ML18010A859
| ML18010A859 | |
| Person / Time | |
|---|---|
| Site: | Harris  |
| Issue date: | 10/09/1992 |
| From: | CAROLINA POWER & LIGHT CO. |
| To: | |
| Shared Package | |
| ML18010A832 | List: |
| References | |
| 1A-236-CS-59, NUDOCS 9210290119 | |
| Download: ML18010A859 (1) | |
Text
6S SO SC'Z O'
'N 'IIIO TYPE OF ANALYSIS R SEISMIC NONSEISMIC B31.1 R ASME
/<o -o eg Oy /6 oe so ee 773 7760 CS H4Z7Z]
LINE NO.
PIPE PROPERTIES INSUL OPER DES DES MATER I AL THK TEMP PRESS TEMP THK SPEC
'Z 0
19 1C+
7730 7740 775 7765
~77 7 7810 2CS2 796SN I 2CSZ 784SN I
ZCSZ783SN I
2CS2-297SN-I 2.375 2.375 2.375 2.375 2.375
. 344
. 344-
. 344
.344 A376-TP304 A376-TP304 A376-TP304 A376-TP304.
A376-TP304-130 ZBOP Zpp 130 ZBOO 200 130 28OP Zpp 130 ZGOO 200 130 2BOO Zpp CS H4239 774 776 CS-H-AZ26 7770
- 778, 9
~77 9 781 5
~BB'82 7820 7CS2-794-1 2.375 A376-TP304 VALVE PROPERTIES 130 300 Zpp CS-H424-3 7790 780 781 q) 7831 46' VALVE NO-SIZE VALVE WEIGHT OPERATOR C.G.
V760 2"
335 624 783 837 840 839 B
838 QB 835
'Po 825 OS 7834 7832 22'36 814 822
/83 4 820 821 8210 815 eo 818 81 9 2o~ )
Roe
'eA, oe 4
- Pzo, CS-H4251 B 3 0
BOB 784 CS H 4249 8
6
+)
I ce 834 0
'OO 817 CS H4247 7940 6
~
/ee//
785
'786 787 788 789 8104 201'91 792 Sez 793 794 7940 1
2C+
795 V759 V751 V750 V752 V753 335 50 50 50 50 2"
ANCHOR MOVEMENTS OPERATING CONDITIONS NODE NO.
MOVEMENTS Z1 X AY Z1 Z SOURCE NA NA NA REFERENCE DOCUMENTS FLOW D
I AG.
MOD SKETCH SK6547 M2000 REV B
827 829 826 823
)O),
8312 8311 8220 8221
)S CSH4 4253 8102 8101 8100 BIO 809 CS H4255 BB
/'/2/,
'/
/
Zg 8003 796 797 799 S/,
'S
'/O Boo S'999 8002 CS-H4266 P
I PE DWG MOD SKETCH SK6547 MZOO I REV STRESS CALC REV
RESPONSE
SPECTRA ENv OF RAB 236 To 261 w/ BRANCH PVRC DAMPING NOTES K REFERENCES I
THIS ISO INCORPORATES THE AS-BUILT DIMENSIONS OF REVISION 1
OF STRESS CALC 141 IA.
2.
REFERENCE PCR-6547 FOR PIPING CHANGES.
REFERENCE EMDRAC DWG 1364-53950 FOR VALVES 2CS-V759SB I
4 2CS V760SA-I.
NB 8296 8310 801 8011 8012 CS-H-4257 4-REFERENCE EMDRAC DWG 1364-4670 FOR VALVES 2CS-V75OSN-I
-V751SN-I
-V752SN-I, 4
-V753SN I IIB 830 931 CSH-4403 802 805.)
803 BOS BOS CSH4 4259 5.
SEE STRESS CALC PACKAGE 14.1 IA REV 2 FOR JUSTIFICATION OF DISCREPANCIES BETWEEN A5ANALYZED O, ASDESIGNED CONDITIONS.
241 2383
'o) 2382 2 g 0
Co 2)
Nk'WCC CI"
~238 4 319 CS-H 44-06 3209 3210 Ni" C
CI SUPPORT LEGEND 2381 RIGID SNUBBER ~
ANCHOR 3212 8315 8105 sjI APERTURE CARD SPRING AXIAL
~l DW SUPPORT 8316 BB 8108 8106 REANALYzED 0 REvlsED FOR PCR 6547 CCSCR IPT ICN IRCFESS I CHAL ENG I IEEB:
SAFETY RELATED WN PSN CHK OV i
CPE CPPE 8318 BIIS CAROLINA POWER S, LIGHT COMPANY MJCLEAR ENGINEERING DEPARTMENT HARRIS NUCLEAR PLANT SCALE:
NTS ZCSZ Z97SNI COI'IT PN I 50 IA-236~66 CALO 141 I 8328 2CS2 299SN I CONT QN I SO IA236 CS 7 CALC 141 I REACTOR AUX BLDG UNIT 1
CS PIPING STRESS ISOMETRIC
~14 I I 4 SHT 2.
MAPSH521 owpNo.:
1A236 CS 59 SHOU I
0