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Forwards Qualification Summary Info for non-NSSS Mechanical & Electrical Equipment Selected by Seismic Qualification Review Team for Evaluation
	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)
	v • d • e

{{#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 F. L. Clayton, Jr. CLB/rt Enclosure cc: Mr. R. A. Thomas Mr. G. F. Trowbridge

Jr. L. Kintner (w/ enclosure)

Mr. W. Bradford j ( 5 'h s THIS DOCUMENT CONTAINS 937 P00R QUALITY PAGES .80070900 i

Cc r y o 10 Oualificatien Su=r.ary of Ecuicment 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 II. Comconent Nzme REACTOR CONTAINMENT AIR COOLER UNITS 1. Scope: [ ] NSSS [X] BOP 2. Model Number: NA Quantity: 4 3. Vendcr: American Air Filter .) 4. If the component is a cabinet or panel, name and model No. of the devices included: 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,

W (?? e .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 1 4.[ ]0ther (Specify) 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 3. Vendor: Joy Manf. 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..

{._ i ,7 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

- ~

C..g..

Gy 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: (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. W y 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: 5. Physical Description a. Appearance Tvoe 30 Air Comoressor b. Dioensions 70'l x 66'H 26"W 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 [] Both line break

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

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' 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: Governing Load or. Response Seismic Total Stress .A. Identification Location Combination Stress Stress Allowable j Effect Upon Functicnal '3. .ax. Deflection Location Ocerability w 110-28 ,r

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p, p. .g 10 Qualification Summary of Ecuiement I. Plant Name: J.M. Farley Unit 2 Tyoe: 1. Utility: Alabama Power Company PWR X 2. NSSS: Westinchouse 3. A/E: Bechtel BWR N ~ 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: 9. a. Functional

Description:

To transfer heat from the comconant 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 E 1 ! 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= . 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 [X] Both Leak Detection

10. Pertinent Reference Design Specifications:

SS-1302-12 110-26

g c.. r: ,t y y . 11 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 = V= 3 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 .,,,e--

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

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 Required Acceleration in Each Direction: See FNP Response Spectra 3. 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 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 2. NSSS: Westinghouse 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 b. Is the equipment required for [] Hot Standby [] Cold Shutdown [] Both NA 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: l. Loads' considered: 1.[X] Seismic only 2.[ ]Hydredynamic only S.[ ] Explosive only 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 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= 0.69 + 9.52g over range of 1-35 Hz . 7. Laboratory Mounting: 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 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: l 10. Other tests performed (such as fragility test, including results): ) 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 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 Effect Upon Functional B. Max. Deflection locatien Ooerability 110-28

. ~. i Ct. S ~ e-w 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. 10"(L) x 4.25"(W) x 7.75"(H) b'. Dimensions 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 Other 2 { valve open 3. No..of Qualification Tests: OBE SSE fvalve 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 .c. r o p q==g VII. If Qualific' tion by Analysis or by the' Combination of Test and Analysis, then a 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 .h 11 - 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: [ ] ran' dom 3 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: 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): 110-27 e -,,- g

~ '. f=:+ C-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 [ ] Dynamic Analysis: [ ] Time-History { [ ] Response Spectrum 1 3. Model Type: [ ] 3D [X] 2D []10 [ ] Finite Element [X] 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: (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 Cast Body 16,200 Effect Upon Functional ~B. Max. Deflection Location Ooerability Not Calculated 110-28 i

g g .,o. - Qualification Surraarv of Ecuicment 1. Plan

Name:

J.M. Farley Unit 2 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

4.

If the co=ponent is a cabinet or panel, name and model No. of the devices included: 5. Physical Description a. Appearance Butterfly Valyc 48" I.D. 69 ll/16"(H) X 59 h" (W) (Valve Only) 6. Dimensions 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 6. Input g-level Test at 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: [ 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: Goveming Load or Response Seismic Total Stress .A. Identification Location Combination Stress Stress Allowable Effect Upon Functional S. Max. Deflection Locat' ion Ooerability 110-28

[:. O ^ u-v.;= 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 6. Location: Building: 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 -r

1 (b r t ~ 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 by Analysis er by th ' Combination of Test and Analysis, then a 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.. C'- w 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 III. Is Ecuipment Available for Insoection4n the Plant: [X.] Yes [] No IV. Ecuicment Qualificatien Method: Test: X Analysis: Combination of Test and Analysis: 1 Test and/or Anal sis by Custom Component Switches f (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 premature actuation due(such as fragility test, including results): to vibration 10. Other tests performed 110-27

(y C.. 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 ~ Effect Upon Functicnal B. Max. Deflection Location Coerability -110-28

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-C= v . 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~ tion by Analysis or by th ' Combination of Test and Analysis, then a 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 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 2. Required Response Spectra (attach the graphs): OBE & SSE RRS for containment @ 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 Laboratory Mounting: 100". . 7. 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~ tion by Analysis or by the'Com.bination of Test and Analysis, then a 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' g y g 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; Kppearance Metal enclosed structure 5. Physical Description a. PAV 0126 35" x 20S" x 62-3/4" 441" x 2ch" x 78" 6. Dimensions PAV 0123 3 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 9. a. Functional

Description:

Part of Power Distribution System 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: Governing Load 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 j N/A 110-23 d g -y w

($ h e. 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 4 w ~* 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 . X] Single Frequency [ ] Multi-Frequency: [ ] sue beat [ 1. [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 5. Input g-level Test 'at S/S = 0.5g pfg. 0.Eg 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 i.-, - --- i 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 C & D Batteries (Division of kLTpA Corporation) 3. Vendor: 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

( l e , 4-N .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

(hi: o 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 ~ 3. Vendor: C & D Batteries (Division of ELTRA Corporation) 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: S/S = 0.16g(ZPA) F/3 = 0.16g(ZPA) y= 0.15g(ZPA) 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_ t gs rg 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 3. Vendor: C & D Batteries (Di' vision of ELTRA Corporation) 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 t ..n - 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: S/S = 0.16g ZPA F/B = 0.15g ZPA y. 0.15g ZPA '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

h. ::.=-

o

== 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 -9 as s/s a 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 Laboratcry Mounting: . 7. 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 1 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: 5. Physical Description a. Appearance b. Dicensions 3b"W x 3"D x 4h"H c. k'ei ght, 2# 6. Lo:ation: Building: Diesel Elevation: 155'- 7. Field Mounting Conditiens [X] Bolt (No. . Size ) [] Weld (Leng:n ) [] 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 Required Acceleration in Each Direction: See FNP response spectra 3. 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 no. of Qualification iests: OSE SSE Other e. (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 NA S. Input g-level Test'at S/S, 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

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 [ ] 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 I

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O.1 1 10 100 Frquency (Hz) FIctsI I RFiir7EC Prsictisc stECitCt I 2\\ C;F.'IE CT FIG'#I 2 CF APPECIX !!I.v.;I.TItI.,IED 51 1.4U

g r-s- 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 10. Pertinent Reference Design Specifications: 55-1102-11 110-25 a

w 6 I ? . 11 III. Is Ecuic:nen: Available for Inscection'in the Plant: [X] Yes [] No IV. Eouicment Qualification Method: Test: sy 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) 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= Laboratory Mounting: . 7. 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

i Q 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.. r .gg 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 9. a. Functional

Description:

125 v. D.C. Distribution

b. LIs the equipment required for [] Hot Standby ~ [] Cold Shutdewn

[X] Both l

10. Pertinent Reference Design Specifications:

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 110-27 w

(g. h.. I) ~ - ~ VII. If Oualific~ation by Analysis or by thA' Combination of Test and Analysis, then Ccmolete: l. Descriptien of Test including Results: -l 2. Method of Analysis: [ ] Static Analysis [ ] Equivalent Static Analy, sis [ ] Dyramic Analysis: [ ] Time-History [ ] Response Spectrum 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.

( l ,W 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) 10. Other tests per#crmed (such as fragility test, including results): None Resonance Frequency Search 110-27

( (r=- q-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: 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 w 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: Appearance Ball Float (captive) 5. Physical Descriptien a. 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

(. l e- ~.- 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 Effect Upen Functicnal

3.

Max. Cefle::f en L:: :ica 0:erability 110-28

i

=

i Cualification Su =a-v cf Ecuioment I. Plant Name: J.P. Farlev - Unit 2 Tvoe' 1. Utility: Alabama Power comoany Ph?. X 2. NSSS:b'estinghouse 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 l . 11 4 III. Is Ecui: ment Available for Ins:ectientin the Plant: [ $ Yes [] No IV. Eouiement Oualification Methed: Test: i X Analysis: 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

l E . 11 III. Is Ecui: ment Available ter Ins:ection'in the Plant: [ p Yes [] No IV. E:uic nen: Cualification Me: hod: Test: s X Analysis: 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 2. Required Respense Spectra (attach the graphs): See FNP response spectra 3. Required Acceleration in Each Direction: S/S = 3g F/B = 39 - _Y = 3g 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: Appearancelarge Control Valve 5. Physical Descript*0n a. 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: 10. Other tests performed (such as fragility test, including results): 110-27

Q l 9 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 .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

g s 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: Appearance Brass 3 Port Body, Topmounted Col 5. Physical Description a. 2"Lx4"Hx2'W b. Di:nensions 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

\\ (ilW j qw . 11 III. Is Ecuioment Available for Inscection'in the Plant: [X] Yes [] No ~ 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

f Q 1 g.

e If Oualific' tion by Analysis or by the' Combination of Test and Analysis then VII.

a Comolete: N 1. Description of Test including Results: 2. Method of Analysis: [ ] Equivalent Static Analysis [ ] 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 Effect Upon Functicnal 3. Max. Deflection Location Doerability 110-28

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: Appearance Flanges & Capsule on bottom, electronic 5. Physical Description a. on top b. Dimensions 4 "Wx9"Hx4 "D c. Weight 12 lbs. ~ 6. Location: Building: Roof - Rivar Watar Structura 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 9. a. Functional

Description:

Senses River level on back pressure 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

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 22HZ - 78HZ 4. Frequency Range: 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: Corcinat on of Test and Analysis: i 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) E _/B = 0.64g to 3 NO 0.64g tc 0.649 to r 3a V= 3a 5. Input g-level Test at S/S = so 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 by Analysis or by th ' Combination of Test and Analysis, then a 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 I. Plan: Naee: J.M. Farley -Unit 2 Tyoe: 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. Lo' cation: Building: Diesel Building - Engine Rooms & 011 5torage Rooms 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 Required Acceleration in Each Direction: See FNP response spectra 2. 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, 6. Input g-level Test at S/S = 1.5+ 5.0c F/B = 1.5 - 5.0a 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~

4:- ser 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 I. Elant Name: J.fl. Farley - Unit 2 Tyoe: 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: Appearance Rectangular Aluminum b5x with Pressport 5. Phys'c11 Description a. 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

t'g. Q 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 i pe: [ ] 3D [ ] 2D [ ] 1D y [ ] 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 [ 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 Effect Upon Functional 3. Max. Deflection Location Ocerability l 110-28

y . to. ~ Oualification Su= mary of Ecuicment ~ Tyoe: I. Plant Name: J.M. Far'ev - Unit 2 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" Field Mounting Coy Jittens [X] Bolt (No. , Si:e ) 7. [] 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

bs W . 11 _ Available 'or Insoection'in the Plant: [X] Yes [ 3 No ~ III. Is Ecuiemeni: f I.V.. :cutoment Oualification Method: Test: X, Analysis: ), ...q. C.ombination of Test and Analysis:

3.....

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 ~ V= F/ B-=-- - S/S = - L. ~ VI. If Oualificatien by Test. then Comolete: ~ [ ] ran'dem 1. [X] Single, Frequency [ ] Hulti-Frequency: [ ] sina beat [X 3 continuous sweeo ) ~ [ ] Multi-Axis 2. [y Single 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.. ..=.0.1729 to 2.329 F/B = 3 S/S Y = 4 S/S S/S . 7. Laboratory Mounting: 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, ~ ~ ' - 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 S. Max. Deflection Location Doerability 110-28 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 ~ 2 2. Mcdel Nu=ber: 288A Quantity: 3. Vendor: Barton Instrument Cdrporation 4. If the ce=ponent is a cabinet or panel, name and model No. of the devices included: N/A \\ Appearance Dial & Switches Front,' Cell on Back 5. Physical Description a. 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 [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: 110-25

(~ i l .=& W 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 2. Required Response Scectra (attach the graphs): See FNP resnonse snactra 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 5. Input g-level Test at S/S = 3a F/3 = 3a V = 2a ~ . 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 Effect Upon Functienal B. Max. Defleccion locatien Goerability 110-23 .}}

ML19320B068

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