bolt (No. . Size ) [ ] Weld (Length ) []
- 8. Functional cperability verified: [X ] Yes [ ] No E ] Not Applicable
~
- g. Test Results including modifications rade: Valves did not malfunction after .6-load was applied
- 10. - Other tests performed (such as fragility test, including results):
e
. 110-27
.-, --.-r -
Q
- f -
1
. g. . e VII. If Oualific' tion a by Analysis or by the' Combination of Test and Analysis then Comolete: N
- 1. Description of Test including Results: -
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Respense Spectrum
- 3. Model Type: [ ] 3D [ ] 2D []1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Co:puter Codes:
Frequency Range and No. of modes censidered: [ ] Hand Calculaticns
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Other: (specify)
- 6. Damping: Basis for the dacping used:
- 7. Support Considerations in the model:
~
- 8. Critical structural Elements: .
Governing Lead
. or Response Seismic Total Stress
, A. Identification Location Combination Stress Stress Allowable l
Effect Upon Functicnal l
- 3. Max. Deflection Location .
Doerability ' 110-28 , l
s -
. 10 , .
Qualification Sex:ary of Ecutoment I. Plant Name: J.M. Farley - Unit 2 Tyoe:
- 1. Utility: Alabama Power Comoany PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR
~
II. Coe::enen: Name River Water Level Transmitter
- 1. Scope: [ ] NSSS
[X) BOP .
~
- 2. Model Nu=ber: ll52DP6A22PB Quantity: 2
- 3. Vendor: Rosemont Engine ring Co. ,
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Description a. Appearance Flanges & Capsule on bottom, electronic
. on top
- b. Dimensions 4 "Wx9"Hx4 "D
- c. Weight 12 lbs.
~
- 6. Location: Building: Roof - Rivar Watar Structura l
. Elevation: 130 ' -9
- 7. Field Mounting Conditiens [X] Bolt (No. , Sf:e )
-- [] Weld (Len;:n )
[]
- 8. Natural Frequencies in Each Directicn (Side / Side, Front /Back, Vertical):
. S/S: 24HZ F/B: 26HZ V: 68HZ l l
Senses River level on back pressure
- 9. a. Functional
Description:
in bubble tube, send signal to control room
- b. Is the equipment required for [] Hot Standby ~ [] Cold Shutdown
[X] Both
- 10. Per:inent Reference Design Specificatiens:
110-25 1
- 1
6 - -
..n . .
III. Is Ecui:: men Available i~cr Insoection'in the Plant: [X] Yes [] No
~
IV.. Ecuioment Oualification Method: Test: X s Analysis: Combination of Test and Analys,is: . Test and/or Analysis by Rosemount Inc. RMT - 117145 (name of Company or Laocratory & Report No.J V. Vibratien Inout:
- 1. Leads censicered: 1.[X] Seismic only 2.[ ] Hydrodynamic or.ly 2.[ ]Exp1csive only 4.[ ]0ther ($;ecify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resoonse soectra
- 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = Y=
- VI. If Oualification by Test, then comolete
[ ] random
- 1. [X] Single Frequency [ ' Mu't'-Frequency: [ ] sine beat
[X] Sine dwell
- 2. [X] Single Axis [ . nulti-Axis
- 3. No. cf Qualification Tests: OSE SSE Other 8 sine dwell tests
- 4. Frequency Range: 22HZ - 78HZ
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No
- 6. Input g-level Test'at S/S = 3a F/3 = w V=A
- 7. Laboratcry Mounting:
- 1. [X] Solt (No. , Si:e ) [ ] Weld (Length ) [] _
- 8. Functional operability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications made: Resonance found with canel mounting basket, no significant change in transmitter out put
- 10. Other tests performed (such as fragility test, including results):
e 9
. 110-27
G G
\
.i 12 -
~
. r VII. If Qualific'ation by Analysis or by th ' Combination of Test and Analysis. then Comolete:
- 1. Description of Test including Results: "
' 2. Method of-Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum ,
- 3. Model Type: [ ] 3D [ ] 2D []1D
~
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Computer Codes:
,- Frequen;y Range and No. of modes considered: .:. [ ] Hand Calculations
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]D?.her: (spec!Ty/
- 6. Daccing: Basis for the damping used:
- 7. Support Considerations in the model:
- 8. Critical Stru e". ural Elements: .
Governing Lead or Response Seismic Total Stress
. A. Identification Location Combination Stress Stress Allowable Effect Upon Functional i B. Max. Jeflect an Locatien . Ocerabilitv l- .
110-28
c_
..~
C.. r w w . 10 - , - Qualification Se: mary of Ecuicment I. Plant Name: J.M. Farlev - Unit 2 Type:
- 1. Utility: Alabama Power Comoany PWR X l ,
- 2. NSSS: Westinchouse 3. A/E: Bechtel BWR 1
II. Coe:onent Name Pressure Switch (Used for level Alarms)
- 1. Scope: [ ] NSSS
[X] BOP i .
- 2. Model Nu=ber: 60aGZ1 Quantity: 2
~
- 3. Vendor: Custom Componet Switches, Inc.
- 4. If the ecmponent is a cabinet or panel, name and model No. of the devices included:
- 5. Physical Descriptiu' a. Appearance Rectangular Aluminum Box with Presspors ano concuit conn.
- b. Dimensions 4 "Wx61r.N2-3/4"D
- c. Weight 24 ounces
- 6. Location: Building: tiounted on Roof Service Water Structure
. Elevation: 206'6"
- 7. Field Mounting Condittens D( 3 Bolt (No. , Si:e )
- [] Weld (Lengtn )
[3 1
- 3. Naturcl Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
No resor.cnt frequencies
. S/S:found 5-150HZ p/g: #S/S y. #S/S i
!. a. Functional
Description:
Switch gives alarm on low cond leve'l l l
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[X] Both
- 10. Pertinent Reference Design Specifications:
e
. 110-25
he (;i $ 11 - - , II. Is Ecui: ment Available ?cr Insoectien'in the Plant: [X] Yes , [. ] No IV. Ecuiomen: Qualificalion Method: Test: X-Analysis: Corcinati on of Test and Analysis: . Test and/or Analysis bf Custom Components Sw. Inc, OTR604GCJR05155-01 (name cf Company or Laccratory & Report Nc.) , Y. Vibration Incat:
- 1. Loads considered: 1.[X] Seismic only 2.[ ]Hydredynamic enly 2.[ ] Explosive caly
~ '
4.[ 30ther (Specify) 5.[ ] Combination of
- 2. Required Response Spectra (attach the graphs): See FNP response spectra
', 3. Required Acceleration in Each Direction: See FNP respons.e spectra
. S/S = F/B = V=
VI. If Oualification by Test, then Ccmolete: .
. [ ] ran'dem
- 1. [ X) Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] continuous sine
- 2. ()G Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OBE SSE Other (specify) 4 Frequency Range: 5-150-5HZ
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RP.S graphs) 0.649 to 3 NO 0.64g tc
- 5. Input g-level Test at S/S = so Er _/B = 0.64g 3a to V= 3a
- 7. Laboratory Mounting:
- 1. [X3 Bolt (No. , ' Size ) [ ] 'deld (Length ) []
- 8. Functional cperability verified: [ X] Yes [ ] No [ ] Not Applicable
- 9. Test P.esults including modifications made: No electrical cont'act chatta ,
i nramature activation, or resonant frequencies observed
- 10. Othcr tests performed (such as fragility test, including results):
e
. 110-27 g .,- - - - - - - - - - - , -- - - .- -
Q Q.
- \
12 - - - VII. If Qualific' tion a by Analysis or by th ' Combination of Test and Analysis, then Co: ale:e ,
- l. Des:ription of Test including Results: ,_
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 20 []10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Computer Codes:
Fraquen:y Range and No. of modes considered:
", [ ] Hand Calculations
- 5. Method of Co .bining Dynamic Responses: [ ] Absolute Sum []SRSS -
[ ]Dther: (specify)
- 6. Damping: Basis for the da: ping used:
- 7. Support Considerations in the model:
- 8. Critical Structural' Elements:
Governing Load
. or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress Allowable Effect Upon Functional
- 3. Max. Deflection Location . Ooerability l
l 110-28
. . . .y -
y
. 10 , .
Qualification Summary of Ecuiement
Tyoe:
I. Plan: Naee: J.M. Farley -Unit 2 -
- 1. Utility: Alabama Power Company PWR X
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. Cot:enent . tame Float Type Level Switch
- 1. Scope: [ ] NSSS
[X) BOP
- 2. Model Number: Series SL-200 Ass. No. 83842-A2 Quantity: 10
~
- 3. Vendor: Robert: haw Controls Co. - Levelac Level Switches
- 4. If the ecmponent is a cabinet or panel, name and model No. cf the devices included:
- 5. Physical Description a. Appearance Cast Float Housina & Exolosion Proof Switch Assembly
- b. Dimensions 7"Wx19"Hx7"D
- c. Weight 35 lbs.
- 6. Building: Diesel Building - Engine Rooms & 011 5torage Rooms
~
Lo' cation: Elevation: 155'-0"
- 7. Field Mounting Conditiens [ ] Bolt (No. . Si:e )
- [] Weld (Lengtn )
D(3 Bolted to Field FAB. Seismic Bracket
- 8. Natural Frequencies in Each Direction (Side / Side, Front /Back, Vertical):
no resonance
. S/S: 5 - 33HZ F/B: #S/S V: #S/S
- 9. a. Functional
Description:
Switch gives alarm on rising level in room located
- b. Is the equipment required for [] Hot Standby' [] Cold Shutdown
[ X] Both .
- 10. Pertinent Reference Design Specifications:
l
. 110-25
n ' r tg. Qzy .s
' . : .
- l 11 - , ,
III. Is Ecuicment Available for Inscection'in the Plant: [x,] Yes [] No IV. Ecuicment Oualification Method: Test: )i Analysis: Combination of Test and Analysis: . Test and/or Analysis by Ogden Technology Lab', Inc. Job #70682 (name of Company or Lacora cry & Report tio.)
. V. Vibration Incut:
- l. Loads considered: 1.[X] Seismic only 2.[ ] Hydrodynamic :nly 3.[ ]Dplosive only 4.[ ]Cther (Specify) 5.[ ] Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resconse soectra
- 2. Required Acceleration in Each Direction: See FNP response spectra S/5 = F/B = V=
VI. If Oualification bv Test, then Comolete: [ ] ran' dom
- 1. [ 20 Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] continuous sine
- 2. [ X] Single Axis [ ] Multi-Axis
- 3. No. of Qualification Tests: OBE SSE Other (specify)
- 4. Frequency Range: 5-33 HZ
- 5. TP.S enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[ ] No 0.59, Input g-level Test at F/B = 1.5 - 5.0a
~
- 6. S/S = 1.5+ 5.0c V = 1. 5 + 5.@
.7.' Laboratcry Mountir.g:
- 1. [X) Bolt (No. . Size ) [ ] Weld (Length ) []
[
- 8. Functional operability verified: [ y] Yes [ ] No [ ] Not Applicable l 9 Test Results including modifications r.ade: switch chattarad on No.1 sw..
l no chatter on No. 2 sw (Switch chatter = electrical discontinuitvl l except at 3dnz from 2.09 to 5.09
- 10. Other tests ::erformed (such as fragility test, including results):
. 110-27~
ser 4:- 12 - VII. If Oualification by Analysis er by the' Combination of Test and Analysis. then Cc=cl ete :
- 1. Descriptica of Test including Results: "
i
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis [ ] Dynamic Analysis: [ ] Tire-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D []10
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. - [ ] Cc=puter Codes:
Frequency Range and No. of modes censidered: i :' [ ] Hand Calculatiens
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
[ ]Dther:
- 6. Dacpi ng: Basis for the damping used:
- 7. Support Considerations in the codel:
~
- 8. Critical Structural Elements: .
Governing Lead or Response Seismi c Total Stress
.A. Identification Location Combination Stress Stress Allewable Effect Upon Functional
- 3. Mar. Deflec-ion Locatien Ooerability 110-28
h-
- - . (gy -
. 30 ,. .
Qualification Sunr.ary of Eeuioment
'- Tyoe:
I. Elant Name: J.fl. Farley - Unit 2
- 1. Utility: Alabama Power Comp'any pwg y
- 2. NSSS: Westinchouse 3. A/E: Bechtel BWR II. Com:enent Name _ Pressure Switch
- 1. Scope: [ ] NSSS
[X] BOP ,
- 2. Model Nu:r.ber: 604GZM1 Quantity: 2
- 2. Vendor: Custom Component Switches Inc.
- 4. If the component is a cabinet or panel, name and model No. of the devices included:
- 5. Phys'c11 Description a. Appearance Rectangular Aluminum b5x with Pressport .
. a conuuii. wunn.
- b. Dimensions 44"Wx64"Hx2-3/4"D
- c. Weight 24 ounces
- 6. Locatien: Building: Inside Service Water Intake Structure
. Elevation: 191'-0"
- 7. Field Mounting Conditiens [ y] Bolt (No. , Size )
- [] Weld (Lengen )
[]
- 8. Natural Fr,1uencies in Each Direction (Side / Side, Frent/Ba:k, Vertical):
No resonant frequencies
. S/S: found 5 + 150 HZ F/B: #S/S V: #S/S
- 9. a. Functional
Description:
On low air pressure, switch gives alarm and switch over signal to solenoid valve to apply hq back-up supply. _
- b. Is the equipment required for [] Hot Standby [] Cold Shutdown
[x] Both
- 10. Per:inent Reference Design Specificatiens:
l
. 110-25 L..
L - : l
, 1 III. Is Ecuiement Available for Insoection'-in the Plant: [X3 Yes
[] Ho IV.. E uiement Oualification Method: Test: X Analysis: Combination of Test and Analysis: . Test and/or Analysis by Custom Comoonent Sw. 'Inc., OTR604GCJR05155-01 (name of Company or Lacoratory & Report tio.) Y. Vibration Inout:
- 1. Loads considered: 1.[X] Seismic only 2.[ ]Hydredynamic enly S.[ ] Explosive only 4.[ 30ther (Specify) 5.[ ]' Combination of
- 2. Required Response Spectra (attach the graphs): See FNP resconse soectra
', 3. Required Acceleration in Each Direction: See FNP response spectra S/S = F/B = V=
VI. ~ If Dualification by Test, then Comolete: [ ] randem
- 1. [X] Single Frequency [ ] Multi-Frequency: [ ] sine beat
[X] continuous sine
- 2. [X] Single Axis [ ] Multi-Axis S. No. cf Qualificatien Tests: .0SE SSE Other (specify) 4 Frequency Range: 5-150-5 HZ
- 5. TRS enveloping RP.S u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) 0.649 to [ ] No 0'.64g to 0.649 to
- 5. Input g-level Test 'at S/S = 3a F/B = in V= an
- 7. Laboratory Mounting:
- l. [X] Bolt (No. . Si:e ) [ ] weld '(Length ) []
- 8. Functional cperability verified: [X] Yes [ ] No [ ] Not Applicable
- 9. Test Results including modifications r.ade: No electrical contact chatter, premature actuation, or resonant frequencies observed.
- 10. Other tests performed (such as fragility test, including results):
G
. 110-27 e
Q t'g. - l
~
VII. If Dualific'ation by Analysis er bv the'Cc=bination of Test and Analysis, then
' I Co:clete:
- 1. Description of Test including Results: '
- 2. Method of Analysis: -
[ ] Static Analysis
, [ ] Equivalent Static Analysis
[ ] Dynamic Analysis: [ ] Time-History - [ ] Response Spectrum
- 3. Model iype: [ ] 3D [ ] 2D [ ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. [ ] Computer Codes:
Frequency Range and No. of modes considered: [ ] Hand Calculations l 5, Method of Combining Dynamic Responses: [ ] Absolute Sum [ 1 SRSS [ ]Qther: (specify)
- 6. Dampi ng: Basis for the damping used:
- 7. Support Considerations in the model:
^
- 8. Critical Structural Elements:
Governing Lead
. or Response Seismic Total Stress
.A. Identification Location Combination Stress Stress Allowable 1
I l Effect Upon Functional
- 3. Max. Deflection Location Ocerability l
.- -l 110-28 l
. . . . y -
. to .
~
~
Oualification Su= mary of Ecuicment . I. Plant Name: J.M. Far'ev - Unit 2 . Tyoe:
- l. Utility: Alabama Power Company PW?. X
' ~
- 2. NSSS: Westinghouse 3. A/E: Bechtel BWR II. C meonent Name Power sucoly
- 1. Scope: [ ] NSSS
[X3BDP -
,2. Medel Nu=ber: N11048 Quantity: 2
- 3. Vendor: North Electric Co.'
- 4. If the component is a cabinet or panel, name and model No. of the devices included: N/A
- 5. Physical Descriptica a. Appearance Ventilated sheet metal housing
- b. Di:aansions 3k"x5"x61" 3
- c. Weight 7 lbs.
~ '
- 6. Lo' cation: Building: Control Room (Aux. Bldg.)
. Elevation: 157-6"
- 7. Field Mounting Coy Jittens [X] Bolt (No. , Si:e )
[] Weld (Lengen ) []
- 8. Natural Frequencies in Each Directicn (Side / Side, Frent/ Sack, Vertical):
No resonance
. S/S det >sen 5-20HZ F/3: es/s V: as/s
- 9. a. Functional
Description:
Power sucolv for level and temoerature Instrument looos
.- b. Is the equipment required for [] Hot Standby [ ] Cold Shutdown
[X] Both .
- 10. Pertinent Reference Design Specificatiens:
1 . . l l
. 110-25 - -
7 i
W bs
. . 11 _
~
III. Is Ecuiemeni: Available f'or Insoection'in the Plant: [X] Yes [ 3 No Test: X, I.V.. :cutoment Oualification Method:
), ...q.
Analysis:
-. 3.. .. ... .. .
C.ombination of Test and Analysis: Test and/or Analysis by North Electric Co.
- 662-1780-19611 (name cf Ccepany or Ldecratory & Report No.)
Y. Vibration In:et: . . - 3 .-
~
- 1. Loads considered: 1.[X] Seismic only 2.[ ]Hydredynamic cr.ly S.[ JExplosive only 4.[ ]Other (Specify) 5.[ ]'Co=binatica of
~
- 2. Required Response Spectra (attach the graphs): See FNP res'ponse spectra
~
- 3. Required Aci:eleratien in Each-Direction: see-FNP responser spectra -- -
.' S/S = - -
F/ B-=-- - --
.. .. V=
. L. : :. .- -- :- . :. ...
~ *
~
VI. If Oualificatien by Test. then Comolete: [ ] ran'dem ..
- 1. [X] Single, Frequency
~
[ ] Hulti-Frequency: [ ] sina beat [X 3 continuous sweeo )
- 2. [y Single Axis . ,
[ ] Multi-Axis ,
- 3. No. cf Qualificaticn Tests: OBE SSE Other
. - . . . - . . - _ . . . - (spectfy!
- 4. Frequency. Range: 15 to 55 HZ ,
- 5. TRS enveloping RRS u' sing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs) "
-. [.3 No
- 6. Input g-level Test'at. .. .. . S/S 3 S/S Y = 4 S/S
..=.0.1729 to 2.329 F/B = . , . .
Laboratory Mounting:
. 7.
'. 1;, [y] Eolt (No. .. Size ) [ ] Weld (Length ) []
- 3. Functienal cperability verified: [X]Yes [ ] No [ ] Not Applicable
. . 9. Test ?.esults. including codificaticns. made: Power Sucolies cerformed satisfactorily before, during and after all tests.
- 10. O..t.her . tests performed (such as fragil.ity test, including results): Shock, l
~ ~ ' - '
temp. shock, and humidity. -
-110-27 : , ,
-p. - , ,, -- w e , ,- - -e, o
. +
b-4
- l l
12 - - . - VII. If Oualific'ation by Analvsi,s er by th 'Cc .bination of Test and Analysis. tnen Ccmolete:
- l. Descriptica of Test including desults: -
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [ ] Dynamic Analysis: [ ] Time-History - - [ 3 Response Spectrum
- 3. Model Type: [ ] 3D [ ] 20 E 310
~. [ ] Finite Element [ ] Seam [ ] Closed Form Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. of codes considered: [ ] Har.d Calculaticas S. Meth:d of Ccx.bining Dynamic Responses: [ ] Absolute Sum [ ] SP.SS -
~
, [ ]Other:
(specify)
- 6. Dacping: Basis for the daming used: -
- 7. Support Consideratiens in the model:
- 8. Critical Stactural' Elements: .
Governing Lead . or Response Seismic Total Stress
, A. Identification Locaticn combination Stress stres s A11ewable Effect Upon Functienal l S. Max. Deflection Location .
Doerability l l 110-28 ; 1 1
.. m
Lh 10 , . Oualification Summary of Ecutoment I. Plant Name: J.M. Farley Unit 2 Tyoe:
- 1. Utility: Alabama Pcwer Comoany PWR X
- 2. NSSS: Westinghouse 2. A/E: Bechtel swa II. Com:enen: Name DIFFERENTIAL PRESSURE SWITCHES
- 1. Scope: [ ] NSSS
[X3 SOP .
~
288A Quantity: 2
- 2. Mcdel Nu=ber: .
Barton Instrument Cdrporation
- 3. Vendor:
- 4. If the ce=ponent is a cabinet or panel, name and model No. of the devices included: N/A
\
- 5. Physical Description a. Appearance Dial & Switches Front,' Cell on Back 1
- b. Dimensions 74"W x 74"H x Sh"D i
- c. Weight 8 lbs.
\
- 6. Lo' cation: Building: River Water Structure 1 1
. Elevation: 106'-6" )
- 7. Field Mounting Conditions [ ] Soit (No. , Si:e )
- [] Weld (Leng:n ) l l
[X] Bolt on Seismic Mount (Field Fab)
- 8. Natural Frequencies in Each Direction (Side / Side, Frent/ Sack, Vertical):
no resonance for range
. S/S: 3B Hz F/B: of frecuency 1-60Hz V: # F/B
- 9. a. Functional
Description:
Switch Alarms on Decreasing AP across lube water piping )
- b. Is the equipment required for [] Het Standby' [] Cold Shutdewn
[X] Both -
- 10. Pertinen: Reference Design Specifications:
l l
. 110-25
(~ W il
=& '
1
. 11
!j
. - . j III. Is Ecuicment Available for Inscection'in the Plant: [X] Yes [] No IV. Eceioment Qualificatien Method: Test: ki Analysis:
Cembination cf Test and Analysis: . Test and/or Analysis by Wyle Lab 53178 (name of Cc=pany of Lacoratory & Report Nc.) V. Vibratien Incut:
- 1. Loads considered: 1.[X] Seismic only 2.[ ]Mydr edyr.a=d e only S.[ ] Explosive only 4.[ ]Other (Specify) 5.[ ] Combination of Required Response Scectra (attach the graphs): See FNP resnonse snactra 2.
', 3. Required Acceleratien in Each Direction: See FNP response spectra S/S = F/B = V=
~
VI. If Qualification bv Test, then Comolete: ~ [ ] random
- 1. [X] Single Frequency [ ] Multi-Frequency- [ ] sine beat
[X] sine dwell
- 2. [X3 Single Axis [ ] Multi-Axis
- 3. No. cf Qualification Tests: OSE SSE Other 11 sine dwell tests.
(specify)
- 4. Frequency Range: 10HZ to 58HZ
- 5. TRS enveloping RRS uhing Multi-Frequency Test [ ] Yes (Attach TRS & RRS graphs)
[]No F/3 = V = 2a
~
- 5. Input g-level Test at S/S = 3a 3a
. 7. Laboratory Mounting:
- 1. [X] Bolt (No. , Size ) [ ] Wel (Length ) []
- 3. Functional cperability verified: [X]Yes [ ] No [ ] Not Applicable
- 9. Test Results including codifications made: No resonances detected in Sw.#1 Sw.i2 detected resonance in X-axis at 20HI, 30H7. and 58HZ. SW52 ralav had cnatter at sine cwell at 3SHZ with 39 input.
- 10. Other tests performed (such as fragility test, including results):
e G
. 110-27
- c. g l
~. l VII. If Oualification by Analysis er by thA' Combination of Test and Analysis, then Comolete:
- l. Description of Test including Results: '
- 2. Method of Analysis:
[ ] Static Analysis [ ] Equivalent Static Analysis - [ ] Dynande Analysis:. [ ] Time-History - [ ] Response Spectrum
- 3. Model Type: [ ] 3D [ ] 2D E ] 1D
[ ] Finite Element [ ] Beam [ ] Closed Form Solution
- 4. . [ ] Computer Codes:
Frequency Range and No. cf modes considered: [ ] Hand Calculaticis
- 5. Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS -
[ ]Dther: (specify)
- 6. Dacpi ng: Basis for the damping used:
- 7. Support Considerations in the model:
~
- 8. Critical Structural Elements: .
Governing Lead or Response Seismic Tc:al Stress
.A. Identification Location Combination Stress Stress All owable l
Effect Upon Functienal B. Max. Defleccion locatien . Goerability 110-23
.}}