ML20052B194: Difference between revisions
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| number = ML20052B194 | | number = ML20052B194 | ||
| issue date = 04/23/1981 | | issue date = 04/23/1981 | ||
| title = Seismic Qualification Re-evaluation Class IE Equipment:Control Room Panels | | title = Seismic Qualification Re-evaluation Class IE Equipment:Control Room Panels | ||
| author name = Hardy R, Hassan S, Layne I | | author name = Hardy R, Hassan S, Layne I | ||
| author affiliation = GENERAL ELECTRIC CO., SCIENCE APPLICATIONS INTERNATIONAL CORP. (FORMERLY | | author affiliation = GENERAL ELECTRIC CO., SCIENCE APPLICATIONS INTERNATIONAL CORP. (FORMERLY | ||
| Line 19: | Line 19: | ||
{{#Wiki_filter:/ | {{#Wiki_filter:/ | ||
4 | 4 | ||
' GRAND GULF NUCLEAR STATION i | |||
STATION | UNITS 1 & 2 SEISMIC QUALIFICATION REEVALUATION CLASS 1E EQUIPMENT I | ||
COMPONENT NAME: | COMPONENT NAME: | ||
CONTR01 ROOM PAnete MPL OR EDL ITEM NO.: | |||
AS ATTACHED i | |||
MPL | |||
==REFERENCE:== | ==REFERENCE:== | ||
H13-P601 l | H13-P601 l | ||
THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS. | THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS. | ||
1 16 / | 1 16 / | ||
I.B. pI YNF DATE MARCH 27, 1981 l | |||
1 | PREPARED BY. | ||
l | 1 ScienCO ADDlications. Inc ORGANIZATION l | ||
g,7g ' d a M N R. H. Hardy REVIEWED BY: | |||
/ | |||
/ | |||
SORT PROGRAM MANAGE S. E. Hassan 1 6 M 3 | |||
t 7 -W oxyg APPROVED BY. | |||
RESPONSIBLE DESIGN ENGINEER GENERAL @ ELECTRIC 8 2 0 4 3 083 'l k a 3-2 | |||
e f | e f | ||
Ovalification suma$r of Ecutoment | = | ||
I. Plant Name: | Ovalification suma$r of Ecutoment I. | ||
Plant Name: | |||
GRAND GULF g | |||
1. | |||
Utility: MISSISSIPPI POWER & LIGHT PWR 2. | |||
NS$$: | |||
GE 3. | |||
A/E: BECHTEL BWR 6 Mk III II. Component Name Control Room Panel 1. | |||
Scope: [X3MSSS | |||
[]B0P l | |||
2. | |||
Model Number: | |||
H13-P601 Quantity: one 3. | |||
Vendor: General Electric Co. | |||
4. | |||
If the component is a cabinet or panel, name and sedel No. of 'the devices included: | |||
See attached device list 5. | |||
Physical Description a. | |||
Appearance Vertical / Bench Board b. | |||
Dimensions 117.5" X 84" x30" NA c. | |||
Weight 6. | |||
Location: Building: | |||
Co'ntrol Elevation: | |||
See attached device list 7. | |||
Field Mounting Conditions [X3 Bolt (No. | |||
* Size 5/8" ) | |||
} Weld (Length | |||
) | |||
* On 6" centers. | * On 6" centers. | ||
8. | |||
a. | |||
System in which located: | |||
Reactor Core Coolino system b. | |||
Functimal | |||
== Description:== | == Description:== | ||
Reactor Core Coolino Bench Board 1 | Reactor Core Coolino Bench Board 1 | ||
c. | |||
[X] Both | Is the equipment required for [ ] Hot Standby [] Cold Shutdown | ||
[X] Both | |||
[] Neither 9. | |||
Pertinent Reference Design Specifications: coa refo,anco 4.3.4 l | |||
l 12/80 3-3 | l 12/80 3-3 | ||
2 III. Is Eouipment Available for Inspection in the Plant: | 2 III. Is Eouipment Available for Inspection in the Plant: | ||
[x 3 Test | [X3 Yes | ||
Compay that Prepared Report: | [] No IV. Equipment Qualification Method: | ||
[x 3 Test | |||
V. | [3 Analysis | ||
[ 3 Combination of Test and Analysis Qualification Report *: | |||
: f. Method of Combining RRS: [ ] Absolute Sum [ 3SRSS | Seismic Test Report'H12-P870 (No., Title and Date) | ||
See Reference 4.3.1 General Electric Co. | |||
Compay that Prepared Report: | |||
: 3. ' Damping. Corresponding to RRS: OBE | I General Electric Co. | ||
Compav that Reviewed Report: | |||
V. | |||
SSEl__ SIS.= | Vibration Input: | ||
1. | |||
Loads considered: a.[X3 Seismic only b.C 3 Hydro (ynamic only c.[ 3 Explosive c d.[. 30ther_(Specify) e.[ 3 Combination of | |||
: f. Method of Combining RRS: [ ] Absolute Sum [ 3SRSS | |||
[X] | |||
NA | |||
, (other, specify) 2. | |||
Required. Response Spectra (attach the graphs): | |||
See section 2 | |||
: 3. ' Damping. Corresponding to RRS: OBE 3% | |||
SSE 3% | |||
4. | |||
Required Acceleration in Each Direction: | |||
[x3ZPA | |||
[ 30ther V f*E'".t f ) | |||
ib | |||
.254 OBE,_S/S_= | |||
pfg. | |||
.254 SSEl__ SIS.= | |||
.507 F/B = | |||
.50/ | |||
V= | |||
.239 5. | |||
Is long-term vibration load effects considered | |||
[ 3Yes | |||
[x JNo | |||
* Note: The H13-P601 panel is simi.lar to the tested prototype H12-P870 panel. | * Note: The H13-P601 panel is simi.lar to the tested prototype H12-P870 panel. | ||
The results of the H12-P870 test were applied to the H13-P601 panel per the methodology described in the text. | The results of the H12-P870 test were applied to the H13-P601 panel per the methodology described in the text. | ||
l 3-4 | l 3-4 12/80 | ||
3 VI. If Qualification by Test, then Complete: | 3 VI. If Qualification by Test, then Complete: | ||
[ ] random | [ ] random 1. | ||
[ ] Single Frequency | |||
[x] rn and out-of-ohnso | [X3 Multi-Frequency: | ||
[ ] sine beat | |||
[x] rn and out-of-ohnso 2. | |||
[ ] Single Axis | |||
[X3 Multi-Axis 3. | |||
S/S = | No. of Qualification Tests: 08E 5 | ||
SSE 1 | |||
Other (specify) 1-33 Hz 4. | |||
Frequency Range: | |||
Natural Frequencies in Each Direction (Side / Side, Front /Back,, Vertical): | |||
5. | |||
l S/S = | |||
13 F/B = | |||
15.5 V= | |||
None 6. | |||
Method of Detenntning Natural Frequencies l | |||
[x] Lab Test | [x] Lab Test | ||
[ ] Insitu Test | |||
[ ] No See Section 2 | [ ] Analysis 7. | ||
TRS enveloping RRS using Multi-Frequency Test [X3 Yes (Attach TRS & RRS grap! | |||
[ ] No See Section 2 8. | |||
Input g-level Test: OBE S/S = | |||
: 10. Functional operability ve..fted: [ XJ Yes [ ] No | 1.0 F/B = | ||
1.0 V= | |||
1.0 SSE S/S = | |||
1.5 F/8 = | |||
1.5 V= | |||
1.5 9. | |||
Laboratory Mounting: (All mounting holes used). | |||
1. | |||
[X3 Bolt (No. | |||
Size 5/s | |||
) | |||
[] Weld (Length- | |||
) | |||
[x] clamne | |||
: 10. Functional operability ve..fted: [ XJ Yes [ ] No | |||
[ ] Not Applicable | |||
: 11. Test Results including modifications made: The Danel maintained its l | : 11. Test Results including modifications made: The Danel maintained its l | ||
structural integrity and the devices performed their Class IE function. | structural integrity and the devices performed their Class IE function. | ||
Other test perfonned (such as aging or fragility test, including results): | |||
12. | |||
Fragility test results were applied as noted on the device list to establish seismic capability of certain devices. | Fragility test results were applied as noted on the device list to establish seismic capability of certain devices. | ||
l l | l l | ||
| Line 104: | Line 178: | ||
I | I | ||
4 VII. If Qualification by Analysis or by the Combination of Test and A9alysis, then Conclete: | 4 VII. | ||
If Qualification by Analysis or by the Combination of Test and A9alysis, then Conclete: | |||
1. | |||
[ ] Static Analysis | Descripition of Test including Results: | ||
NA 2. | |||
Method of Analysis: | |||
[ ] Static Analysis | |||
S/S = | [ ] Equipment Static Analysis | ||
. [ ] Dynamic Analysis: [ ] Time-History | |||
[ ] Lab test | " [ ] Response Spectrum 3. | ||
[ ]Insitu Test | Natural Frequencies in Each Direction (Side / Side Front /Back. Vertical): | ||
: 5. ' Model Type: | S/S = | ||
[ ] Finit Element | F/B = | ||
V= | |||
4. | |||
Method of Determining Natural Frequencies | |||
[ ] Lab test | |||
[ ]Insitu Test | |||
[ ] Analysis. | |||
: 5. ' Model Type: | |||
[ ] 3D | |||
[]2b | |||
[][D | |||
[ ] Finit Element | |||
[ ] Beam | |||
[ ] Closed Form Solution 6. | |||
[ 3' Computer Codes: | |||
Freque,ncy Range and No. of modes considered: | Freque,ncy Range and No. of modes considered: | ||
[ ] Hand Calculations | [ ] Hand Calculations 7. | ||
Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS | |||
~ | |||
[ 30ther: | [ 30ther: | ||
(specify) | (specify) 8. | ||
Damping: OBE Basis for the damping used: | |||
SSE | SSE 9. | ||
Support Considerations in the model: | |||
10. | |||
Critical Structural Elements: | Critical Structural Elements: | ||
~ | |||
Governing Load or Response Seismic Total Stress A. | |||
Governing Load or Response | Identification Location Combination Stress Stress Allowable Maximum Allowable Deflection B. | ||
Max. Critical to Assure Functional Oper-Deflection Location ability 3-6 12/80 | |||
* ISMIC QU-ALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL N" LASS 1E EQUIPMENT j | |||
i Panel MPL Ref: H13-P601 i | |||
Location, Elevation: Central Floor, 166' System: Reactor Core Cooling Bench Board Panel Dimension: | |||
117.5" x 84" X 30" l CURRENT SEIS!!IC l | |||
l l | |||
. CAPABILITY / | |||
l MAXIMUM EXPECTED l I MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPilENT l | |||
f I | |||
i j | |||
MPL NO2 DESCRIPTION | |||
' / IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMAPES 3 | |||
E12A-S07B l Switch l 145C3040P013 1 20 1 20 1 20 1 11.7 l 1.7 10.3 l See Note 3.1.3 S10BC 1, | |||
l l | |||
1 l | |||
l l | |||
l l | |||
S12BC l-l l | |||
l l | |||
l l | |||
l l | |||
S16BC l-l l | |||
l l | |||
l l | |||
l l | |||
S35B | |||
'l l | |||
_l l | |||
l l | |||
l l | |||
l S36B I | |||
l i | |||
l l | |||
l l | |||
l 1 | |||
l S37B l | |||
.l l | |||
l 1 | |||
l l | |||
l l | |||
S39B l | |||
'l. | |||
.I l | |||
l l | |||
l l | |||
l S40B l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S54B l | |||
l | |||
/- | |||
S58B l | |||
I I | |||
.1-l l | |||
l-l l | |||
I | |||
'l-l l | |||
l l | |||
l-S59B l | |||
l l | |||
l l | |||
l l | |||
l l | |||
F S688 j | |||
i 569B j | |||
i E12A-S03BC l Switch l 272A7689P001 l | |||
- 1 I | |||
l 11.7 1 1.9 1 0.3 IInsuficient Data E12A-SO4BC l Switch l 145C3040P007 l 20 l 20 l 20 l 11.7 l 1.8 l 0.3 l See Note 3.1.3 E12A-S04B-1 l Switch l 145C3040P018 l 20 l 20 1 20 l 11.7 l 2.0 1 0.3 l See Note 3.1.3 SO4C-1 1 | |||
I l | |||
l 1 | |||
l l | |||
l l | |||
E12A-S20BC l Switch l 145C3040P001 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 E12A-S60 l Switch l 145C3040P004 l 20 l 20 1 20 l 7.8 l 2.0 1 0.3 l See Note 3.1.3 E12A-S61 l Switch 1 145C3040P006 1 20 1 20 1 9n 1 | |||
7.8 l 1.6 1 0.3 l See Note 3_1.t E12A-S57 l Switch 1 2T2A7561P002 l | |||
l l | |||
l 11.7 l 1.9 1 0.3 lInsuficient Data noin. conn e, i | |||
e., % | |||
. s eicconsinonnx | |||
! yn | |||
! vn | |||
: e. w t | |||
7 r i ic e a, e e -- i.+ -.- | |||
P SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | |||
117.5" X 84" X 30" l CURRENT SEISMIC 1 | |||
System: Reactor Core Cooling Bench Board | l l | ||
Panel Dimension: 117.5" | CAPABILITY / | ||
l CURRENT | l MAXIMJM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I EQUIPMENT l | ||
l l | |||
LIMIT | MPL NO. | ||
DESCRIPTION IDENTIFICATION l f-b s-s v I f-b s-s v | |||
1 -REMARKS B21H-S76B l Switch 1 145C3040P006 l 20 1 20' l 20 17.8 l 1.6 1 0.3 1 Sec.!ote 3.1.3 C41 A-S06B i | |||
l | l l | ||
l l | |||
l l | |||
l l | |||
1 ee Note 3.1.3 S | |||
B21H-S24B l Switch, Contact Block i 145C3040P009 l 20 1 20 l 20 111.7 l 2.0 1 0.3 S24D-1 l | |||
l l | |||
l l | |||
1 1 | |||
I l | |||
1 Switch. Contact Block i 145C3040P010 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3 | |||
{l,B21HSI5B-1, C41 A-S06B-1 l Contact Block l 145C3040P009 1 20 1 20 1 20 1 11.7 1 2.0 1 0.3 1 See Note 3.1.3 B21H-S33 l Switch l 272A8971G001 1 | |||
7.51 4.0 l 10 1 3.6 l 1.6 1 0.3 l See Note 3.1.14 B21H-S75 l Switch l 145C3040P004 l 20 1 20 1 20 1 7.8 1 2.0 1 0.3 l See Note 3.1.3 C41A-S05B i | |||
I | l l | ||
l | I I | ||
I l | |||
I l | |||
h21H-S76B-1 l Switch, Contact Block l 145C3040P010 l 20 1 20 1 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 C41A-S01B l Switch | |||
! 272A7561P001 l | |||
I I - | |||
l 4.9 l 2.0 1 0.3 lInsuficient Data B21H-S01A.D l Switch 1 145C3040P015 1 20 l 20 l 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 B21H-S03A,0 l Switch l 145C3040P017 l 20 l 20 1 20 l 11.7 l-1.9 l 0.3 i See Note 3.1.3 B21H-S05 l Switch I 145C3040P019 l 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 SW i | |||
I i | |||
l I | |||
I I | |||
I l | |||
B21H-S05-1 1 Switch, Contact Block I 145C3040P010 l 20 l 20 l 20 1 11.7 l 1.9 1 0.3 i See Note 3.1.3 S27-1 1 | |||
I I | |||
I I | |||
I I | |||
I I | |||
0.3 I ee Note 3.1.3 B21C-S30AB l Switch: Pushbutton i 145C3230P004-l 10 1 10 110 1 3.6 l 1.6 I S | |||
S31AB l | |||
l l | |||
l l | |||
l l | |||
l l | |||
B21C-S12AB l Switch 1 145C3040P020 1 20 1 20 1 20 1 1.2 1 1.1 1 0.3 l See Note 3.1.3 S13AB l | |||
l I | |||
i l | |||
I I | |||
i l | |||
B21C-S38A.E I Switch 1 145C10403132 1 ?@ | |||
l ?n I ?n l99 1 1 1 l n1 I saa Mota 1 1 1 | |||
E SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: Il13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension: | |||
117.5" X 84" X 30" l CURRENT SEISMIC l | |||
l l | |||
CAPABILITY / | |||
l MAXIMUM EXPECTED I l HALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l | |||
l l | |||
MPL NO. | |||
DESCRIPTION IDENTIFICATION I f-b s-s v | |||
I f-b s-s v | |||
l REMARKS B21H-S388,F l Switch 1 145C3040P002 l 20 l 20 1 20 1 1.2 1 1.1 10.3 l See Note 3.1.3 B21C-S37AB i Switch l 145C3040P004 l 20 l 20 1 20 17.8 l 2.0 1 0.3 1 See Note 3.1 3 C41A-S05A l | |||
l l | |||
l 1 | |||
I l | |||
l I | |||
d3 B21H-S24A l Switch, Contact Block i 145C3040P009 l 20 1 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 S24C-1 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
j B21H-S24A,C l Switch i 145C3040P006 l 20 i 20 1 20 l 7.8 l 1.6 1 0.3 1 See Note 3.1.3 B21H-S76A-1 l Switch, Contact Block i 145C3040P010 1 20 1 20 1 20 11 1. 7 l 1.9_l 0.3 I See Note 3.1.3 B21H-S32 1 Switch 1 27?A8971P001 1 | |||
7.51 4.0 l 10 13.6 l 1.6 I 0.3 l See Note 3.1.14 B2111-S74 l Switch l 145C3040P044 l 20 1 20 l 20 14.6 l 2.0 10.3 l See Note 3.1.3 B21H-S76A l Switch 1 145C3040P006 l 20,120 1 20 17.8 l 1.6 1 0.3 l See Note 3.1.3 i | |||
C41A-S01A l Switch 1 272A7561P001 1 | |||
l 1 | |||
14.9 1 | |||
2.0 1 0.3 l Insuficient Data C41A-S06A-1 l Switch, Contact Block i 145C3040P009 1 20 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 E12A-S61-1 Switch, Contact Block 145C3_040P010 H 20 20 | |||
' 20 11 1 _ 7 l | |||
1.0 ln3 I saa Nata 1 1_3 C41A-S06A Switch 145C3040P006___ | |||
! 20 20 20 17.8 l | |||
1.6 10.3 l See Note 3.1.3 B21H-S74-1 Switch 145C3040P018 20 20 20 11.7 2.0 0.3 Sep Nate 3.1.3 521R-S28-1 Switch. Contact Block la5C3040P010 20 20 2n 11 7 1_o 0.3 See_ Note 3_1_3 B21H 329-1 l Switch | |||
! 145C3040P010 20 1 20 1 20 11 1. 7. | |||
I 2.0 10.3 l_Sep Note 3.1.3 B21H-S18 l Switch | |||
! 1dscandnpnn1 20 1 20 1 20 | |||
!11.7 1 | |||
1.9 10.3 I See Note 3_1.3 B23H:301 1 Switch | |||
! 149C3040P001 1 20. I 20 I 20 111.7 1 | |||
1.9 I O.3 l Sep Nnto 3.1.3 E51A-S17 i Switch | |||
! 145C3040P001 1 20 1 20 1 20 11 1. 7 1 1.9 10.3 i See Note 3.1.3 | |||
SEISMIC QUALIFICATION REEYALUATION 117.5 INat WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel Dimensions: MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension: | |||
117.5 X 84" X 30" 1 CURRENT SEIS!!IC l | |||
l l | |||
l | CAPABILITY / | ||
l MAXIMUM EXPECTED l l HALFUNCTION LIMIT l PEAK ACCELERATION l | |||
~ | |||
EQUIPMENT l | |||
I i | |||
l MPL No. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMARKS B21A-S20A.D l Switch l 145C3040P007 l 20 l 20 l 20 l11.7 l 1.8 l 0.3 i See Note 3.1.3 go B21A-S20A.D-;l Switch, Contact Block l 145C3040P009 l 20 l 20 l 20 111.7 12.0 10.3 lSee Note 3.1.3 g; | |||
B21C-S08A l Switch 1 145C3040P022 l 20 l 20 l 20 l 11.7 l 1.8 10.3 iSee Note 3.1.3 SO9A l | |||
l l | |||
l l | |||
l 1 | |||
l l | |||
thru S11A l | |||
l l | |||
l l | |||
l l | |||
1, l | |||
S15A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S17A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
thru S29A l | |||
l l | |||
l l | |||
l l | |||
l 1 | |||
S32A I | |||
l l | |||
l l | |||
l l | |||
l. | |||
l S33A l | |||
l l | |||
l l | |||
l l | |||
l' l | |||
B21H-S02A,0l Switch 1 145C3040P015 l 20 l 20 1 20 111.7 l 1.9 10.3 lSee Note 3.1.3 l | |||
B21H-SO4A.D l Switch 1 145C3040P017 l 20 l 20 l 20 l11.7 l 1.9 10.3 iSee Note 3.1.3 B21H-S06 l Switch i 145C3040P019 l 20 1 20 1 20 l11.7 l 1_4 I n.3 lSee Nnto 3.1_3 B21H-S37 i Switch l 145C3040P019 l 20 1 20 1 20 l11.7 l 1.9 l 0.3 lSee Note 3.1.3 S38 I | |||
l l | |||
l l | |||
1 I | |||
l l | |||
S35 l | |||
l l | |||
1 l | |||
1 I | |||
l 1 | |||
S36 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S28 l | |||
l l | |||
l l | |||
l l | |||
-l l | |||
S29 l | |||
l l | |||
1 I | |||
l l | |||
l l | |||
B21H-S06-1 l Switch, Contact Block l 145C3040P010 1 20 1 20 l 20 111.7 l 1.9 l 0.3 l See Note 3.1.3 l | |||
335-1 I | |||
l l | |||
l l | |||
l 1 | |||
1 I | |||
thru S38-1 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
SEISMIC | i SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | ||
117.5" x 84" x 30" I CURRENT SEISMIC l | |||
l l | |||
MPL | CAPABILITY / | ||
I MAXIMUM EXPECTED l I HALRJNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l | |||
l l | |||
MPL NO. | |||
DESCRIPTION IDENTIFICATION I f-b s-s v | |||
I f-b s-s v l REMARKS B21H-S26A l Switch 1 145C3040P001 1 | |||
20 1 20 1 20 1 11.71 1.91 0.3 1 See Note 3.1.3 E12A-S64A I | |||
l l | |||
1 l | |||
l l | |||
l l | |||
E12A-S62A l Switch l 145C3040P006 l | |||
20 l 20 1 20 l 7.81 1.61 0.3 l See Note 3.1.3 E12A-S62A-1 l Switch, Contact Block l 145C3040P010 l | |||
20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3 | |||
)$ | |||
E12A-S63A l Switch: Pushbutton i 145C3230P004 l 10 1 10 1 10 1 3.6 l 1.61 0.3 l See Note 3.1.3 E12A-S41A I Switch i 145C3040P003 1 | |||
20 l 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3 E12-R602A l Indicator Unit i 164C5288P163026 l 18 l 18 17 l 4.0 1 1.7 1 0.3 1 See Note 3.1.3 R603A I | |||
l l | |||
l l | |||
l l | |||
l l | |||
B21H-S10 l Switch l 145C3040P019 l | |||
20 1 20 l 20 1 11.7 l 1.9I 0.3 l See Note 3.1.3 S12 l | |||
l l | |||
l l | |||
l l | |||
l-l S13 I | |||
I I | |||
I I | |||
I I | |||
I I | |||
B21H-S10-1 l Switch, Contact Block i 145C3040P010 1 | |||
20 1 20 l 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 S12-1 l | |||
l l | |||
l l | |||
l l | |||
l 1 | |||
S13-1 1 | |||
I I | |||
I I | |||
I I | |||
I I | |||
B21H-S17 l Switch 1 145C3040P003 1 | |||
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12A-S06A 1 | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S34A l | |||
l l | |||
l l | |||
l l | |||
.I I | |||
E12A-S02A l Switch 1 145C3040P013 l | |||
20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 SO5A I | |||
l l | |||
l l | |||
l l | |||
l l | |||
SWA l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S10A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S12A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
4 SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | |||
117 5" X 84" X 30" 9 | |||
E12A- | l l | ||
CURRENT SEISMIC l | |||
l I | |||
CAPABILITY / | |||
l MAXIMUM EXPECTED l | |||
) | |||
l MALFUNCTION LIMIT l PEAK ACCELERATION l l | |||
EQUIPMENT l | |||
l i | |||
l MPL NO. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMARKS B21H-S26B l Switch l 145C3040P001 l | |||
20 l 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E12A-S56 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S64B l | |||
l l | |||
l l | |||
l l | |||
l l | |||
{l E12A-S21 l Switch: Pushbutton i 145C3230P004 l 10 l 10 l 10 1 | |||
3.6 l 1.61 0.3 lSee Note 3.1.3 r* | |||
E12A-S43BC l Switch 1 145C3040P004 l | |||
20 1 20 l 20 l 7.8 l 2.01 0.3 l See Note 3.1.3 E12A-S$3B l Switch l 145C3230P004 1 10 1 10 1 10 1 3.6 3 1.61 0.3 ! See Note 3.l.3 E12A-S62BC l Switch 1 145C3040P006 l | |||
20 l 20 l 20 l 7.8 1 1.6 l 0.3 l See Note 3.1.3 E12A-S62B-1 l Switch, Contact Block l 145C3040P010 l | |||
20 l 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S62C-1 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S41B l Switch 1 145C3040P003 1 | |||
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12-R602B l Indicator Unit l 16405288P163026 l 18 l 18 l7 1 4.0 l 1.7 l 0.3 l See Note 3.1.3 l | |||
R603BC l | |||
l l | |||
l l | |||
l l | |||
l l | |||
B21H-S09 l Switch l 145C3040P019 l | |||
20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S14 l | |||
l l | |||
l l | |||
l 1 | |||
l l | |||
B21H-S09-1 l Switch, Contact Block l 145C3040P010 1 | |||
20 l 20 l 20 l 11.7l 1.9 l 0.3 l See Note 3.1.3 S14-1 l | |||
l l | |||
l l | |||
1 l | |||
l l | |||
B21H-S69 l Switch l 145C3040P003 1 | |||
20 l 20 l 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S70 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S06B l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S34B l | |||
l I | |||
i 1 | |||
I l | |||
l l | |||
E12A-S02B l Switch 1 145C3040P013. | |||
l 20 1 20 1 20 1 11.71 1.91 0.3 l See Note 3.1.3 S05B l | |||
l l | |||
l l | |||
l l | |||
l I | |||
i SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | |||
117.5" X M" X 30" l CURRENT SEISMIC l | |||
l CAPABILITY / | |||
MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l | |||
l j | |||
l MPL NO. | |||
E12A- | DESCRIPTION IDENTIFICATION l f-b s-s v | ||
I f-b s-s v | |||
l REMARKS E12A-S16A I Switch l 145C3040P013 l | |||
20 1 20 l 20 l 11.7 1 0.9l'0.3 l See Note 3.1.3 i | |||
S35A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
' d; l -- | |||
S36A l | |||
l l | |||
l l | |||
[ | |||
I I | |||
u2 S54A j | |||
l l | |||
l l | |||
l l | |||
l 1 | |||
S58A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S59A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S68A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S69A I | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S03A l Switch l 272A7689P001 1 | |||
- I 1 | |||
- l 11.7 l 1.9 1 0.3 I Insufucient Data E12A-SO4A I Switch l 145C3040P007 l | |||
20 l 20 l 20 l 11.7 l 1.8 I 0.3 l See Note 3.1.3 E12A-SO4A-1 i Switch i 145C3040P018 l | |||
20 l 20 1 20 1 11.7 1 2.0 1 0.3 l See Note 3.1.3 E21A-S08 l Switch l 145C3040P001 l | |||
20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 E51A-S18 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S23 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
l E21A-SO9 l Switch: Pushbutton l 145C3230P004 1 10 1 10' l 10 1 3.6 1 1.6 1 0.3 l See Note 3.1.3 E21A-S10 l Switch l 145C3040P004 l | |||
20 l 20 l 20 1 7.8 l 2.0 1 0.3 l See Note 3.1.3 E21A-S11-1 l Switch l 145C3040P010 1 | |||
20 l 20 l 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E21A-S11 l Switch 1 145C3040P006 1 | |||
20 l 20 l 20 1 7.8 l 1.6'l 0.3 i See Note 3.1.3 E21-R600 l Indicator Unit l 164C5288P163026 l 18 1 18 17 1 4.0 1 1.7 1 0.3 i See Note 3.1.3 E51A-S16 l Switch 1 145C3040P006 l | |||
20 1 20 1 20 1 7.8 l 1.6 1 0.3 l See Note 3.1.3 S25 l | |||
l 1 | |||
l l | |||
1 l | 1 l | ||
l | l l | ||
S41 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
SEISMIC | SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | ||
S42-1 | 117.5" x 84" X 30" l | ||
CURRENT SEISMIC l | |||
l l | |||
CAPABILITY / | |||
I HAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l | |||
l i | |||
l MPL NO. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMARKS E51A-S42 l Switch i 145C3040P006 l | |||
20 1 20 l 20 l 7.8 l 1.61 0.3 i See Note 3.1.3 l | |||
E51A-S19 l Switch 1 145C3040P004 1 | |||
20 l 20 1 20 17.8 1 2.0 l 0.3 l See Hote 3.1.3 S20 l | |||
l l | |||
l l | |||
l l | |||
l 1 | |||
S37 l | |||
l l | |||
1 1 | |||
I I | |||
I I | |||
E51A-S41-1 i Switch, Contact Block i 145C3040P010 l | |||
20 1 20 l 20 l 11.7 l 1.91 0.3 l See Note 3.1.3 c, | |||
S42-1 l | |||
l 1 | |||
l l | |||
l l | |||
l l | |||
Jo E51A-S16-1 l Switch, Contact Block l 145C3040P009 l | |||
20 1 20 1 20 l 11.7 1 2.01 0.3 l See Note 3.1.3 S25-1 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51-K601 l Sq. Root Converter i 159C4486P001 1 | |||
10 1 2.1 1 1.5 14.0 l 1.71 0.3 I E51-R600 l controller i 163C1392P014 1 | |||
10 l 2.1 l 1.5 14.0 l 1.71 0.3 l E51-R606 l Indicator Unit l 164CS288P261040 l 18 l 18 l7 1 4.0 1 1.7 l 0.3 l See Note 3.1.3 E21A-S06 l Switch l 2T2A7689P001 1 | |||
- 1 I | |||
l 11.7 l 1.91 0.3 l Insuficient Data E21A-S07 l Switch | |||
! 272A7561P002 1 | |||
1 I | |||
- l11.7 1 1.91 0.3 l Insuficient Data E21A-S01 l Switch 1 145C3040P007 1 | |||
20 1 20 1 20 l 11.7 l 1.81 0.3 i See Note 3.1.3 E21A-S01-1 l Switch 1 145C3040P018 l | |||
20 1 20 l 20 l 11.7 l 2.01 0.3 1 See Note 3.1.3 E21A-S02 l Switch i 145C3040P013 l | |||
20 l 20 l 20 111.7 l | |||
: 1. 9. l 0.3 l See Note 3.1.3 SO4 l | |||
l l | |||
l l | |||
l l | |||
l 1 | |||
SOS I | |||
l l | |||
1 1 | |||
l l | |||
l l | |||
E51 A-S26 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-SO4 I | |||
I l | |||
l l | |||
l l | |||
l 1 | |||
E51A-S05 I | |||
I l | |||
l 1 | |||
1 1 | |||
l l | |||
1 i | 1 i | ||
SEISMIC | SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension: | ||
117.5" X 84" X 30" l CURRENT SEISMIC l | |||
l l | |||
CAPABILITY / | |||
I MAXIMUM EXPECTED l l MALRJNCTION LIMIT I PEAK ACCELERATION l EQUIPMENT l | |||
l l | |||
i MPL NO. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMARKS E51A-S09 i Switch 1 145C3040P013 1 | |||
20 1 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S07 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S39 I | |||
I l | |||
1 1 | |||
I I | |||
I I | |||
um E51 A-S40 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S10 l | |||
I I | |||
l l | |||
l l | |||
l. | |||
I E51A-S03 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S08 l | |||
l l | |||
l l | |||
l l | |||
l. | |||
1 E51 A-S24 l | |||
l l | |||
l l | |||
1 l | |||
l l | |||
E51A-S38 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S28 l Switch l 145C3040P003 1 | |||
20 l 20 1 20 -l 11.7l 1.91 0.3 1 S27 l | |||
1 1 | |||
I I | |||
l l | |||
l' l | |||
S11 1 | |||
I l | |||
l l | |||
l l | |||
l 1 | |||
S13 I | |||
I I | |||
I I | |||
I l | |||
l l | |||
E51A-S15 l Switch l 272A7689P001 l | |||
I | |||
- 1 | |||
- l 11.7l 1.9 I n.3 I Insuficient Data E51A-S1T l Switch i 145C3040P003 1 | |||
20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S?2 i Switch i 145C3040P001 1 | |||
20 l 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S33 i Switch l 272A7561P002 l | |||
- l | |||
- 1 | |||
- l 11.7l 1.91 0.3 l Insuficient Data E51A-S35-1 1 Switch, Contact Block l 145C3040P018 l | |||
20 1 20 1 20 6 11.7 l 2.0! 0.3 l See Note 3.1.3 E51A-S01 l Switch i 145C3040P007 1 | |||
20 l 20 l 20 i 11.7l 1.81 0.3 l See Note 3.1.3 S35 I | |||
l l | |||
l l | |||
l l | |||
l l | |||
E51A-S01-1 l Switch, Contact Block i 145C3040P018 1 | |||
20 l 20 1 20 l 11.7l 2.01 0.3 l See Note 3.1.3 S02-1 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
SEISMIC | SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension: | ||
117.5" x 84" x 30" l CURRENT SEISMIC l | |||
l l | |||
CAPABILITY / | |||
l MAXIMUM EXPECTED l l HALF 1JNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l | |||
l l | |||
MPL NO. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
l f-b s-s v | |||
l REMARKS E51A-S02 i Switch i 145C3040PO49 l | |||
20 i 20 l 20 1 8.2 l 1.41 0.3 l See Note 3.1.3 C11B-S04 l Switch l 145C3040P017 l | |||
20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 S06 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
E12A-S37A l Switch 1 145C3040P013 l | |||
20 l 20 1 20 111.7 l 1.91 0.3 l See Note 3.1.3 m | |||
S39A l | |||
l l | |||
l l | |||
l l | |||
l. | |||
l S40A l | |||
l l | |||
l l | |||
l l | |||
l l | |||
4 | |||
4 SEISMIC | 4 SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension: | ||
HPL NO. | 117.5" X 84" X 30" l CURRENT SEISMIC l | ||
l l | |||
E22A-S05 | CAPABILITY / | ||
l MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l | |||
l 1 | |||
l HPL NO. | |||
DESCRIPTION IDENTIFICATION l f-b s-s v | |||
I f-b s-s v | |||
l REMARKS E22B-S03 i Switch | |||
' 145C3040P013 1 | |||
20 20 20 11.7 l 1.9 1 0.3 l See Note 3.1.3 E22B-S05 I | |||
l l | |||
l I | |||
E22B-S11 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
l E22A-S03 l Switch 1 272A7561P002 l | |||
1 l | |||
1 11.7 l 1.9 1 0.3 I Insuficient Data _ | |||
E22A-S05 l Switch 1 145C3040P001 l | |||
20 1 20 l 20 I 11.7 l 1.9 l 0.3 1 See Note 3.1.3 Y E228-S01 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
U E22A-501 i Switch i 145C3040P013 1 20 i 20 I 20 1 11.7 l 1.9 1 0.-3 l See Note 3.1.3 O | |||
i l | i l | ||
SEISMIC | SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board j | ||
l CURRENT SEISMIC | Location, Elevation: Central Floor, 166' Panel Dimension: | ||
117.5" X 84" X 30" i | |||
1 | l CURRENT SEISMIC l | ||
1 | l l | ||
l 11.7l | CAPABILITY / | ||
l MAXIMJM EXPECTED I I MALFilNCTION LIMIT l PEAK ACCELERATION l EQtIIPMENT l | |||
S15 | l l | ||
MPL NO. | |||
E12A-S43A | DESCRIPTION IDENTIFICATION l f-b s-s v | ||
I f-b s-s v i REMARKS E22B-S02 i Switch 1 272A7689P001 1 | |||
1 1 | |||
l 11.7l 1.9l'0.3 l Insuficient Data S07 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
29 I | |||
I l | |||
l l | |||
l l | |||
l l | |||
S10 l | |||
l I | |||
l l | |||
l l | |||
l l | |||
S15 l | |||
l l | |||
l l | |||
l l | |||
l | |||
. I l 1 l | |||
E22B-SO4 l Switch 1 145C3040P030 l | |||
20 1 20 1 20 1 11.7l 1.6 l 0.3 l See Note 3.1.3 S06 l | |||
l l | |||
l l | |||
l l | |||
1 l | |||
l 28 l | |||
l l | |||
l l | |||
1 1 | |||
I l | |||
S12 I | |||
I I | |||
I I | |||
I I | |||
I I | |||
S13 I | |||
I I | |||
I I | |||
I I | |||
I I | |||
S14 I | |||
I I | |||
I I | |||
I I | |||
I I | |||
E22B-S16 i Switch l 272A7695P001 l | |||
l 1 | |||
l 8.4 l 1.7 l 0.3 l Insuficient Data _ | |||
E12A-S43A l Switch 1 145C3040P004 l | |||
20 l 20 1 20 1 7.8 l_ 2.0 l 0.3 l See Note 3.1.3 E12-R607 l Indicator Unit l 164C5288P261041 l 18 1 18 17 1 3.6 l 1.41 0.3 i See Note 3.1.2 E12A-S20A l' Switch 1 145C3040P001 l 20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3 B21H-K031 1 Relay l 164CS258P001 l 17 l 17 l 10 1 11.7 1 2.01 0.3 l See Note 3.1.3 E12A-AT6-I I Isolator Card l 204B6208AAG002 l 10 l 10 1 28 1 4,9 l 2.01 0.3 i See Note 3.1.3 E12A-AT6-0 l Isolator Card l 204B6220AAG002 l 10 l 10 l 28 1 4.9 l 2.01 0.3 l See Note 3.1.3 I | |||
SEISMIC QUALIFICATION REEVALUATION 1 | |||
Panel MPL Ref: H13-P601 | 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT 1 | ||
Panel MPL Ref: H13-P601 System: Reactor Core Cooling Pench Board l | |||
l | Location, Elevation: Central Floor, 166' Panel Dimension: | ||
l MALFUNCTION LIMIT I PEAK ACCELERATION I EQUIPMENT | 117.5" X 84" X 30" I CURRENT SEISMIC l | ||
l i | |||
E12A-AT/-O | l CAPABILITY / | ||
,[ | l MAXIMUM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I I | ||
* E12A-AT8-I | EQUIPMENT I | ||
{ | l l | ||
S07 | HPL NO. | ||
E22-R601 | DESCRIPTION IDENTIFICATION l f-b s-s y | ||
S12 | 1 f-b s-s v | ||
l REMARKS I | |||
E12A-AT/-O l Isolator Card l 204B6188AAG002 l 10 1 | |||
10 1 28 14.9.I 2.0 1 0.3 i See Note 3.1.3 B21H-K032 l Relay l 164C5258P001 1 | |||
17 l 17 l 10 l 4.9. I | |||
: 2. 0. l 0.3 ISee Note 3.1.3 i | |||
l E12A-AT8-0 l Isolator Card i 204B6188AAG002 l 10 l | |||
10 1 28 l 4.9. I | |||
,2.0 l.0.3 l See Note 3.1.3 | |||
,[ | |||
E12A-ATI-I l Isolator Card i 204B6186AAG004 l | |||
10 1 10 1 28 l 4.9-l 2.0 1 0.3 l See Note 3.1.3 t | |||
* E12A-AT8-I l Isolator Card 1 204B6186AAG003 l | |||
10 l | |||
10 l 28 I.4.9 I | |||
2.0I.0.3 l See Note 3.1.3 l | |||
AE12A-PSO4 I Power Supply l 198B6203AAG003 1 | |||
10 l | |||
10 1 28 I | |||
4.71 2.81 0.3 l See Note 3.1.3 PSOS I | |||
l l | |||
l l | |||
l 1 | |||
l l | |||
{ | |||
E22A-S06 l Switch l 145C3040P001 1 | |||
20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 l | |||
S07 l | |||
l l | |||
l l | |||
l l | |||
l | |||
.I E22A-S14 l Switch 1-145C3040P006 l | |||
20 l 20 1 20 l 7.8 l 1.6 10.3 1 See Note 3.1.3 i | |||
E22A-S14-1 1 Switch, Contact Block i 145C3040P010 l | |||
20 l 20 1 20 1 11.7 l 1.9 l 0.3 I See Note 3.1.3 l | |||
F,22A-S02 l Switch: Pushbutton l 145C3230P004 1 10 l 10 l 10 1 | |||
3.61 1.6 1 0.3 lSee Note 3.1.3 l | |||
E22A-S08 l Switch l 145C3040P004 l | |||
20 l 20 l 20 1 7.8 l 2.0 l 0.3 l See Note 3.1.3 l | |||
E22-R601 l Indicator Unit i 164C5288P239012 l 18 1 18 17 1 | |||
3.6 l 1.4 1 0.3 1 See Note 3.1.3 l | |||
E22-R603 I Indicator Unit i 164C5288P162041 1 18 l 18 l7 1 | |||
3.6 l 1.4 1 0.3 l See Note 3.1.3 E22A-S01 l Switch 1 145C3040P013 1 | |||
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 SO4 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S10 l | |||
l l | |||
l l | |||
l l | |||
l l | |||
S11 l | |||
l l | |||
l l | |||
.I I | |||
I I | |||
l S12 l | |||
l l | |||
l l | |||
l l | |||
j 1 | |||
S15 l | |||
l l | |||
l 1 | |||
1 I | |||
I l | |||
S23 l | |||
l l | |||
l 1 | |||
I I | |||
I I | |||
A Readings from accelerometers mounted on the power supply. | |||
COMPONENT LOCATION.AND "g" FIELD | COMPONENT LOCATION.AND "g" FIELD H13-P601 PANEL 3 | ||
3.1 5.1 7.1 A | |||
INCLINE 9 | |||
0$ | 0$ | ||
4.0 | 0; TOP SECTION - | ||
4.0 4.6 4.9 a:' | |||
8:8 M | |||
e^ | e^ | ||
VERTICAL LJH.C 1.2 3.0 3.6 MIDDLE SECTIC' b | |||
C 1.1 1.6 1.4 G | |||
7.8 | GB 0.3 0.3 0.3 i | ||
B 7.8 8.2 8.4 0 | |||
1.6 1.4 1.7 F K MN 0.3 0.3 0.3 INCLINE BO ROM SECTIOT 11.7 11.7 11.7 A | |||
ED | ED E | ||
1.8 1.7 1.9 | |||
.0.3 0.3 0.3 | |||
--l - | |||
2__.. | |||
3 | |||
~ | |||
Order in each cell | Order in each cell | ||
= f-b s-s V | |||
H12-P870 Positiin Locator Part # | |||
Positiin | Description | ||
Locator | |||
_ " Field Locator ~ | _ " Field Locator ~ | ||
A | "g A | ||
J | 145C3040 Switch E-3 & B-3 B | ||
L | 145C3230 Switch: Pushbutton C-2 & C-3 C | ||
164C5288 Indicator Unit B-1 D | |||
272A7689 Switch E-3 E | |||
272A7561 Switch B-3 & E-3 F | |||
272A7685 Switch D-3 G | |||
272A8971 Switch C-2 & C-3 H | |||
159C4486 Sq. Root Converter B-1 1 | |||
19886203AA Power Supply | |||
* (See Note 3.1.12) | |||
J 163C1392 Controller B-1 K | |||
204B6208AA Isolator Card | |||
* (See Note 3.1.12) | |||
L 204B6220AA Isolator Card | |||
* (See Note 3.1.12) 3-20 | |||
i Position Locator | i Position Locator Parts # | ||
Description "g" Field Locator M | |||
204B6188AA Isolator Card | |||
* (See Note 3.1.12) | |||
N 164C5258 Relay | |||
* (See Note 3.1.12) 4 0 | |||
204B6186AA Isolator Card | |||
* (See Note 3.1.12) | |||
~ | |||
4 | |||
.2 r | |||
3-20A | 3-20A | ||
\ | \\ | ||
l | l | ||
....... -. - -, _. _. _ _. _,., _, - _. - -. -. - _ _. -... ~ _ | |||
~ | |||
t | t 4.1 RESONANCE SEARCH TEST DATA FOR VARIOUS TESTED CONTROL ROOM PANELS Table 1 Resonance (Hz) | ||
4.1 | Panel faQ21 f/_B 1 | ||
P H13P654 | f/_S | ||
19 | }lidth (inches) | ||
P H13P654 34 53 18 36 P H13P655 29 53 21 60 G H13P693 41 35 21 48 CL H22P028 34 60 14 36 C0 H13P628 36 19 48 L H12P661 16 32 11.5 96 CO C61P001 22 22 96 L H12P601 12 18 158 C0 H13P618 25 33 19 72 | |||
19 | ---+- | ||
*C0 H13P601 34 19 105 | |||
*C0 H13P603 14 26 28 174 B H13P671 25 30 10 90 LEGEND CO - Cofrentes L -- Limerick P - Perry G -- Grand Gulf CL - Clinton B -- BWR 6 Prototype | |||
= Bench Boards 1 | |||
4-1 | 4-1 | ||
Table 2 CLASS 1E EQUIPMENT ON TESTED PANEL AND THEIR CURRENT SEISMIC CAPABILITIES | |||
CLASS 1E EQUIPMENT ON TESTED PANEL AND THEIR CURRENT SEISMIC CAPABILITIES | ~ | ||
b Current Seismic! | |||
b Current Seismic! | Tested Panel Accelerometer Equipment Capability Number on Tested Panel f-b s-s v | ||
f-b s-s v | |||
f-b s-s v | |||
I b | |||
Co | H2h-P028 4/5 4/5 136B3127 3.7 3 | ||
C: Clinton C0: Cofrentes | 2.3 H13 P693 H22 P028 E | ||
H13 P680 H133693 9 | |||
145C3040 7.5 4.0 10.0 H13 P693 7 | |||
7 7 | |||
b H13k628 H12S028 E | |||
H13k628 5 | |||
5 5 | |||
145C3043 10.0 3.5 1.2 Co Co Co | |||
~~ | |||
14_5C3230 5.0 8.8 10.0 H13-P603 H13-P603 H13-P603 3 | |||
3 3 | |||
C C | |||
C i | |||
159C4251 3.2 2.0 2.8 H22-P028 H22-P028 H22-P028 3 | |||
3 3 | |||
C61k001 C61h001 C61h001 6 | |||
6 6 | |||
b 159C4486 10.0 2.1 1.5 3 | |||
Co Co Co 4 | |||
163C1392 10.0 2.1 1.5 C61-P001 C61-P001 C61-P001 6 | |||
6 6 | |||
163C1565 (same as Co Co Co 163C1566) 4.0 1.0 1.0 C61-P001 C61-P001 C61-P001 3 | |||
3 3_ | |||
Co Co co 164C5150 5.0 2.5 2.3 H13-P618 H13-P618 H13-P618 2/4 4 | |||
2 Pe Pe Pe 164C5258 4.0 3.0 1.5 H13-P628 H13-P628 H13-P628 4-4 4 | |||
Legend: | |||
C: Clinton C0: Cofrentes G: Grand Gulf P: BWR Prototype Pe: Perry j | |||
4.3.1 Seismic Test Reports, GE DRF A00-1138 4.3.2 | ==4.3 REFERENCES== | ||
4.3.4 | 4.3.1 Seismic Test Reports, GE DRF A00-1138 4.3.2 GE DOCUMENT A00794-9 4.3.3 GE DRF A00-1084 4.3.4 MPL and Panel Reference for Device List:s PANEL fEg ASSEMBLY DRAWING f H13-P601 386X400BA 865E617G001,2 H13-P618 368X526BA 865E516G1 H13-P621 368X528BA 133D9999G1 H13-P622 368X529BA 137D7213G1 H13-P623 368X530BA 137D7214G1 H13-P625 368X531BA 865E542G1 H13-P628 368X532BA 865E278G1 H13-P629 368X533BA 865E517G1 H13-P631 368X534BA 865E279G1 H13-P632 368X535BA 865E292G1 H13-P642 368X539BA 865E280G1 H13-P654 368X416BA 865E789G1 H13-P655 368X417BA 865E897G1 H13-P669 see Assy Dwg PL 851E919AA H13-P670 see Assy Dwg PL 851E920AA H13-P671 see Assy Dwg PL 851E921AA H13-P672 see Assy Dwg PL 851E922AA H13-P680 see Assy Dwg PL 386X545G1 H13-P691 386X224BA 865E520G1 H13-P692 386X245BA 865E521G1 H13-P693 386X246BA 865E522G1 H13-P694 386X247BA 865E523G1 4.3.5 Transmittal, Bechtel to GE, GET 80/0174, dated 12/2/80, Floor Response Spectra for Control Room Building Elevations. | ||
PANEL | 4.3.6 GE DRF A00-794-5-1 4-3 | ||
4.3.6 | |||
_ _ _}} | _ _ _}} | ||
Latest revision as of 08:22, 18 December 2024
| ML20052B194 | |
| Person / Time | |
|---|---|
| Site: | Grand Gulf |
| Issue date: | 04/23/1981 |
| From: | Hardy R, Hassan S, Layne I GENERAL ELECTRIC CO., SCIENCE APPLICATIONS INTERNATIONAL CORP. (FORMERLY |
| To: | |
| Shared Package | |
| ML20052B163 | List:
|
| References | |
| H13-P601, NUDOCS 8204300145 | |
| Download: ML20052B194 (23) | |
Text
/
4
' GRAND GULF NUCLEAR STATION i
UNITS 1 & 2 SEISMIC QUALIFICATION REEVALUATION CLASS 1E EQUIPMENT I
COMPONENT NAME:
CONTR01 ROOM PAnete MPL OR EDL ITEM NO.:
AS ATTACHED i
MPL
REFERENCE:
H13-P601 l
THE SEISMIC QUALIFICATION REPORT (S) IDENTIFIED HEREIN HAVE BEEN EVALUATED AND REQUALIFIED WHERE NECESSARY TO SHOW THAT THE ABOVE-MENTIONED COMPONENT IS CAPABLE OF MEETING THE NUCLEAR REGULATORY COMMISSION SEISMIC QUALIFICATION REVIEW TEAM (SORT) REQUIREMENTS.
1 16 /
I.B. pI YNF DATE MARCH 27, 1981 l
PREPARED BY.
1 ScienCO ADDlications. Inc ORGANIZATION l
g,7g ' d a M N R. H. Hardy REVIEWED BY:
/
/
SORT PROGRAM MANAGE S. E. Hassan 1 6 M 3
t 7 -W oxyg APPROVED BY.
RESPONSIBLE DESIGN ENGINEER GENERAL @ ELECTRIC 8 2 0 4 3 083 'l k a 3-2
e f
=
Ovalification suma$r of Ecutoment I.
Plant Name:
GRAND GULF g
1.
Utility: MISSISSIPPI POWER & LIGHT PWR 2.
NS$$:
GE 3.
A/E: BECHTEL BWR 6 Mk III II. Component Name Control Room Panel 1.
Scope: [X3MSSS
[]B0P l
2.
Model Number:
H13-P601 Quantity: one 3.
Vendor: General Electric Co.
4.
If the component is a cabinet or panel, name and sedel No. of 'the devices included:
See attached device list 5.
Physical Description a.
Appearance Vertical / Bench Board b.
Dimensions 117.5" X 84" x30" NA c.
Weight 6.
Location: Building:
Co'ntrol Elevation:
See attached device list 7.
Field Mounting Conditions [X3 Bolt (No.
- Size 5/8" )
} Weld (Length
)
- On 6" centers.
8.
a.
System in which located:
Reactor Core Coolino system b.
Functimal
Description:
Reactor Core Coolino Bench Board 1
c.
Is the equipment required for [ ] Hot Standby [] Cold Shutdown
[X] Both
[] Neither 9.
Pertinent Reference Design Specifications: coa refo,anco 4.3.4 l
l 12/80 3-3
2 III. Is Eouipment Available for Inspection in the Plant:
[X3 Yes
[] No IV. Equipment Qualification Method:
[x 3 Test
[3 Analysis
[ 3 Combination of Test and Analysis Qualification Report *:
Seismic Test Report'H12-P870 (No., Title and Date)
See Reference 4.3.1 General Electric Co.
Compay that Prepared Report:
I General Electric Co.
Compav that Reviewed Report:
V.
Vibration Input:
1.
Loads considered: a.[X3 Seismic only b.C 3 Hydro (ynamic only c.[ 3 Explosive c d.[. 30ther_(Specify) e.[ 3 Combination of
- f. Method of Combining RRS: [ ] Absolute Sum [ 3SRSS
[X]
NA
, (other, specify) 2.
Required. Response Spectra (attach the graphs):
See section 2
- 3. ' Damping. Corresponding to RRS: OBE 3%
SSE 3%
4.
Required Acceleration in Each Direction:
[x3ZPA
[ 30ther V f*E'".t f )
ib
.254 OBE,_S/S_=
pfg.
.254 SSEl__ SIS.=
.507 F/B =
.50/
V=
.239 5.
Is long-term vibration load effects considered
[ 3Yes
[x JNo
- Note: The H13-P601 panel is simi.lar to the tested prototype H12-P870 panel.
The results of the H12-P870 test were applied to the H13-P601 panel per the methodology described in the text.
l 3-4 12/80
3 VI. If Qualification by Test, then Complete:
[ ] random 1.
[ ] Single Frequency
[X3 Multi-Frequency:
[ ] sine beat
[x] rn and out-of-ohnso 2.
[ ] Single Axis
[X3 Multi-Axis 3.
No. of Qualification Tests: 08E 5
SSE 1
Other (specify) 1-33 Hz 4.
Frequency Range:
Natural Frequencies in Each Direction (Side / Side, Front /Back,, Vertical):
5.
l S/S =
13 F/B =
15.5 V=
None 6.
Method of Detenntning Natural Frequencies l
[x] Lab Test
[ ] Insitu Test
[ ] Analysis 7.
TRS enveloping RRS using Multi-Frequency Test [X3 Yes (Attach TRS & RRS grap!
[ ] No See Section 2 8.
Input g-level Test: OBE S/S =
1.0 F/B =
1.0 V=
1.0 SSE S/S =
1.5 F/8 =
1.5 V=
1.5 9.
Laboratory Mounting: (All mounting holes used).
1.
[X3 Bolt (No.
Size 5/s
)
[] Weld (Length-
)
[x] clamne
- 10. Functional operability ve..fted: [ XJ Yes [ ] No
[ ] Not Applicable
- 11. Test Results including modifications made: The Danel maintained its l
structural integrity and the devices performed their Class IE function.
Other test perfonned (such as aging or fragility test, including results):
12.
Fragility test results were applied as noted on the device list to establish seismic capability of certain devices.
l l
1 12/80 3-5 l
I
4 VII.
If Qualification by Analysis or by the Combination of Test and A9alysis, then Conclete:
1.
Descripition of Test including Results:
NA 2.
Method of Analysis:
[ ] Static Analysis
[ ] Equipment Static Analysis
. [ ] Dynamic Analysis: [ ] Time-History
" [ ] Response Spectrum 3.
Natural Frequencies in Each Direction (Side / Side Front /Back. Vertical):
S/S =
F/B =
V=
4.
Method of Determining Natural Frequencies
[ ] Lab test
[ ]Insitu Test
[ ] Analysis.
- 5. ' Model Type:
[ ] 3D
[]2b
[][D
[ ] Finit Element
[ ] Beam
[ ] Closed Form Solution 6.
[ 3' Computer Codes:
Freque,ncy Range and No. of modes considered:
[ ] Hand Calculations 7.
Method of Combining Dynamic Responses: [ ] Absolute Sum [ ] SRSS
~
[ 30ther:
(specify) 8.
Damping: OBE Basis for the damping used:
SSE 9.
Support Considerations in the model:
10.
Critical Structural Elements:
~
Governing Load or Response Seismic Total Stress A.
Identification Location Combination Stress Stress Allowable Maximum Allowable Deflection B.
Max. Critical to Assure Functional Oper-Deflection Location ability 3-6 12/80
- ISMIC QU-ALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL N" LASS 1E EQUIPMENT j
i Panel MPL Ref: H13-P601 i
Location, Elevation: Central Floor, 166' System: Reactor Core Cooling Bench Board Panel Dimension:
117.5" x 84" X 30" l CURRENT SEIS!!IC l
l l
. CAPABILITY /
l MAXIMUM EXPECTED l I MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPilENT l
f I
i j
MPL NO2 DESCRIPTION
' / IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMAPES 3
E12A-S07B l Switch l 145C3040P013 1 20 1 20 1 20 1 11.7 l 1.7 10.3 l See Note 3.1.3 S10BC 1,
l l
1 l
l l
l l
S12BC l-l l
l l
l l
l l
S16BC l-l l
l l
l l
l l
S35B
'l l
_l l
l l
l l
l S36B I
l i
l l
l l
l 1
l S37B l
.l l
l 1
l l
l l
S39B l
'l.
.I l
l l
l l
l S40B l
l l
l l
l l
l l
S54B l
l
/-
S58B l
I I
.1-l l
l-l l
I
'l-l l
l l
l-S59B l
l l
l l
l l
l l
F S688 j
i 569B j
i E12A-S03BC l Switch l 272A7689P001 l
- 1 I
l 11.7 1 1.9 1 0.3 IInsuficient Data E12A-SO4BC l Switch l 145C3040P007 l 20 l 20 l 20 l 11.7 l 1.8 l 0.3 l See Note 3.1.3 E12A-S04B-1 l Switch l 145C3040P018 l 20 l 20 1 20 l 11.7 l 2.0 1 0.3 l See Note 3.1.3 SO4C-1 1
I l
l 1
l l
l l
E12A-S20BC l Switch l 145C3040P001 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 E12A-S60 l Switch l 145C3040P004 l 20 l 20 1 20 l 7.8 l 2.0 1 0.3 l See Note 3.1.3 E12A-S61 l Switch 1 145C3040P006 1 20 1 20 1 9n 1
7.8 l 1.6 1 0.3 l See Note 3_1.t E12A-S57 l Switch 1 2T2A7561P002 l
l l
l 11.7 l 1.9 1 0.3 lInsuficient Data noin. conn e, i
e., %
. s eicconsinonnx
! yn
! vn
- e. w t
7 r i ic e a, e e -- i.+ -.-
P SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" X 84" X 30" l CURRENT SEISMIC 1
l l
CAPABILITY /
l MAXIMJM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I EQUIPMENT l
l l
MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v I f-b s-s v
1 -REMARKS B21H-S76B l Switch 1 145C3040P006 l 20 1 20' l 20 17.8 l 1.6 1 0.3 1 Sec.!ote 3.1.3 C41 A-S06B i
l l
l l
l l
l l
1 ee Note 3.1.3 S
B21H-S24B l Switch, Contact Block i 145C3040P009 l 20 1 20 l 20 111.7 l 2.0 1 0.3 S24D-1 l
l l
l l
1 1
I l
1 Switch. Contact Block i 145C3040P010 1 20 1 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3
{l,B21HSI5B-1, C41 A-S06B-1 l Contact Block l 145C3040P009 1 20 1 20 1 20 1 11.7 1 2.0 1 0.3 1 See Note 3.1.3 B21H-S33 l Switch l 272A8971G001 1
7.51 4.0 l 10 1 3.6 l 1.6 1 0.3 l See Note 3.1.14 B21H-S75 l Switch l 145C3040P004 l 20 1 20 1 20 1 7.8 1 2.0 1 0.3 l See Note 3.1.3 C41A-S05B i
l l
I I
I l
I l
h21H-S76B-1 l Switch, Contact Block l 145C3040P010 l 20 1 20 1 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 C41A-S01B l Switch
! 272A7561P001 l
I I -
l 4.9 l 2.0 1 0.3 lInsuficient Data B21H-S01A.D l Switch 1 145C3040P015 1 20 l 20 l 20 l 11.7 l 1.9 1 0.3 l See Note 3.1.3 B21H-S03A,0 l Switch l 145C3040P017 l 20 l 20 1 20 l 11.7 l-1.9 l 0.3 i See Note 3.1.3 B21H-S05 l Switch I 145C3040P019 l 20 1 20 1 20 1 11.7 l 1.9 1 0.3 1 See Note 3.1.3 SW i
I i
l I
I I
I l
B21H-S05-1 1 Switch, Contact Block I 145C3040P010 l 20 l 20 l 20 1 11.7 l 1.9 1 0.3 i See Note 3.1.3 S27-1 1
I I
I I
I I
I I
0.3 I ee Note 3.1.3 B21C-S30AB l Switch: Pushbutton i 145C3230P004-l 10 1 10 110 1 3.6 l 1.6 I S
S31AB l
l l
l l
l l
l l
B21C-S12AB l Switch 1 145C3040P020 1 20 1 20 1 20 1 1.2 1 1.1 1 0.3 l See Note 3.1.3 S13AB l
l I
i l
I I
i l
B21C-S38A.E I Switch 1 145C10403132 1 ?@
l ?n I ?n l99 1 1 1 l n1 I saa Mota 1 1 1
E SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: Il13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:
117.5" X 84" X 30" l CURRENT SEISMIC l
l l
CAPABILITY /
l MAXIMUM EXPECTED I l HALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l
l l
MPL NO.
DESCRIPTION IDENTIFICATION I f-b s-s v
I f-b s-s v
l REMARKS B21H-S388,F l Switch 1 145C3040P002 l 20 l 20 1 20 1 1.2 1 1.1 10.3 l See Note 3.1.3 B21C-S37AB i Switch l 145C3040P004 l 20 l 20 1 20 17.8 l 2.0 1 0.3 1 See Note 3.1 3 C41A-S05A l
l l
l 1
I l
l I
d3 B21H-S24A l Switch, Contact Block i 145C3040P009 l 20 1 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 S24C-1 l
l l
l l
l l
l l
j B21H-S24A,C l Switch i 145C3040P006 l 20 i 20 1 20 l 7.8 l 1.6 1 0.3 1 See Note 3.1.3 B21H-S76A-1 l Switch, Contact Block i 145C3040P010 1 20 1 20 1 20 11 1. 7 l 1.9_l 0.3 I See Note 3.1.3 B21H-S32 1 Switch 1 27?A8971P001 1
7.51 4.0 l 10 13.6 l 1.6 I 0.3 l See Note 3.1.14 B2111-S74 l Switch l 145C3040P044 l 20 1 20 l 20 14.6 l 2.0 10.3 l See Note 3.1.3 B21H-S76A l Switch 1 145C3040P006 l 20,120 1 20 17.8 l 1.6 1 0.3 l See Note 3.1.3 i
C41A-S01A l Switch 1 272A7561P001 1
l 1
14.9 1
2.0 1 0.3 l Insuficient Data C41A-S06A-1 l Switch, Contact Block i 145C3040P009 1 20 20 1 20 11 1. 7 1 2.0 1 0.3 l See Note 3.1.3 E12A-S61-1 Switch, Contact Block 145C3_040P010 H 20 20
' 20 11 1 _ 7 l
1.0 ln3 I saa Nata 1 1_3 C41A-S06A Switch 145C3040P006___
! 20 20 20 17.8 l
1.6 10.3 l See Note 3.1.3 B21H-S74-1 Switch 145C3040P018 20 20 20 11.7 2.0 0.3 Sep Nate 3.1.3 521R-S28-1 Switch. Contact Block la5C3040P010 20 20 2n 11 7 1_o 0.3 See_ Note 3_1_3 B21H 329-1 l Switch
! 145C3040P010 20 1 20 1 20 11 1. 7.
I 2.0 10.3 l_Sep Note 3.1.3 B21H-S18 l Switch
! 1dscandnpnn1 20 1 20 1 20
!11.7 1
1.9 10.3 I See Note 3_1.3 B23H:301 1 Switch
! 149C3040P001 1 20. I 20 I 20 111.7 1
1.9 I O.3 l Sep Nnto 3.1.3 E51A-S17 i Switch
! 145C3040P001 1 20 1 20 1 20 11 1. 7 1 1.9 10.3 i See Note 3.1.3
SEISMIC QUALIFICATION REEYALUATION 117.5 INat WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel Dimensions: MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:
117.5 X 84" X 30" 1 CURRENT SEIS!!IC l
l l
CAPABILITY /
l MAXIMUM EXPECTED l l HALFUNCTION LIMIT l PEAK ACCELERATION l
~
EQUIPMENT l
I i
l MPL No.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS B21A-S20A.D l Switch l 145C3040P007 l 20 l 20 l 20 l11.7 l 1.8 l 0.3 i See Note 3.1.3 go B21A-S20A.D-;l Switch, Contact Block l 145C3040P009 l 20 l 20 l 20 111.7 12.0 10.3 lSee Note 3.1.3 g;
B21C-S08A l Switch 1 145C3040P022 l 20 l 20 l 20 l 11.7 l 1.8 10.3 iSee Note 3.1.3 SO9A l
l l
l l
l 1
l l
thru S11A l
l l
l l
l l
1, l
S15A l
l l
l l
l l
l l
S17A l
l l
l l
l l
l l
thru S29A l
l l
l l
l l
l 1
S32A I
l l
l l
l l
l.
l S33A l
l l
l l
l l
l' l
B21H-S02A,0l Switch 1 145C3040P015 l 20 l 20 1 20 111.7 l 1.9 10.3 lSee Note 3.1.3 l
B21H-SO4A.D l Switch 1 145C3040P017 l 20 l 20 l 20 l11.7 l 1.9 10.3 iSee Note 3.1.3 B21H-S06 l Switch i 145C3040P019 l 20 1 20 1 20 l11.7 l 1_4 I n.3 lSee Nnto 3.1_3 B21H-S37 i Switch l 145C3040P019 l 20 1 20 1 20 l11.7 l 1.9 l 0.3 lSee Note 3.1.3 S38 I
l l
l l
1 I
l l
S35 l
l l
1 l
1 I
l 1
S36 l
l l
l l
l l
l l
S28 l
l l
l l
l l
-l l
S29 l
l l
1 I
l l
l l
B21H-S06-1 l Switch, Contact Block l 145C3040P010 1 20 1 20 l 20 111.7 l 1.9 l 0.3 l See Note 3.1.3 l
335-1 I
l l
l l
l 1
1 I
thru S38-1 l
l l
l l
l l
l l
i SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" x 84" x 30" I CURRENT SEISMIC l
l l
CAPABILITY /
I MAXIMUM EXPECTED l I HALRJNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l
l l
MPL NO.
DESCRIPTION IDENTIFICATION I f-b s-s v
I f-b s-s v l REMARKS B21H-S26A l Switch 1 145C3040P001 1
20 1 20 1 20 1 11.71 1.91 0.3 1 See Note 3.1.3 E12A-S64A I
l l
1 l
l l
l l
E12A-S62A l Switch l 145C3040P006 l
20 l 20 1 20 l 7.81 1.61 0.3 l See Note 3.1.3 E12A-S62A-1 l Switch, Contact Block l 145C3040P010 l
20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3
)$
E12A-S63A l Switch: Pushbutton i 145C3230P004 l 10 1 10 1 10 1 3.6 l 1.61 0.3 l See Note 3.1.3 E12A-S41A I Switch i 145C3040P003 1
20 l 20 1 20 1 11.7 l 1.9 1 0.3 l See Note 3.1.3 E12-R602A l Indicator Unit i 164C5288P163026 l 18 l 18 17 l 4.0 1 1.7 1 0.3 1 See Note 3.1.3 R603A I
l l
l l
l l
l l
B21H-S10 l Switch l 145C3040P019 l
20 1 20 l 20 1 11.7 l 1.9I 0.3 l See Note 3.1.3 S12 l
l l
l l
l l
l-l S13 I
I I
I I
I I
I I
B21H-S10-1 l Switch, Contact Block i 145C3040P010 1
20 1 20 l 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 S12-1 l
l l
l l
l l
l 1
S13-1 1
I I
I I
I I
I I
B21H-S17 l Switch 1 145C3040P003 1
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12A-S06A 1
l l
l l
l l
l l
l l
l l
l l
.I I
E12A-S02A l Switch 1 145C3040P013 l
20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 SO5A I
l l
l l
l l
l l
SWA l
l l
l l
l l
l l
S10A l
l l
l l
l l
l l
S12A l
l l
l l
l l
l l
4 SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117 5" X 84" X 30" 9
l l
CURRENT SEISMIC l
l I
CAPABILITY /
l MAXIMUM EXPECTED l
)
l MALFUNCTION LIMIT l PEAK ACCELERATION l l
EQUIPMENT l
l i
l MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS B21H-S26B l Switch l 145C3040P001 l
20 l 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E12A-S56 l
l l
l l
l l
l l
l l
l l
l l
l l
{l E12A-S21 l Switch: Pushbutton i 145C3230P004 l 10 l 10 l 10 1
3.6 l 1.61 0.3 lSee Note 3.1.3 r*
E12A-S43BC l Switch 1 145C3040P004 l
20 1 20 l 20 l 7.8 l 2.01 0.3 l See Note 3.1.3 E12A-S$3B l Switch l 145C3230P004 1 10 1 10 1 10 1 3.6 3 1.61 0.3 ! See Note 3.l.3 E12A-S62BC l Switch 1 145C3040P006 l
20 l 20 l 20 l 7.8 1 1.6 l 0.3 l See Note 3.1.3 E12A-S62B-1 l Switch, Contact Block l 145C3040P010 l
20 l 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S62C-1 l
l l
l l
l l
l l
E12A-S41B l Switch 1 145C3040P003 1
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 E12-R602B l Indicator Unit l 16405288P163026 l 18 l 18 l7 1 4.0 l 1.7 l 0.3 l See Note 3.1.3 l
R603BC l
l l
l l
l l
l l
B21H-S09 l Switch l 145C3040P019 l
20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S14 l
l l
l l
l 1
l l
B21H-S09-1 l Switch, Contact Block l 145C3040P010 1
20 l 20 l 20 l 11.7l 1.9 l 0.3 l See Note 3.1.3 S14-1 l
l l
l l
1 l
l l
B21H-S69 l Switch l 145C3040P003 1
20 l 20 l 20 l 11.7l 1.91 0.3 l See Note 3.1.3 S70 l
l l
l l
l l
l l
l l
l l
l l
l l
l I
i 1
I l
l l
E12A-S02B l Switch 1 145C3040P013.
l 20 1 20 1 20 1 11.71 1.91 0.3 l See Note 3.1.3 S05B l
l l
l l
l l
l I
i SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" X M" X 30" l CURRENT SEISMIC l
l CAPABILITY /
MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l
l j
l MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS E12A-S16A I Switch l 145C3040P013 l
20 1 20 l 20 l 11.7 1 0.9l'0.3 l See Note 3.1.3 i
S35A l
l l
l l
l l
l l
' d; l --
S36A l
l l
l l
[
I I
u2 S54A j
l l
l l
l l
l 1
S58A l
l l
l l
l l
l l
S59A l
l l
l l
l l
l l
S68A l
l l
l l
l l
l l
S69A I
l l
l l
l l
l l
E12A-S03A l Switch l 272A7689P001 1
- I 1
- l 11.7 l 1.9 1 0.3 I Insufucient Data E12A-SO4A I Switch l 145C3040P007 l
20 l 20 l 20 l 11.7 l 1.8 I 0.3 l See Note 3.1.3 E12A-SO4A-1 i Switch i 145C3040P018 l
20 l 20 1 20 1 11.7 1 2.0 1 0.3 l See Note 3.1.3 E21A-S08 l Switch l 145C3040P001 l
20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 E51A-S18 l
l l
l l
l l
l l
E51A-S23 l
l l
l l
l l
l l
l E21A-SO9 l Switch: Pushbutton l 145C3230P004 1 10 1 10' l 10 1 3.6 1 1.6 1 0.3 l See Note 3.1.3 E21A-S10 l Switch l 145C3040P004 l
20 l 20 l 20 1 7.8 l 2.0 1 0.3 l See Note 3.1.3 E21A-S11-1 l Switch l 145C3040P010 1
20 l 20 l 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 E21A-S11 l Switch 1 145C3040P006 1
20 l 20 l 20 1 7.8 l 1.6'l 0.3 i See Note 3.1.3 E21-R600 l Indicator Unit l 164C5288P163026 l 18 1 18 17 1 4.0 1 1.7 1 0.3 i See Note 3.1.3 E51A-S16 l Switch 1 145C3040P006 l
20 1 20 1 20 1 7.8 l 1.6 1 0.3 l See Note 3.1.3 S25 l
l 1
l l
1 l
l l
S41 l
l l
l l
l l
l l
SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" x 84" X 30" l
CURRENT SEISMIC l
l l
CAPABILITY /
I HAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION I EQUIPMENT l
l i
l MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS E51A-S42 l Switch i 145C3040P006 l
20 1 20 l 20 l 7.8 l 1.61 0.3 i See Note 3.1.3 l
E51A-S19 l Switch 1 145C3040P004 1
20 l 20 1 20 17.8 1 2.0 l 0.3 l See Hote 3.1.3 S20 l
l l
l l
l l
l 1
S37 l
l l
1 1
I I
I I
E51A-S41-1 i Switch, Contact Block i 145C3040P010 l
20 1 20 l 20 l 11.7 l 1.91 0.3 l See Note 3.1.3 c,
S42-1 l
l 1
l l
l l
l l
Jo E51A-S16-1 l Switch, Contact Block l 145C3040P009 l
20 1 20 1 20 l 11.7 1 2.01 0.3 l See Note 3.1.3 S25-1 l
l l
l l
l l
l l
E51-K601 l Sq. Root Converter i 159C4486P001 1
10 1 2.1 1 1.5 14.0 l 1.71 0.3 I E51-R600 l controller i 163C1392P014 1
10 l 2.1 l 1.5 14.0 l 1.71 0.3 l E51-R606 l Indicator Unit l 164CS288P261040 l 18 l 18 l7 1 4.0 1 1.7 l 0.3 l See Note 3.1.3 E21A-S06 l Switch l 2T2A7689P001 1
- 1 I
l 11.7 l 1.91 0.3 l Insuficient Data E21A-S07 l Switch
! 272A7561P002 1
1 I
- l11.7 1 1.91 0.3 l Insuficient Data E21A-S01 l Switch 1 145C3040P007 1
20 1 20 1 20 l 11.7 l 1.81 0.3 i See Note 3.1.3 E21A-S01-1 l Switch 1 145C3040P018 l
20 1 20 l 20 l 11.7 l 2.01 0.3 1 See Note 3.1.3 E21A-S02 l Switch i 145C3040P013 l
20 l 20 l 20 111.7 l
- 1. 9. l 0.3 l See Note 3.1.3 SO4 l
l l
l l
l l
l 1
SOS I
l l
1 1
l l
l l
E51 A-S26 l
l l
l l
l l
l l
E51A-SO4 I
I l
l l
l l
l 1
E51A-S05 I
I l
l 1
1 1
l l
1 i
SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:
117.5" X 84" X 30" l CURRENT SEISMIC l
l l
CAPABILITY /
I MAXIMUM EXPECTED l l MALRJNCTION LIMIT I PEAK ACCELERATION l EQUIPMENT l
l l
i MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS E51A-S09 i Switch 1 145C3040P013 1
20 1 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S07 l
l l
l l
l l
l l
E51A-S39 I
I l
1 1
I I
I I
um E51 A-S40 l
l l
l l
l l
l l
E51A-S10 l
I I
l l
l l
l.
I E51A-S03 l
l l
l l
l l
l l
E51A-S08 l
l l
l l
l l
l.
1 E51 A-S24 l
l l
l l
1 l
l l
E51A-S38 l
l l
l l
l l
l l
E51A-S28 l Switch l 145C3040P003 1
20 l 20 1 20 -l 11.7l 1.91 0.3 1 S27 l
1 1
I I
l l
l' l
S11 1
I l
l l
l l
l 1
S13 I
I I
I I
I l
l l
E51A-S15 l Switch l 272A7689P001 l
I
- 1
- l 11.7l 1.9 I n.3 I Insuficient Data E51A-S1T l Switch i 145C3040P003 1
20 1 20 1 20 l 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S?2 i Switch i 145C3040P001 1
20 l 20 1 20 1 11.7l 1.91 0.3 l See Note 3.1.3 E51A-S33 i Switch l 272A7561P002 l
- l
- 1
- l 11.7l 1.91 0.3 l Insuficient Data E51A-S35-1 1 Switch, Contact Block l 145C3040P018 l
20 1 20 1 20 6 11.7 l 2.0! 0.3 l See Note 3.1.3 E51A-S01 l Switch i 145C3040P007 1
20 l 20 l 20 i 11.7l 1.81 0.3 l See Note 3.1.3 S35 I
l l
l l
l l
l l
E51A-S01-1 l Switch, Contact Block i 145C3040P018 1
20 l 20 1 20 l 11.7l 2.01 0.3 l See Note 3.1.3 S02-1 l
l l
l l
l l
l l
SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" x 84" x 30" l CURRENT SEISMIC l
l l
CAPABILITY /
l MAXIMUM EXPECTED l l HALF 1JNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l
l l
MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
l f-b s-s v
l REMARKS E51A-S02 i Switch i 145C3040PO49 l
20 i 20 l 20 1 8.2 l 1.41 0.3 l See Note 3.1.3 C11B-S04 l Switch l 145C3040P017 l
20 l 20 l 20 l 11.7 l 1.9 l 0.3 l See Note 3.1.3 S06 l
l l
l l
l l
l l
E12A-S37A l Switch 1 145C3040P013 l
20 l 20 1 20 111.7 l 1.91 0.3 l See Note 3.1.3 m
S39A l
l l
l l
l l
l.
l S40A l
l l
l l
l l
l l
4
4 SEISMIC QUALIFICATION REEVALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board Location, Elevation: Central Floor,166' Panel Dimension:
117.5" X 84" X 30" l CURRENT SEISMIC l
l l
CAPABILITY /
l MAXIMUM EXPECTED l l MALFUNCTION LIMIT l PEAK ACCELERATION l EQUIPMENT l
l 1
l HPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v
l REMARKS E22B-S03 i Switch
' 145C3040P013 1
20 20 20 11.7 l 1.9 1 0.3 l See Note 3.1.3 E22B-S05 I
l l
l I
E22B-S11 l
l l
l l
l l
l l
l E22A-S03 l Switch 1 272A7561P002 l
1 l
1 11.7 l 1.9 1 0.3 I Insuficient Data _
E22A-S05 l Switch 1 145C3040P001 l
20 1 20 l 20 I 11.7 l 1.9 l 0.3 1 See Note 3.1.3 Y E228-S01 l
l l
l l
l l
l l
U E22A-501 i Switch i 145C3040P013 1 20 i 20 I 20 1 11.7 l 1.9 1 0.-3 l See Note 3.1.3 O
i l
SEISMIC QUALIFICATION REEYALUATION 117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT Panel MPL Ref: H13-P601 System: Reactor Core Cooling Bench Board j
Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" X 84" X 30" i
l CURRENT SEISMIC l
l l
CAPABILITY /
l MAXIMJM EXPECTED I I MALFilNCTION LIMIT l PEAK ACCELERATION l EQtIIPMENT l
l l
MPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s v
I f-b s-s v i REMARKS E22B-S02 i Switch 1 272A7689P001 1
1 1
l 11.7l 1.9l'0.3 l Insuficient Data S07 l
l l
l l
l l
l l
29 I
I l
l l
l l
l l
S10 l
l I
l l
l l
l l
S15 l
l l
l l
l l
l
. I l 1 l
E22B-SO4 l Switch 1 145C3040P030 l
20 1 20 1 20 1 11.7l 1.6 l 0.3 l See Note 3.1.3 S06 l
l l
l l
l l
1 l
l 28 l
l l
l l
1 1
I l
S12 I
I I
I I
I I
I I
S13 I
I I
I I
I I
I I
S14 I
I I
I I
I I
I I
E22B-S16 i Switch l 272A7695P001 l
l 1
l 8.4 l 1.7 l 0.3 l Insuficient Data _
E12A-S43A l Switch 1 145C3040P004 l
20 l 20 1 20 1 7.8 l_ 2.0 l 0.3 l See Note 3.1.3 E12-R607 l Indicator Unit l 164C5288P261041 l 18 1 18 17 1 3.6 l 1.41 0.3 i See Note 3.1.2 E12A-S20A l' Switch 1 145C3040P001 l 20 l 20 1 20 1 11.7 l 1.9 l 0.3 i See Note 3.1.3 B21H-K031 1 Relay l 164CS258P001 l 17 l 17 l 10 1 11.7 1 2.01 0.3 l See Note 3.1.3 E12A-AT6-I I Isolator Card l 204B6208AAG002 l 10 l 10 1 28 1 4,9 l 2.01 0.3 i See Note 3.1.3 E12A-AT6-0 l Isolator Card l 204B6220AAG002 l 10 l 10 l 28 1 4.9 l 2.01 0.3 l See Note 3.1.3 I
SEISMIC QUALIFICATION REEVALUATION 1
117.5 INCH WIDE CONTROL ROOM PANEL CLASS 1E EQUIPMENT 1
Panel MPL Ref: H13-P601 System: Reactor Core Cooling Pench Board l
Location, Elevation: Central Floor, 166' Panel Dimension:
117.5" X 84" X 30" I CURRENT SEISMIC l
l i
l CAPABILITY /
l MAXIMUM EXPECTED l l MALFUNCTION LIMIT I PEAK ACCELERATION I I
EQUIPMENT I
l l
HPL NO.
DESCRIPTION IDENTIFICATION l f-b s-s y
1 f-b s-s v
l REMARKS I
E12A-AT/-O l Isolator Card l 204B6188AAG002 l 10 1
10 1 28 14.9.I 2.0 1 0.3 i See Note 3.1.3 B21H-K032 l Relay l 164C5258P001 1
17 l 17 l 10 l 4.9. I
- 2. 0. l 0.3 ISee Note 3.1.3 i
l E12A-AT8-0 l Isolator Card i 204B6188AAG002 l 10 l
10 1 28 l 4.9. I
,2.0 l.0.3 l See Note 3.1.3
,[
E12A-ATI-I l Isolator Card i 204B6186AAG004 l
10 1 10 1 28 l 4.9-l 2.0 1 0.3 l See Note 3.1.3 t
- E12A-AT8-I l Isolator Card 1 204B6186AAG003 l
10 l
10 l 28 I.4.9 I
2.0I.0.3 l See Note 3.1.3 l
AE12A-PSO4 I Power Supply l 198B6203AAG003 1
10 l
10 1 28 I
4.71 2.81 0.3 l See Note 3.1.3 PSOS I
l l
l l
l 1
l l
{
E22A-S06 l Switch l 145C3040P001 1
20 1 20 1 20 1 11.7 l 1.9 l 0.3 l See Note 3.1.3 l
S07 l
l l
l l
l l
l
.I E22A-S14 l Switch 1-145C3040P006 l
20 l 20 1 20 l 7.8 l 1.6 10.3 1 See Note 3.1.3 i
E22A-S14-1 1 Switch, Contact Block i 145C3040P010 l
20 l 20 1 20 1 11.7 l 1.9 l 0.3 I See Note 3.1.3 l
F,22A-S02 l Switch: Pushbutton l 145C3230P004 1 10 l 10 l 10 1
3.61 1.6 1 0.3 lSee Note 3.1.3 l
E22A-S08 l Switch l 145C3040P004 l
20 l 20 l 20 1 7.8 l 2.0 l 0.3 l See Note 3.1.3 l
E22-R601 l Indicator Unit i 164C5288P239012 l 18 1 18 17 1
3.6 l 1.4 1 0.3 1 See Note 3.1.3 l
E22-R603 I Indicator Unit i 164C5288P162041 1 18 l 18 l7 1
3.6 l 1.4 1 0.3 l See Note 3.1.3 E22A-S01 l Switch 1 145C3040P013 1
20 1 20 1 20 1 11.7 l 1.91 0.3 l See Note 3.1.3 SO4 l
l l
l l
l l
l l
S10 l
l l
l l
l l
l l
S11 l
l l
l l
.I I
I I
l S12 l
l l
l l
l l
j 1
S15 l
l l
l 1
1 I
I l
S23 l
l l
l 1
I I
I I
A Readings from accelerometers mounted on the power supply.
COMPONENT LOCATION.AND "g" FIELD H13-P601 PANEL 3
3.1 5.1 7.1 A
INCLINE 9
0$
0; TOP SECTION -
4.0 4.6 4.9 a:'
8:8 M
e^
VERTICAL LJH.C 1.2 3.0 3.6 MIDDLE SECTIC' b
C 1.1 1.6 1.4 G
GB 0.3 0.3 0.3 i
B 7.8 8.2 8.4 0
1.6 1.4 1.7 F K MN 0.3 0.3 0.3 INCLINE BO ROM SECTIOT 11.7 11.7 11.7 A
ED E
1.8 1.7 1.9
.0.3 0.3 0.3
--l -
2__..
3
~
Order in each cell
= f-b s-s V
H12-P870 Positiin Locator Part #
Description
_ " Field Locator ~
"g A
145C3040 Switch E-3 & B-3 B
145C3230 Switch: Pushbutton C-2 & C-3 C
164C5288 Indicator Unit B-1 D
272A7689 Switch E-3 E
272A7561 Switch B-3 & E-3 F
272A7685 Switch D-3 G
272A8971 Switch C-2 & C-3 H
159C4486 Sq. Root Converter B-1 1
19886203AA Power Supply
- (See Note 3.1.12)
J 163C1392 Controller B-1 K
204B6208AA Isolator Card
- (See Note 3.1.12)
L 204B6220AA Isolator Card
- (See Note 3.1.12) 3-20
i Position Locator Parts #
Description "g" Field Locator M
204B6188AA Isolator Card
- (See Note 3.1.12)
N 164C5258 Relay
- (See Note 3.1.12) 4 0
204B6186AA Isolator Card
- (See Note 3.1.12)
~
4
.2 r
3-20A
\\
l
....... -. - -, _. _. _ _. _,., _, - _. - -. -. - _ _. -... ~ _
~
t 4.1 RESONANCE SEARCH TEST DATA FOR VARIOUS TESTED CONTROL ROOM PANELS Table 1 Resonance (Hz)
Panel faQ21 f/_B 1
f/_S
}lidth (inches)
P H13P654 34 53 18 36 P H13P655 29 53 21 60 G H13P693 41 35 21 48 CL H22P028 34 60 14 36 C0 H13P628 36 19 48 L H12P661 16 32 11.5 96 CO C61P001 22 22 96 L H12P601 12 18 158 C0 H13P618 25 33 19 72
---+-
- C0 H13P601 34 19 105
- C0 H13P603 14 26 28 174 B H13P671 25 30 10 90 LEGEND CO - Cofrentes L -- Limerick P - Perry G -- Grand Gulf CL - Clinton B -- BWR 6 Prototype
= Bench Boards 1
4-1
Table 2 CLASS 1E EQUIPMENT ON TESTED PANEL AND THEIR CURRENT SEISMIC CAPABILITIES
~
b Current Seismic!
Tested Panel Accelerometer Equipment Capability Number on Tested Panel f-b s-s v
f-b s-s v
f-b s-s v
I b
H2h-P028 4/5 4/5 136B3127 3.7 3
2.3 H13 P693 H22 P028 E
H13 P680 H133693 9
145C3040 7.5 4.0 10.0 H13 P693 7
7 7
b H13k628 H12S028 E
H13k628 5
5 5
145C3043 10.0 3.5 1.2 Co Co Co
~~
14_5C3230 5.0 8.8 10.0 H13-P603 H13-P603 H13-P603 3
3 3
C C
C i
159C4251 3.2 2.0 2.8 H22-P028 H22-P028 H22-P028 3
3 3
C61k001 C61h001 C61h001 6
6 6
b 159C4486 10.0 2.1 1.5 3
Co Co Co 4
163C1392 10.0 2.1 1.5 C61-P001 C61-P001 C61-P001 6
6 6
163C1565 (same as Co Co Co 163C1566) 4.0 1.0 1.0 C61-P001 C61-P001 C61-P001 3
3 3_
Co Co co 164C5150 5.0 2.5 2.3 H13-P618 H13-P618 H13-P618 2/4 4
2 Pe Pe Pe 164C5258 4.0 3.0 1.5 H13-P628 H13-P628 H13-P628 4-4 4
Legend:
C: Clinton C0: Cofrentes G: Grand Gulf P: BWR Prototype Pe: Perry j
4.3 REFERENCES
4.3.1 Seismic Test Reports, GE DRF A00-1138 4.3.2 GE DOCUMENT A00794-9 4.3.3 GE DRF A00-1084 4.3.4 MPL and Panel Reference for Device List:s PANEL fEg ASSEMBLY DRAWING f H13-P601 386X400BA 865E617G001,2 H13-P618 368X526BA 865E516G1 H13-P621 368X528BA 133D9999G1 H13-P622 368X529BA 137D7213G1 H13-P623 368X530BA 137D7214G1 H13-P625 368X531BA 865E542G1 H13-P628 368X532BA 865E278G1 H13-P629 368X533BA 865E517G1 H13-P631 368X534BA 865E279G1 H13-P632 368X535BA 865E292G1 H13-P642 368X539BA 865E280G1 H13-P654 368X416BA 865E789G1 H13-P655 368X417BA 865E897G1 H13-P669 see Assy Dwg PL 851E919AA H13-P670 see Assy Dwg PL 851E920AA H13-P671 see Assy Dwg PL 851E921AA H13-P672 see Assy Dwg PL 851E922AA H13-P680 see Assy Dwg PL 386X545G1 H13-P691 386X224BA 865E520G1 H13-P692 386X245BA 865E521G1 H13-P693 386X246BA 865E522G1 H13-P694 386X247BA 865E523G1 4.3.5 Transmittal, Bechtel to GE, GET 80/0174, dated 12/2/80, Floor Response Spectra for Control Room Building Elevations.
4.3.6 GE DRF A00-794-5-1 4-3
_ _ _