ML19312D452
| ML19312D452 | |
| Person / Time | |
|---|---|
| Site: | Farley  |
| Issue date: | 03/17/1980 |
| From: | Clayton F ALABAMA POWER CO. |
| To: | Stolz J Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 8003240427 | |
| Download: ML19312D452 (200) | |
Text
I Y:-
- Aiacima Pow:r Corrpany 600 North 18th Street Post offico Box 2641 Birmingnam. Alabama 35291 Tetephone 205 323-5341 L
Eich^cS$$nt Alabama Power
- > .. a:wn eux : , .e March 17, 1980 Docket tb. 50-364 Director of Nuclear Ibactor Ibgulation U. S. Nuclear Pegulatory Ocruission Washington, D. C. 20555 Attention: Mr. John F. Stolz JOSEPH M. FARIEY NUCLEAR PIANI - UNIT NO. 2 OCNFIINNIORY PIPING At ALYSIS PDOGRAM Gentlemen: ,
Your letter dated February 20, 1980 contained a request for additional information that would allcw an independent confirmatory piping analysis to be performed by your consultants on the main steam line, loop A, extending fran the steam generator nozzle to the contain-rrent penetration. Accordingly, enclosed are tw (2) copies of a documentation package that has been assmbled to include the requested information as outlined in your February 20, 1980 letter. In addition, by copy of this letter we are transmitting one (1) copy of the documentation package directly to Mr. bhrv Bampton, Battelle - Pacific Northwst laboratories.
Please note that the stiffness value provided for support 2MS-R612 is subject to change since the structure is currently being ::odified in accordance with the requl'anents of IE Bulletin 79-14. We will advise if the given value associated with the proposed modification requires further revision. As a final crmnent, the seismic analysis that was per-formed on the A main steam line was a deocupied analysis. 'Ihe method- ,
olcxjy used to perform such an analysis was explained during a telephone I conversation on February.11, 1980 between our staffs. l V
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O '.m Ibcket No. 50-364 Director of Nuclear' Beactor Degulation March 17, 1980 Page It is our understanding that the primary sphasis of this in-dependent analysis is *:o verify that the selected piping system design neets the applicable ALE Code stress criteria in the as-built condition.
Yours very truly, hY W F. L. Clayton,J'r.
FICjr/INEVmnb Enclosures
. cc: Mr. R. A. 'Ihcznas w/o encl.
Mr. G. F. Trowbridge w/o encl.
Mr. Merv Banpton w/ encl.
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o a SYS1TM DESIGNATION FDR JOSEPH M, FARLEY NUCLEAR PIANT I?NTT NO. 1 SERVICE NO. SYSTEM B13 REACTOR COOLANT PIPING Ell RESIDUAL HEAT REMOVAL / LOW HEAD SAFETY INJECTION SYSTEM E13 CONTAINMENT SPRAY SYSTEM E14 CONTAINMENT AIR SAMPLING E21 HIGH HEAD SAFEIY INJECTION / CHEMICAL & VOLUME CONTROL SYSTEM E22 REACTOR CAVITY POST IDCA DILUTION SYSTFM E23 POST ACCIDENT CTMT VENTING & SAMPLING SYSTEM k F16 G12 SERVICE & HANDLING OF SIDRAGE EQUIPMENT BORON THERMAL REGENERATION SYSTEM G21 LIQUID WASTE DISPOSAL SYSTEM G22 CAS WASTE DISPOSAL SYSTEM G24 STEAM GENERATOR BLOWDOWN SYSTE4 G31 SPENT FUEL POOL COOLING AND CLEAN UP SYSTEM N11 MAIN STEAM SYSTEM N12 AUXILIARY STEAM SYSTEM N13 SERVICE STEAM SYSTEM N21 CNDENSATE AND FEEDWATER SYSTEM N22 AUXILIARY DRAINS AND VENTS SYSTEM N23 AUXILIARY FEErJATER SYSTEM N25 CHEMICAL INJECTION SYSTEM N26 MSR AND HEATER DRAINS N32 STEAM SEAL SYSTEM N33 LUBE OIL SYSTEM N34 MOISTURE SEPARATOR SYSTEM N35 EXTRACTION STEAM SYSTEM N36 BY-PASS STEAM SYSTEM N37 REHEAT SYSTEM N51 CONDENSER AND AUXILIARIES N52 0FF GAS SYSTEM Fil CONDENSATE AND DEMIN. WATER TRANSFER AND STORAGE SYSTEM P12 MAKE-UP WATER SYSTEM P13 CONIAINMENT PURGE SYSTEM P14 NITROGEN AND HYDROGEN SYSTEM P16 SERVICE WATERS. SYSTEM P17 COMPONENT COOLING SYSTEM P18 SERVICE AIR SYSTEM P19 INSTRUMENT AIR P20 AUK. SIM. & COND. RECOVERY SYSTEM P21' DIESEL AND AUXILIARIES P23 CONTAI) MENT IE.AK RATE TEST SYSTEM P24 SANITARY WATER SYSTEMS P25 RIVER WATER SYSTEM P26 CIRCULATING WATER SYSTEM
_ P27_ WATER TREATMENT SYSTEM L DEGASIt a.AIION SYSTEM T45 P35 b CONDENSER TUBE CLEANING SYSTEM ]
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SYSTEM DESIGATIONS 4 Il 7-7: Added New SystemgETAE.
5 AddedNewSysM m 1 e, 32 A-i 6 7/23/79 Added P28 6 P35 Systems l
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.s SYSTEM DESIGNATION FOR JOSEPH M. FARLEY NUCLEAR PIANT UNIT NO 1 (CONT'D)
SERVICE NO. SYSTEM P42 FIANT EDT WATER HEATING SYSTEM P43 FIRE PROTECTION SYSTEM P44 REFUELING WAIIR UANSFER AND SIDEAGE J R43 DIESEL GENERAICR AIR START SYSTEM S42 DOMESTIC WATER S44 SANITARY SYSTEM T42 DOMESTIC WATER SYSTEM (CONTAINMENT) 746 STANDBY CAS TREAINENT SYSTEM T47 CRDM COOLING SYSTEM UO9 DEWATERING (IURB. BLDG.)
U27 ROOF DRAINS ( TURB. BLDC.)
h U41 U42 HVAC PIPING DOMESTIC WATER SYSTEM (TURB. BLDG.)
U43 FIRE PROTECTION SYSTEM U44 SANITARY SYSTEM V19 CLOSED LOOP AUX, STEAM & CONDENSATE RECOVERY SYSTEM v27 ROOF DRAINS (AUX. BLDG.)
V42 DOMESTIC WATER SYSTEM ( AUX. BLDC.)
V43 FIRE PROTECTION SYSTEM V49 CONIROL ROOM HVAC AND FILTRATION SYSTEMS WO9 DEWATERING (ARC WATER)
I W27 CHLORINATION SYSTEM W32 SCREEN WASH SYSTEM W36 SERVICE WATER INTAXE STRUCTURE W43 FIRE PROTECTION SYSIEM X44 SANITARY DRAIN SYSTEM YO9 DEWAIERING (YARD)
M 6,, _ WATER _Q'IMENT
%-- ~ENITARY WATER (YARD) SYSTE]M 7 H TY RdUlS HOUSE Y43 FIRE PROTECTION SYSTEM Y44 SANITARY DRAIN SYSTEM Y45 RADICACTIVE DRAIN SYSTEM l Y52 OIL & CHEMICAL STORAGE AND TRANSFER SYSTEM l
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- AL.ABAMA POWER COMPANY
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5 /@ 7) Add. Y36 System xx = = _2 _. , 32_ =,, A-
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CENERAL NOTES a
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- 1. PIPING CLASS CODE DEFINITION ;
1.1 Piping Classes are designated by a three letter code. The first l letter indicates the Primary Valve and Flange rating; the second l
1etter the type of material and the third letter the code to which
. the pipinF is designed.
1.2 The designations are as follows:
1 First Le t ter - Ra t ina i C -
1500#
D -
900#
E - 600#
F - 400# 1 G -
300fe H -
150#
J -
K -
For general use as desij;nated L -
on pipe class sheets M -
Second Letter - Mat'1.
B -
Carbon Steel C -
Stainless Steel D -
Cast Iron E - For general use F - as designated N -
on Class Sheet Third Letter - Nsien Cooe
, A -
ASME Code, 1971,Section III, Nuclear' Power Plant Cocoonents Class 1 B -
Class 2 C -
Class 3 D -
Code for Power Piping, ANSI B31.1.0 C -
Portion of ANSI B 31.1.0 applicable to Roof Drains.
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suora JOSEPH M. FARLEY NUCLEAR PLANT gg PIPING CLASS SHEETS GENERAL NOTTR an, . . ... .. .
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Mev. 5 2/6/75 Add 3d HBD-605 DEZSN ggyggg ~~ SthkVICE CONDITI,ON l CLASS u, ,, .
, C,yg aE8"tBbg/17/76 Add:dHBD-623
&- SERVICE SE N0m ER f- UM8ER Rev. 4 9-5-74 Added $d pggg op pglG 8 F l P a t. 72 p,Qg;$, y,,, rg N-11 MAIN SEAM SYSEM I 1085 600 775 517 D-175324 5 EBB-6 Main Steam Drip Leg Drains 150 500 Gravity 212 D-175324 5 HBD-503 Drains to Aux Steam Cond. Tank II 150 500 Cravity 212 D-175324 '5 l HBD-504 Drains to Drain II 1085 600 775 517 D-175324 '5 ECD-7 Main Steam Drip Leg Drains II
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150 500 Gravity 212 D-175324'S HBD-505 Drains to Aux. Steam Cond. II Tank 150 500 Gravity 212 D-175324'S HBD-506 Dratns to Drain II Main Steam Drip Leg Drains II 1085 600 775 517 D-175324'S EBD-8 150 500 Gravity 21'- D-175324 'S IGD-507 Drains to Aux. Steam Cond. II Tank Drains to Dra;n II 150 500 Gravity 212 D-175324 'S HBD-508
/S\ EBB-7 Seeam cenerator Upper I 1085 600 775 517 D-175324 Shell Sanpie Conn. D-175325
, EBD-9 Main Steam Line Sample II 1085 600 775 517 D-175324
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200 D-175325 DBD-8 Temp. Stm. Gen. Bypass piping II 1085 600 1085 for chem, cleaning (Unit 1)
EBD-10 Temp. Sem. Gen. Bypass piping II 1085 600 1085 200 for cher, cleaning (Unit 2)
ESD-211 M.S. Line to Air Ejectors Drain 11 1085 600 750 510 D-170295 h EBD-212 .:ain Stm. Drain Pot Drains 41 1085 600 750 510 D-170295 510 D-170295 EBD-213 Dump Valve Disch Line Drains 11 1085 600 750 h HBD-605 Emergency Air Supply to Atmos. Relief Valve I 150 150 100 95 Nitrogen supply to main stream II 150 500 135 120 llBD-623 b EBC-3 header Atmospheric Dump Valve Dis- i 1085 600 775 517 charge to Atmosphere
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' 7 7 71 maa.a v'* sumaecy JOSEPH M. FARLEY NUCLEAR PLNIT
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EBD-9 DETg PIPING CLASS
SUMMARY
3 5 74 Adoed DBD-8 6i t, - a., .
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- CRVICE COWelTION CLASS a u. RATING DRAWNtG SERVICE E NUMER itRVICE 30 m L b, ". I "s PSIG sp g .
NUMBER PmG 'r N11 Main Steam
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ERD-218 MSR LA & 2A 11. P. Steam T1 1055 600 775 517 D170171
- Drain EBD-219 MSR LB & 2B 11. P. Steam II 1085 600 775 5 '. 7 D170171 Drain ESD-220 GFP Turbine H. P. Steam 11 1085 600 775 517 D170171 Unin EBD '.21 SGFP Turbine H. P. Steam iJ 1085 600 775 517 D170171 Drain EBD-223 Seal System Main Steam II 1085 600 775 517 D170171 Drains Main Steam Safety Valve I 150 500 80 325 HED-657 b Discharge to Atmosphere.
MS Safety Valve Discharge 10S5 600 150 370 EBD-12 I Elbow r.
BECHTEL CORP. JOB 7597-03 SOUTHERN SERYlCES INC.
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< 0 7/23/76 New Sht.
1 10/4/76 Add HBD-657 & JOSSH M. FARLEY NUCLEAR PLANT EBD-12 as.rm PlPING CLASS
SUMMARY
we one swee . esas m 53B . - A-
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D p gg SERVICE CONDITION r
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N11 NEIN STEAM SYSTEM 1085 600 775 517 175300-EBB-1 Main Steam from Steam Genera- 1 175302 d tors to Mn. Steam Safety Valve Header Main Steam Safety Valve Headers I 1085 600 775 517 175324/5 EBB-3 .
EBD-3 Main Steam Supply from Isol. II 1035 (,c o 776 50 Valves to Aux. Bldg. Wall Main Steam Supply from Aux. II 1085 600 775 5/7 170114 EBD-200 ,
Bldg. Wall to-1)H.P. Turbine 2)MSR 2nd Stage
- 3) Rotor Gland Steam Seal H.P. Supply Conn.
4)Feedwater Pump Tebines l g5)SJAESupplyConn.
- 6) Condenser Sparging System Control Valve g7) By-Pass Shut-Of f Valve
- Ahead of Control Valve o< lckp d 11BC-85 517 b EBD-11 From N2 supply to main steam header II 1085 600 775 150 600 100 517 170114 HBD.200 From Sparging System Control II b Valve to Sparging Nozzles at Condenser II 265 515 208 490 170114 CBD-200g From MSR Mhell to SCFP Turbine EBB-4 From drip leg to Aux. Cond. Taak dd EnCgs Del <.4t4 d l
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2 1-12-73 EBC-5 was ., JOSEPH M. FARLEY NUCLEAR PLANT 3 L-29-73 De .EED-200-6 NA"'
f"" " *
- 9N . . .* . evesessese
& HBD-215 seats 53 e, e. A-4 8-16-73 Add h m cond . .. . . _.
4 s .
R2v. 9 4/22/77 Add Blua Africcn Class EBB .
ASME Code Sect. III Class 2 Main Steam i l I. - PRIMARY FLANCE AND VALVE RATING l 600 iSIG'a 850F l
Carbcn Steei i
PIPE: Size 2" and smalle r 2 " thru 24" 32" 0. D.*
i Construction Seamless Seamless Welded ASME Spec. SA106 B SA106 B SA155 Gr. KCF-70 Class i Schedule 80 80 1.033" Minimum wall
- FIITINGS **S i ze 2" and smaller 2 " thru 24" 32" 0.D.
Type Forged Seamless or Seamless or Welded Welded Joint @ socket Weld Butt Weld Butt Weld ASME Spec . SA-181 Gr II, A-105 SA234 - WPB SA234 WPC Code Case 1519 or SA234 WPB Rating 3000# Schedule 80 1.033" Minimum wall FLANGES: Size 2" and smaller 2 " thru 24" Type Forged Forged Joint Socket Weld Weld Neck ASME Spec. SA105 Gr. II SA105 Gr. II Rating 600# RF 600# RF
] Schedule 80 Schedule 80 t Bored to E Flex!tallic style CG, Type 304 stainless steel and Canadian asbestos filler.
.O GASKETS:
except that Mn. Stm Safety Valve gaskets shall have Blue African Asbestos or
~
grafoil.
'--d BOLTiW: Type - Stud bolts with two nuts y Stud - ASME SA193 Grade B-7 Nut - ASME SA194 Grade 2H, hexagon, semi-finished g
g 1k JOINTS: Welded except at flanged equipment.
O Field weld end preparation per sheet 1 of 10.
g- Weld end transition per sheet 1 of 1, type I.
" Branch connections per sheet 2 of 2.
i **Raducing couplings shall be used for piping over 600 psi 7 Immorts may be used in other locations 9 CORROSION j ALLOWANCE: The abovd schedules and minimum wall thicknesses include 0.065" corrosion r
s allowance.
I NOIE 1: All piping and associated welding filler metal which is part of contain-3 ,
ment penetration shall be impact tested at +100 F. Impact tests are not )
, g required for pipe k in. or less in naminal wall thickness or 6 in. nominal i
, diameter and less. Acceptable, values shall .be.thpse listed in.. Table I-7.1
~y of the Nnclear Code. ,.
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4
- Minimum wall thickness for N Ut steam safity 'valve heade-'..dhall be 2.312"; tiominal 0.D.
%. us., .w.ti. de Sc.5%
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- s. 2 10-1s-7aAid Canadiic ,, JOSEPH M. FARLEY NUCLEAR PLANT
- j. 3 11673 ** Red.Cpig.No[a Piping Class Sheet
! 4 1 73 Del.32" Fig.
A-
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5 614-73 Fitting Materiai ears evesnesses ocas.a > en. L4_or 12.essser, 6 8/3/ 73 Note 2 7 9-12-7E Gaskets 8 3/1/77 Gasnets l
- s. A Class EBC ASME Code Sect. III Class 3 Auxilicry Steam f.
I q PRIMARY FLANCE AND VALVE RATING 600 PSIG @ 850F Carbon Steel PIPE: Size 2" and smaller 2 " thru 24" 32" 0.D.
Construction Seamless Seamless Welded ASME Spec. SA106 B SA106 B SA155 Gr. KCF-70 Class i Schedule 80 80 1.033" Minimum wall
- Size 2" and smaller 2h" thru 24" 32" 0.D.
FITTINGS: b Type Forged Seamleas or Seamless or Welded Welded Joint O Socket Weld Butt Weld Butt Weld b ASME Spec. SA-181 Gr II, A-105-71 SA234 WPB SA234 WPC Code Cas or 3A234 kTE '
Rating I66 00v Schedule 80 1.b33 Minimum Wall FLANGES: Size 2" and smaller 2 " thru 24" Type Forged Forged Joint ASME Spec.
Socket Weld SA105 Gr. II Weld Neck SA105 Gr. II h
Rating 600# RF 600# RF Bored to Schedule 80 Schedule 80 CASKETS: b Flexicallic style CG, Type 304 stainless steel an'd Canadian asbestos filler.
BOLTING: Type - Stud bolts with two nuts h Stud - ASME SA193 Grad- B-7 Nut - ASME sal 94 Grade 2H, hexagon, semi-finished JOINTS: Welded except at flanged equipment.
Field weld end preparation per sheet 1 of 10.
Weld end transition per sheet 1 of 1, type I.
Branch connections per sheet 2 of 2.
- Reducing couplings shall be used for piping over 600 psi Inserts may be used in other Jocations CORROSION .
I ALLOWANCE: The above schedules and mini =ue wall thicknesses include 0.065" corrosion allowance.
G . 7 2 1: A butt veld say be used where t. reducer is required.
! hev 5 6-14-73 Fitting :'aterial ?.ev. t '/3/ 3 i:CTE1 l BECHTEL CORP. JOB 7597-03 SOUTHERN SERVICES INC.
- = AL.ABAMA POWER C ' OMPANY l i 1 4 11-72 Stud were h, ' ' sa --.
" Grade n" sueJac7 JOSEPH M. FARLEY NUCLEAR PLANT 2 " """# """
ge m Piping Class Sheet 3 1 ts 73kRad. Cpig. Note
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4 ..-29-73 Del.32" Flange j aava- ausensasse esass se6_15 se 32 sessure k ___
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-e -- . - , - -m. , - w, + - - , , , ,- ,,
lh-Clenn EBD
- ABST B 31.1.0, Class II 6 III Main Steam
- , Main Feedwater l PRIMARY FLANGE AND VALVE RATING Non-Nuclear 600 PSIG @ 850F Carbon Steel PIPE
- . Size 2" and smaller 2 " thru 24"
- 26"/30"/32"/34"/36" 0.D, Construction Seamless Seamless Welded ASTM Spec A-106B A-106C
- A-155 Gr. KCF-70 Class i Schedule 80 60* 1.000"/1.018"/1.033"/
1.093"/1.154" min. wall FITTINCS *** Sin.e 2" and smaller 2\" thru 24" 26"/30"/32"/34"/36" 0.D.
b Type Forged Seamless or . Seamless or Welded Welded Joint G Socket Weld Butt Weld Butt Weld h ASTM Spec. A-181 Cr II, A-105-71 or A 234 Gr. WPB A-234-WPC A-234-WPB fromA515GR.70 or A-234.-WPC Rating 3000# Schedule 60* 1.000"/1.018"/1.033"/
1.093"/1.154" min. vall FLANGES: Size "
2" and smaller 2 " thru 24" Type Forged ,
Forged
. Joint Socket Weld Weld Neck 3 ASTM Spec. A-105 Gr. II A-105 Gr. II U Rating 600# RF 600# RF 1 f- Bored to Schedule 80 Schedule 60* l 8
GASKETS: h Flexitallic style CG, Type 304 Stainless Steel and Canadian asbestos
, filler.
o BOLTING: Type - Stud bolts with two nuts E Stud - ASTM A-193 Grade B-7
} Nut - ASTM A-194 Grade 2H, hexagon, semi-finished JOINTS: Welded except at flanged equipment.
8 Field weld end preparation per sheet 4 of 10.
j weld end transition per sheet 1 of 1, type I.
Branch connections per sheet 2 of 2.
s
) n
[*** Reducing couplings shall be used on piping over 600 psi Inserts may be used in other locations E
' S QUALITY CONTROL AND ASSURANCE REQUIRED x
I CORROSION ,
7., ALLOWAN E: Th'e above schedules and minimum wall thicknesses include 0.065" corrosion g 8 allowance, except that 14" pipe wall includes 0.017 'orrosion Allowance, y
- Note: All 24" steam generator feedpump discharge piping to be A-155 Gr. KCF-70 j Class I. 1.000" min. vall. For sizes smaller than 4" use Schedule 80.
- For clarification, see applicable class summary sheet.
N lRev 6 l6-14-73 l Fitting Material l Rev. 7 I 8-3-731 !, ~r ? 11ev.6 6-17-74 Cor. Allow g BECHTEL CORP. JOB 7597-03 ; SOUTHERN SERVICES INC.
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ALABAMA POWER COMPANY i tum Au m v.d u 2 MWded " Canadian" ,a JOSEPH M. FARLEY NUCLE.AR PLANT 1 '/87.4 Pittina Snee. Piping Class Sheet 4 t.t s.n ***-Deleted A ""
.4(-) 5@ 5 1..29./73 e Del.largeF1&s. m ... _a_ o, u .. A-
b 2 .
Cicca DBD j
- ANSI B31.1.0, C1cso II I and III l f
Main & Aux. Feedsater
/. Non-Nuclear PRIMARY FLANCE AND VALVE RATING 900 PSIG @ 850F Carbon Steel PIPE: -
Size 2" and smaller 3" to 6" 8" thru iS" Construction Seamless Seamless . Seamless k ASTM Spec.
Schedule A106-68 Grade B 80 A106-68 Grade C A106-68 Grade C 80 10 0 1 FITTINGS: *** Size 2" and smaller 3" to 6" 8" thru 16" Type Forged Seamless or Seamless or Welded Welded Joint @ Socket Weld Butt veld Butt veld d ASTM Spec. A-181 Gr II A-105-71 or A234-65 WPC A-234 WPB A234-65 WPC Rating 30004 Schedule 80 Schedule 100 FLANGES: Size 2" and smaller 3" to 6" 8" thru 1B" Type Forged Forged Forged Joint Socket weld Welding Neck Welding Neck ,
ASTM Spec. A105-68 Gr. II A105-68 Gr. II A105-68 Gr. II l Rating 900# R. F. 900# R. F. 900# R. F. i Bored to Match Pipe Match Pipe Match Pipe GASKETS: b Flexitallic gasket style CG, Type 304 Stainless Steel and Canadian asbestos filler. .
BOLTING: Type - Stud bolts with two nuts Stud - ASTM A193-70 Gr. B7 I Nut - ASTM A194-69 Gr. 2H, hexagon, semi-finished JOINTS: Welded except at flanged equipment.
Field weld end preparation per sheet 3 of 10. )
Weld end transition per sheet 1 o f 1, type I .
Branch connections per sheet 2 of 2. ;
g***Reducingcouplingsshallbeusedforpipingover600 Inserts may be used in other locations psi CORROSION ALLOWANCE: The above schedules include 0.065" corrosion allowance.
- For clarification, ;ee applicable class summary sheet.
h @ 2: 21: A butt veld may le used where a reducer is re;eired.
BECHTEL CORP. JOB 7597-03 SOUTHERN SERVICES INC.
- = = . - ALABAMA POWER COMPANY g~ 1 *M
/ Added "CanmM an" 2 1.t e-n
- Red. Cnin. Note masc 7 JOSDH M. FARLEY NUCLEAR PLANT 3 EAM3 Fittina Material "" '" **
4 $-3-1 ? Note 1 5 917/73 Was Grade C so 12 w 32 casts A.
spis susenesses ocaLa l
1 l
' l Rev. 7 11-8-74 Add:d Nato 3 ~
Class HBC ASME Code Section III Class 3 !
PRIMARY FLANCE AND VALVE RATING 130 F3IG at 5000F Carbon Steel PIPE: Size " to 10" 12" to 36"h Construction 9aamiaas Seamless or welded ASME Spec. SA106 Cr. B SA106 Cr. B SA155 Class IIGr.CS:
h Schedule 40 ** d Std. 3/8" wall
- FITTINGS: Size 2" and smaller 2%" to 10" 12" to 36" b Type- Forged Seamless or welded Seamless or welded Joint g Socket weld Butt wa M Butt Weld h h ASME Spec. SA-181 Gr II, A-105-71 SA234-65 WPA or WPB SA234 WPA or WPB Code Case 1519er SA234 WPB Rating 3000 lb. Schedule 40 Std 3/8" vall FLANGES: Size 2" and smaller 2 " to 10" *** 12 " t o 36" 1 4 Type Forged Forged ~
Forged Joint Socket Weld Weld neck Weld neck ASME Spec. SA181 or S4105 SA181 or SA105 SA181 or SA105 Rating 150 lb. R.F. 150 lb. R.F. 150 lb. R.F.
Bored to Schedule 40 Schedule 40 Match pipe CASKETS: Compressed asbestos, rubber bonded flat ring, 1/16" thick, dimensions to ANSI B16.21.
s-BOLTING: Type - Stud bolts with two nuts Stud - ASME SA193 Gr. B7 Nut -
ASME SA194 Gr. 2H, hexagon, Semi-finished JOINTS: Welded except at flanged equipment connections Field weld end transition per sheets 1 and 2 of 10.
Weld end transition per sheet 1 of 1, type I.
Branch connections per sheet 1 of 2.
CORROSION ALLOWANCE: ~.he abov'e schedules include 0.065" corrosion allowance.
NOTE 3: Permanent. backing rings are permissible on 12" and larger dia. service water
- piping outside the buildings.
[
l ~.:0 E 1: A11 buried service water piping from 30" to 36 diameter to be 0.500" vall.
k ** For sizes 2h" & 3" Schedule 80 pipe is permissible d *** For flange size greater than 24" use 'Large Diameter A! ~ - type flange class 125 R.F.
per Tube Turns Large Diameter Flange or equal. (: rilled to AN5! '. 16.1)
G ~~'T 2: A :ut veld maf ie used d.ere a reducer is re p red.
Rev 5 6-14-73 lFitti ng Yateriall 7,ey, - l .;.7; l o e 2 l BECHTEL CORP. JOB 7597-03 SOUTHERN SERVICES INC.
M O. DATE REVISION 4 7ht Add 36,, ALABAMA POWER COMPANY
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'- ; eaM Added NME JOSEPH M. FARLEY NUCLEAR PLANT cc ... ..- .. sumsa 3 ei-en ?: Added Cr. II DETAIL Piping Class Sheet and *w
^ *' - -
r-t ?" 4 1-29-73 Added ***
oars ' supenessee ocas.: ew. 21._ o. _.12_ ...e,. A-
A
' ' Rev. 6 6 15-74 Per SM-133
/
i; Class HBD ANSI B31.1 4 Class III Non-Nuclear
~
PRIMARY FLANGE AND VALVE RATING 150 PSIG at 500 F j Carbon Steel
.h 4 PIPE: Size \" to 10" 12" to 26"/30" to 48"
& Construction Seamless Seamless or welded
. ASTM Spec A106 Gr. B A106 Gr. B; or
- A53 Gr. B may be used for A155 Class II Gr. CSS g instr. & service air piping. Std. 3/8" wa11/0.500" u Schedule 40 2 wal1+
"a
~
FITTINGS: Size 2" and smaller 2 " to 10" 12" to 26"/30" to 48" 3 Type Forged Seamless or welded Seamless or welded j Joint @ Socket veld Butt weld Buttweld 3
h ASTM Spec A-181 Gr II, A-105-71 A234 WPA or WPB or A 234 WPB A234 WPA or WPB Std. 3/8" wa11/0.500" 3000 lb. Schedule 40 l
Rating wall l 8 l 5 Size 2" and smaller 2 " to 10" 12" to 26"/30" to 48" FLANGCS:
Forged Forged d ** Forged
$ Type
., Joint Socket weld Weld neck Weld neck ASTM Spec A181 or A105 A181 or A105 A181 or A105 a
o Rating 150 lb. R.F. 150 lb. R.F. 150 lb. R. F.
% Bored to Schedule 40 Schedule 40 Std. 3/8" wall /0.500" 3 wall U GASKETS: Compressed asbestos, rubber bonded flat ring, 1/16" thick, dimensions
.f to ANSI B16.21.
s BOLTING: Type - Stud bolts with two nuts 5 Stud - ASTM A193 Gr. B7 ta Not - ASTM A194 Gr. 2H, Hexagon, semi-finished D
JOINTS: Welded except at flanged equipment connections.
['
Field weld end transitions per sheets 6 and 7 of 10.
( Weld end transition per sheet 1 of 1, type .i.
Branch connections per sheet 1 of 2.
All above ground service water piping from 12" to 36" dia. to std.
h " NOTE 1:
3/8" wall.
CORROSION ALLOWAFE: The above schedules include 0.065" corrosion allowance.
d '** For flange size greater than 24" pse Large 'iameter A"'.: tfpe flange class 125 R.F.
per Tube Turns Large Diameter Flange or equal. Orilled to A".- R 1*.1)
BECHTEL CORP. JOB 7597-03 SOUTHERN SERVICES INC.
N o. DATE REV1940N 1
"," j
- ( ALABAMA POWER COMPANY l- 111A 2 AM McTE 2 ,o.n Added "above summer JOSEPH M. FARLEY NUCLEAR PLANT ground"
~ "
9
^ " " ~
- ig29- 73 Added **
4 >-t bTJ Fitting Material A-o Ats .. . . ~ suesRitoes scata sw. 25 ,,, 3 2 ,,, .
Class GBD ANSI B31.1.0.
Class III Non-Nuclear l I
(! .
PRIMARY F1ANGE AND VALVE RATING l
300 PSIG at 7500F CARBON STEEL PIPE: SIZE 2" and smaller 2 " thru 24" 26"/30"/36" 0.D.
CONSTRUCTION Seamless Seamless Welded ASTM SPEC A-106B A-106B A-155 KCF-70 CL H SCHEDULE 80 40 0.625/0.750/0.875 l min. wall FITTINGS: SIZE 2" and smaller 2 " thru 24" 26"/30"/36" 0.D.
TYPE Forged Seamless or Welded Seamless or Welded JOINT G Socket Weld Butt Weld Butt Weld h ASTM SPEC. A-181 Gr II, A-105-71 A-234-WPB A-234-WPB or A234 WPB Rating 3000# Schedule 40 Match Pipe FLANGES: SIZE 2" and smaller 2 " thru 24" TYPE Forged Forged JOINT Socke t Weld Weld Neck ASTM SPEC A105 Gr. II A105 Gr. II RATING 300# R. F. 300# R. F.
BORED TO Schedule 80 Schedule 40 GASKETS: Flexicallic gasket style CG, Type 304 stainless steel and Canadian asbestes filler.
BOLTS: Type - Stud bolts with two nuts Stud - ASTM AL93 Gr. B7 Nut - ASTM A194 Gr. 2H, hexagon, semi-finished JOINTS: Welded except at flanged equipment connections.
Field weld end preparation per sheet 5 of 10.
Weld end transition per sheet I of 1, type I.
Branch connections per sheet 1 of 2.
CORROSION ALLOWANCE: The above schedules and minimum wall thicknesses include 0.065" corrosion allowance.
h @ NOIE 1: A butt veld may be used where a reducer is required.
Rev. 5 10/4/76 Rev. Des. Temp.
- BECHTEL CORP. JOB 7597-03 SOUTHERN SERVICES INC.
= == .e, ,
ALABAMA POWER ' COMPANY
~' TR --
1 */n/n Added " Canadian'.
summer JOSEPH M. FARLEY NUCLEAR PLANT a e tha 24. .
nan. N "m m m curr+e 3 $73 Fitting Matertl 4 6373 g
- m-----. owenes.ee
_ _ . . . . . . __s . .
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~
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- s. . .
- 1tr. H. A. Sindt
.~
-ProjectIfanecer
- Westin. house !!uclear Energy Systens .
. Post Offica Box 355
- 1 '
~
Pittsburgh, Pennsylvania 15230 *
Dear Mr. Sindt:
2 e . .
?,; ,
< Joseph H. Farley Nuclear Plant Units 1 & 2 .
<.. .. - Bechtel Jobs 7597-03/20
. " Reactor Coolant Icop Analysis .
" ' - i
- C- . , - Bechtel File H-69 '
. . : . .c -
V-916 ,
-.Por your request at the Nucicar Class l' analysis meeting of mcch 15,
- - 1974, ve are furnishing the fabricators estinate on the weight of insulation per linear footaso according to pipe sizes and systems.
- . They are as listed: .
.1 , *
.. . WE1C11T OF INSUtl. TIC't PIPE RT7E LTt!E mmEPS PER til! EAR FOOT
- ' SYSTr.S 37 lbs/ft.
7* [ReactorCoolant 31" .
CcA-12 g
- 29" CCA-11 35'
. / ,.
- 29 CCA-10
. Reaetor Coolant . 27.5"
, la
- 4
,' ' ' RID !!anifold 2" . CCA-13, 14
.. . "" 7 %e-
- .RTD Hanifold 3" CCA-19 14" DBB-1 17
- * - - Feedvator *-
.. 38 r
. .
- Main Stecn , 32" EBB-1 -
CCA-20 11
. Pressurizer Relief . 6" 8
4"
'- Pressuriser Spray CCA-15 Pressurizer Surge 14" CCA-18 21 12" CCA-16 17
'- Rosidual HT Recoval 6
' Safety Injection 6" CCA-22, 27, 28 C7C5 Charging Lines 3" CCA-7 6 Alternate Charr.ing Lines 3" CCA-6 6 Alternate Press. Spray 2" CCA-9 @
7
.~' C7C3 14tdown 3" CCA-5 3.5 CVCS Excess Lotdown 1" -
CCA-4
- 12" CCA-24 ,. 17
- , Accunulater .
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4 FINAL ,
- SEISMIC DYNAMIC ANALYSIS CONTAINMENT & INTERNAL 1 STRbCWRE )
Joseph M. Farley Nuclear Plant Units 1 & 2 4 -
Job No. 7597 - 03/20 -
-)
December 1972 Civil Engineering Department Power & Industrial Division Bechtel Corporation Caithersburg, Maryland h .
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3 CONTAINMENT E INTERNAL STRUCTURE MASS MODEL
() NORTH - SOUTH $ EAST -WEST
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E = 680,000 KSF ,
. G = 272,000 KSF 9
i f/ eCONTAINMENT b
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- - - . INERTIA FORCE _ J.CCELERA, TION DISPLACEMENI _ SHEAR. MOMENT
_E!!YELOPE. ENVELOPE L!!yELOPE ff{yELQlP ElVELQE
.MODEL (KI PS)
(FACTORED G) (IN) (KIPS) (KIP F f) l
_ INTERNAL STRUCTURE - SEISMIC MODEL RESULTS LGUIL-south o_iRECTlON OPERATING BASIS EARTit0UAKE
= _.- . - _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .
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E = 680.000 KSF '
G = 272,000 KSF T-1 2S6 339 e,02 6 0
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! CONTAINMENT STRUC_TURE - SElSMIC MODEL RESULTS ~
E AS T - v1EST DIRECTION ,
OPEnATING DASIS EARTl10'#KE
- r *,.o 4 _ ',,,
- j. .( [ ,
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l G m 272,000 KSF l
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.. .'. MODEL (KI PS) (FACTORED G) (IN) (KIPS) (KIP-F T) i INTERNAL STRUCTURE SEISMIC MODEL RESULTS
_ EAST .-- WEST DiREC119M.
OPERATING DASIS EARTilQtfAKE
_ _ _ _ _ _ - - _ _ _ _ _ _ _ . _ am _ _
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E = 680,000 KSF- ,
- G = 27 2,000 KSF -
Me8 -p J337 .0n9 mora )St
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uis g JS62 .087 _.0073 0075 l i e629 lise4 MIS ,, _ f255 ,on6
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.It!EllTJA FORCE . ACCELERATION _ ,DlS_Pt.ACEuEti_I AXIAL FORCE ENVEl,OPF ENVELOPE {NVELOPE EtavELoll MODEL (KIPS) $ACTORED G) (IN) (g PS) l l CONTAINMENT STRUCTURE - SEISMIC MODEL RESULTS I MERTICAL. Dl!1ECllOLi.
l OPERATING BASIS EART110tiAME .
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t G = 272,000 KSF l '
CONTAINMENT t., .
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, INTERNAL STRUCTURE SEISMIC MODEL RESULTS.
YEBDCAL. DlBEC110N.
}^, ..
' . E = 680,000 KSF. ,,
G = 2 72,000 KSF
.309 J66 734 0 j' by. M!I 4> 6:234
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s %=. ._u e r
-- CONTAINME NT
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+ 2 8: - - 33 oo
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CONTAINMENT STRUCTURE - SEISMIC MODEL RESULTS NORTH -SOUTH DIRECTION '
N
==== .-
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E :680.000 MSF G = 272.000 KSF 7
.l. .
CONTAINWENT
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- n 4' as ._ nei 50
- - -lair nel 1443 rose
.ses M i{ , p-- .MS M4
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.EtiVELOfE IIIVELQ!'E DI)' ELOPE .Ef1VELDE
_E!LYELQE MODEL (KIPS) (FAc10 RED G) ?N) (KIPS) (KIP-FT)
INTERNAL STRUCTURE SEISMIC MODEL RESULTS
.!!DEIll ._ SOUTH DlHECT10N SAFE SilOTDOWN E ARTilOUAKE_
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- G = 2 72,000 KSF 3'O '68 'M*O y- Ld 8 8-o ----6:240 l [, uir
<> *2336
.293 859 J ia a6s2 3
(( r 4, y CONTAltMNT j
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,, FIELD CHANGE REQUEST FCR fi0. 2M-50018 SM / *f s Joseph fi. Farley Plant - Unit II 'Date 1/12/80 Field QC Procedure flo. 5.3.2.1A TPNS No. A17.07 {
Drawing No.: N/A Revision N/A Drawing
Title:
HANGER SKETCHES System ALL Addressed to: APC0 Construction - Attention J. A. MOONEY Southern Services, Inc. - Attn. , Bechtel Corporation - Attention A. A. VIZZI - l ITT Grinnell Corporation (Hanger Div.) - Originator: [ dde/k- /, 59' #3' PDE: N/mm '
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p, n Existinn Condition: QCt1-- - stkD THE FOLLOWING LIST OF "AS BUILT" HANGERS WHICH CONSTITUTE A CLUSTER HAVE BEEN FIELD VERIFIED PER NRC BULLETIN 79.14 GUIDELINES: MARK NO. ISO N0. 'CV NO. ' DANIEL ~REV. MS-R100 3 26 0 MS-R614 3 26 e. e..,,,
%c 1 ' R 3 ABOVE CLUSTER IS PER 79.14 ONLY, NO BOLTS INVOLVED. O M/,' e $
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PLEASE APPROVE ATTACHED "AS BUILT SKETCH (S). pd, fd URGEti'Y: (1) Ikede i by N00N (tine) on 1/24/8 N to h 'hs' (datc)
. (2) Jus ti fica tion: 79.14 and 79.02 COPPLETION
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APLO llPD REPLY:
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DISIR130i!0!!: DC FOR SUSPENSE FILE, APC0 OA flELD i:f PRTSENDJ1VE, APC0 iiPD, ALL l C0:457. SUPERINTEf:3ENTS
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MATERIAL BY ITT GRINNELL: . 8 2 1/2" Cylinder, 5" Stroke, Fig. 200, Option #2, 2 - s Hydraulic Shock & Sway Suppressor, Load =5,5000, Cold Piston Setting = S Vg" (', Hot Piston Setting = 3}lg' , PH-74 v/ Manifold Arrangment/ Sketch # BH-1230 & Reservo2.r In
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-Plate Thickness
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i Grout Thickness (in.) Is I ,#,. In 1%, 1% t,cvoling !;ut Dacked 's Off (Yen /NA) a
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Embedment requiring grout). = bolt icngth - (projection + plate thic'< ness + grout o { (UNGROUTED PLATE)
'Embedment = bolt Jength - projection above concrete ON* h--'@7f #
Rev. 0 - 10/79 . Danici a
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II Date - 2/4/80 TPtJS tio. ATEW7 Fielr! QC Procedure fio. 5.3.2.176 Drawinq t;n.: ft/A _ Revision N/A System ALL Drawing iitle: HAtlGER SKETCHES _ _ . . _ _ Addressed.to: APC0 Cons t ruction - Attention J. A. M00f!EY
~~
Southern Services, Inc. - Attn. Bechtel Corpora tion - Attention __, A,j.VIZ71 ' ITT Grinnell Corporation (llanner Div.) Oriqinator N M' c. /sN# PDE N / Q qCit C,[ QNdw Exis tino Contti tion: Ti!E FOLLOUlilG "AS BUILT" HAi!GER HAS BEE!! FIELD VERIFIED PER llRC BULLETIll
.79.14 GUIDELillES:
ItARK !!0. ISO f!0. CV f:0. DAfilEL REV. 2MS-R98 2-3 026 D.0 Q$ O, a. y RECElVED,% ABOVE HAtlGER IS PER 79.14 Ot!LY, [10 BOLTS I!!VOLVED. TcA P
$j^FEB8 1980/,5 o ~"':q. y ATTEft: R. GAtlTI/BEC Rer.o:tneni'ed Action and I:cstngle Party:
PLEASE APPROVE ATTACHED "AS BUILT" SKETCH. ,-, .cr t
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FIELO CHANGE REQUEST _ Date 2/23/80 Joseph fi. Farley Plant - Unit II TPi4S~ fio. A17.07 Field QC Procedure fio. 5.3.2.lA Revision N/A Orawinq fio. : N/A ALL System Drawing
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HANGER SKETCHES ___ J. A. H00NEY l Addressed to: APC0 Cons truction - Attention j Southern Services, Inc. - Attn. _ Bechtel orporation - Attentica A. A. VIZZI IT G ell orporation (Hanger Oiv.) Originator: 7 /d f,' - PD h p(h u _ QCl-1, C - y Existino Condition: THE FOLLOWING "AS BUILT" HANGER HAS BEEN FIELD VERIFIED PER NRC BULLETIN 79.14 GUIDELINES: I MARK fl0. 150 NO. CV NO. ~ANIEL J REV. l 2-3 026 D.0 2MS-R99 f ABOVE HANGER IS PER 79.14 ONLY, N0 BOLTS INVOLVED. 2-
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