ML19320C263
| ML19320C263 | |
| Person / Time | |
|---|---|
| Site: | Byron, Braidwood  |
| Issue date: | 07/03/1980 |
| From: | Naughton W COMMONWEALTH EDISON CO. |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML19320C264 | List: |
| References | |
| NUDOCS 8007160559 | |
| Download: ML19320C263 (107) | |
Text
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"n O One First National Pia 23. Chicago. Ilkno Commonwealth Edison Address Peply to: Post Othce Box 767 Chicago, Ilhriois 60690 July 3, 1980 Mr. Harold R. Denton, Director Of fice of Nuclear Reactor Regulation U.
S. Nuclear Regulatory Commission Wasnington, DC 20555
Subject:
Byron Station Units 1 and 2 Braidwood Station Units 1 and 2 Response to NRC Request for Additional FSAR Information NRC Docket Nos. 50-454, 50-455, 50-456 and 50-457 Reference (a):
B. J. Youngblood letter to D.
L.
Peoples dated June 16, 1980
Dear Mr. Denton:
Per a request received in Reference (a), Commonwealth Edison hereby transmits the drawings and information listed in the attachment to this letter.
These drawings were selected with the concurrence of R. E.
Lipinski of your staff and representatives of the Idaho National Laboratory.
The structure and component drawings contained in this submittal are those of the Byron Station Auxiliary Building and Containment Building.
A list of these drawings will be added to the FSAR with a subsequent amendment.
One (1) signed original ano thirty-nine (39) ccpies of this letter are transmitted for your use.
As previously agreed, seven (7) sets of drawings are being transmitted under separate cover for NRC Staff's use, and one (1) copy is being transmitted di ;ctly to Idaho National Laboratory.
Except for information requested in Item la, one copy of the free field time history in the form of a computer tape is Meing provided for each.
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Very truly yours, N
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,[,i, William F. Naughton g/
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P392 1 of 3 R9vicion 0 ATTACHMENT Juno 27, 1980 BYRON /BRAIDWOOD INDEPENDENT STRUCTURAL At3 LYSIS 1.
For the Auxiliary Building a.
Free field design (SSE & OBE) time hiscory Enclosed is a magnetic tape containing the free field design time histories for the horizontal and the vertical direction.
The tape is a 9 track, 1600 bpi unlabeled tape.
It contains one file in IBM EBCDIC f ormat with record
- and block sizes of 80 and 1600 characters, respectively.
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The acceleration time history data is in 4(F6.3, F12. 6) f ormat of T(I), ACC (I).
We have also provided you with a complete listing of the tape.
The time histories are normalized. to a maximum ground acceleration of 19 and they are to be scaled for use in'the analysis.
The scale f actors for each excitation are as follows:
1)
OBE Vertical 0.1069 2)
OBE Horizontal 0.102 3)
SSE Vertical 0.238 4)
SSE Horizontal 0.228 b.* Drawings defining structural framing (reinfo:cea c'ncrete beams and columns, steel girders, beams, and columns,
composite beams) f or column line 25 f rom column line to colum'n If ne Q and column line 18 f rom column line L If to column line W s
Enclosed are microprints of the' structural and architec-tural drawings as listed.
Dead and live loading f or the above listed f raming c.
Enclosed are microprints of the mechanical and electrical loading drawings as listed.
The f ollowing minimum loading applies.:
Fixed equipment load = 100 psf Piping = 50 psf Raceways = 30 psf The floor live load f or normal loading conditions is 200 psf.
The floor live load for seismic loading condi-tions is 50 psf.
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Rovision 0 Juna 27, 1980 d.
A complete structural drawing list for the Auxiliary Building and Containment Enclosed is the complete structural and architectural drawing list.
General structural drawing notes, Drawings S-497 and e.
S-ll41 These drawings are included under Item 1(b).
f.
Structural drawings defining floor slabs and beams
.at El. 439'-0" and 401'-0" f rom column line 23 to column line 26 and f rom column line N to column line Q
' These drawings are included under Item 1(b).
Dead and live loading f or the floors described above.
g.
This loading is included under Item 1(c).
2.
For the Containment Building a.
Prestress loads (F lbs/ tendon)
Tendon Group Eff ective prestress force at 40 years kips / tendon)
Dome 1192 Hoop 1065 Ver tical 1223 b.
Normal Thermal ef f ects and loads (T )
g 0
T
= 120 F y
int T
Location exterior General 110 F sumuer 0 F winter 0
Below Grade Approximately 100 F at basemat wall junction,_ linear to 80 F at El. 396' to general value at grade, El. 401' year round Basemat Approximately 80 F year round c.
Normal pressure loads (P )
y
+3 psi P
=
g 9
M
5 tage J Ui J Rovicicn 0
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June 27, 1980 d.
Abnormal thermal eff ects and loads (T,)
See Sargent & Lundy DiD file #000842 and 001642 for all data. (attached) e.
Abnormal design pressure load (P )3 P, = 50 psi For time history to determine phase relationship between and T,, see EMD reports and FSAR Figures 6. 2-1, 2, P
- a$d 3.
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Ravicion 0 Juno 27, 1980
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STRUCTURAL DRAWINGS DRAWING REV.
DATE DRAWING REV.
DATE S-470 S
3/31/80 S-670 H
10/21/77 S-471
'D 9/13/76 S-671 J
1/20/78 S-472 B
9/17/76 S-673 V
3/2/79 S-473 C
2/3/77 S-675 AA 4/1/80 S-474 B
9/~7/76 S-678 J
2/22/78 12 4/75 S-679 Z
4/22/80 S-475 f
S-476 M
9/22/77 S-682 V
2/13/80 S-477 D
5/12/80 S-690 AB 3/13/80 S-479 F
10/1/76 '
S-691 AM 4/1/80 F
8/26/76 S-693 M
4/1/80 S-480 S-481 F
11/10/77 S-696 AR 1/23/80 S-482 E
7/10/78 S-69-7 AL 12/11/79 S-484 D
2/18/77 S-700 0
3/12/80 S-485 C
1/13/78 S-704 N
10/5/79 S-486 D
11/10/77 S-705 M
3/16/78 S-487 C
6/14/77 S-706 P
12/11/79 S-488 B
5/3/76 S-707 N
3/31/78 S-489 N
4/11/78 S-717 Y
4/1/80 S-490 H
10/12/76 S-718 AH 4/1/80 S-493 G
3/28/78 S-720 AA 5/30/78 S-494 C
3/28/78 S-721 AJ 1/23/80 S-496 S
1/14/80 S-728 Y
2/5/80
^
S-497 T
5/1/79 S-729 W
7/20/79 S-6'3 E
10/21/77 S-731 V
12/7/78 5
S-654 J.
10/5/79 S-732 T
7/2/79 S-655 E
8/31/76 S-747 V
2/20/80 S-656 D
5/1/78 S-748 AA 10/30/79 S-657 E
11/23/77 S-751 W
4/22/80 S-658 E
11/23/77 S-752 S
9/22/77
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S-659 D
11/23/77 S-754 J
8/18/77 S-660 D
12/10/76 S-756 H
4/25/78 S-661 D
7/9/76 S-767 R
4/1/80 S-662 B
11/8/76 S-772 R
5/26/77 S-667 D
1/26/77 S-774 M
4/17/78 S-668 C
1/26/77 S-776 R
12/7/78 M
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Ravicion 0 June 27, 1980 DRAWING REV.
DATE i
DRAWING REV.
DATE S-777 G
3/31/78
- S-1551 H
7/10/78 S-793 E
2/17/78 S-1566 N
12/11/79 S-797 K
5/18/77 S-1567 M
12/21/77 S-798 J
12/10/76 S-1568 Z
4/1/80 S-ll41 P
10/30/79 S-1569 AB 3/13/80 S-ll45 E
4/22/77 S-1571 N
7/2/79 S-1149' J
1/24/79 S-1572 AA 1/14/80 S-1286 Y
9/20/79 S-1616 Z
4/1/80 S-1287 G
12/13/77 S-1617 M
3/13/80 S-1293 AK 4/22/80 S-1629 P
2/5/80 S-1294 AG 12/11/79 S-1630 F
4/22/80 S-1297 AD
_3/13/80 S-1632 R
2/13/80 S-1302 AN 4/22/80 S-16J3 K
4/1/80 S-1303 AN 2/1-3/80 S-1634 K
12/11/79 S-1306 T
12/11/79 S-1310 AB 2/5/80 S-1338-BY E
5/1/78 S-1314 V
4/1/80 S-1565-BY N
12/4/79 S-1318 AG 4/22/80 S-1321 Z
4/22/80 S-1338-BR A
10/28/77 S-1324 AA 3/13/80 S-1565-BR G
10/14/79 S-1326 W
12/11/79 S-1327 P
11/7/79 S-1212 J
11/13/78 S-1333 U
4/1/80 i
S-1335 S
12/11/79 S-1341 M
4/11/78 S-1342 K
5/1/79 S-1354 V
3/28/79
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S-1363 C
6/30/78 S-1364 B
7/5/77 S-1365 C
12/21/77 S-1446
'AA 1/4/80 S-1447 R
5/12/80 S-1448 G
5/12/80 S-1550 L
4/12/79 FF 9 r
n
hthhIsion 0 I
Juno 27, 1980 ARCHITECTURAL DRAWINGS DRAWING REV.
DATE DRAWING REV.
DATE A-207
'V 2/11/80 A-262 U
4/3/80 A-208 W
2/3/80 A-263 U
3/12/80 A-210 0
2/11/80 A-267 W
5/2/80 A-219 K
2/11/80 A-268 W
5/2/80 A-220 R
4/3/80 A-271 T
4/3/80 A-223 S
4/3/80 A-275 N
3/12/80 A-229 U
2/11/80 A-278 L
2/11/80 A-232 P
5/12/80 '
A-280 L
5/2/80 A-234 P
2/11/80 A-282 T
2/11/80 A-238 0
4/3/80 A-283 P
2/11/80 A-239 P
3/19/80 A-28.7 F
1/23/79 A-242
.L 9/13/79 A-288 D
2/11/80 A-246 C
3/2/79 A-318 N
5/2/80 A-253 Z
5/2/80 A-319 r;
5/2/80 A-254 AA 5/2/80 A-226 J
2/11/80 A-237 U
2/11/80 A-230 Y
5/2/80 A-260 P
10/8/79 A-251 M
1/31/80 l
N e
M
a-,
Pago 1 of 1 k
Rovision 0 June 27, 1980 t
i MECHANICAL LOADING SET DRAWING REV.
DATE t
e M-23-1 C
3/17/75 M-23-2 C
3/17/75 M-23-3 B
4/10/74 M-23-4 C
3/17/75 M-23-5 B1 9/15'/75 M-23-6 B
4/10/74 M-23-7 C
3/17/75 i
M-23-8 C
3/17/75 M-23-9 B
4/10/74 M-23-10 B
4/10/74 M-23-11 A
4/10/74 M-23-12 A
4/10/74 M-23-13 C
3/17/74 i
i 1
i f
9 h
sasu 2 - -
i Rsvision 0 June 27, 1980 I
ELECTRICAL LOADING SET
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i DRAWING REV.
- DATE 6/20 ES-37 5
12/5/79 6/20 ES-3 8 6
12/5/79 6/20 ES-3 9 6'
12/5/79 6/20 ES-40 6
12/,5/79 6/20 ES-41 6
12/5/79 6,/20 ES-4 2 7
12/5/79 6/20 ES-43 4
12/5/79 6/20 ES-121 3
3/22/77 6/20 ES-122 4
12/5/79 6/20 ES-123
'4 12/5/79 6/20 ES-125 2
11/6/75 6/20 ES-28 5.
1 3/25/77 o
i l
y _.
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