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CLASS TYPE FACING 1 6-12-00012 6-12-00023 6-12-0011
4 (A) STD. SPEC. FOR STRUCTRAL QUALITY PLATES 6-12-0014A535-068-16-46-SP-0001
4 (B) 6556-33-0642-PT-H06A535-000-06-42-SP-14-01
6556-0643-SP-02 SHELL HEAD SHELL HEAD
6
X 7-12-00017-12-00027-12-0003
8 7-12-00047-12-0005
9 7-12-0006 2860 NOMINAL 2431**7-12-00077-12-00087-12-0009
10 X 7-12-0010 HORIZONTAL (AT TOP) VERTICAL X 7-12-0011
11 7-12-0012 EIL 7-12-0013
12 7-12-0014
X 7-12-001513 7-12-0016
7-12-00177-12-0018
14 X 7-12-00197-12-0020
15 7-12-00217-12-00227-12-00237-12-00247-12-0025
17 X 7-12-0026X 7-12-0027
18 X 7-12-0028X 7-12-0029
19 7-12-0030
X 7-12-003120 X 7-12-0032
7-12-003321 7-12-0034
7-12-003622 X 7-12-0037
23
24
25
26 FIRE FIGHTING FACILITIES SHALL BE PROVIDED AS PER CODE/SPEC.
27
28
29
X
X
A 27.05.14 JSN RGREV DATE BY CHECKED
DEMISTER/GRID
REV
STATUTORY REGULATIONS
OPERATING (NOTE-9)
SIZE OF NOZZLESPIPE SUPPORT CLEATS
TRAY SUPPORT/BOLTING BARS
HOLD UPS
SUPPORT HEIGHT
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FORMATNO.316460209REV.0(12.12.2011)A3420X297
OPERATING WEIGHT INCLUDES:i) ERECTION WEIGHT =685000 Kg
5.9 (AT TOP) EXT. *$
DESIGN DATA
NUMBER OF ITEMS :
3545000HYDROTEST ( FIELD )
INDIAN BOILER REGULATIONS (IBR)
THICKNESS OF BLIND FLANGE SHALL BE CHECKED FOR REINFORCEMENT REQUIREMENT, ALONG WITH SRWN NOZZLES WELDED TO IT.
ALL NON DESTRUCTIVE EXAMINATION SHALL BE CARRIED OUT AS PER JOB SPEC.
EXCLUDESMOUNDOVERTHEVESSEL
A
SHEET 1 OF 3
MATERIAL OF CONSTRUCTION (AS PER ASME / IS OR EQUIVALENT)
PETROLEUM AND EXPLOSIVE SAFETY ORGANISATION (PESO)
APPROXIMATE WEIGHT (kgs) (PER ITEM)
ERECTION
HYDROTEST (SHOP)
685000
XXXX
2142000
EXTERNAL AND INTERNAL PAINTING OF VESSEL SHALL BE CARRIED OUT AS PER SPECIFICATIONS 6-79-0020 (HOLD) ENCLOSED IN THE TENDER.
TWO NO. PSV SHALL BE PROVIDED FOR ALL EXPOSED PORTIONS OF THE VESSEL INCLUDING PIPING UPTO FIRST ROV.
AFTER PWHT OF VESSEL/SECTIONS NO WELDING/CUTTING OF TEMPORARY ATTACHEMNTS S PERMITTED.
FIRE PROOFING SHALL BE PROVIDED FOR ALL EXPOSED PORTIONS OF THE VESSEL INCLUDING PIPING UPTO FIRST ROV.
HEAD AS PER SPEC.C4 RAFFINATE/C4H0.57-0.6 (MAX.)
-IS 1893 /SITE SPECTRA
-
-SA 350 GR LF2 CL 1SA 333 GR.6/ SA 516 GR 60-SA 420 WPL6
SA-516 GR 60-SA-516 GR 60
-
-
SA 516 GR 60/SA 333 GR.6 (SEAMLESS)
SA-516 GR 60
TYP. DETAILS OF WIRE MESH DEMISTER SUPPORTS
55 / (-)7(-)7INT. 1.5 EXT. NIL *HEMISPHERICAL, DOME:TORISPHERICAL
1FULL
1FULL
NOZZLE NECK ABOVE 250 NB
STORED
LLOYDS
NOZZLE NECK EXTENSION
SEISMIC
JOINT EFFICIENCY
MDMT (0C)DESIGN TEMPERATURE (0C)
SA 516 GR 60/SA 333 GR.6 (SEAMLESS)
-
8.5
YESHYDROSTATIC TEST (kg/cm2g)
HOT
INSPECTION BY
FIRE PROOFING (SEE NOTE-20)
PRESSURE (NEW & COLD)
INTERNAL PARTS (WELDED)
PIPE FITTINGS GASKET EXTERNAL
EXTERNAL STUDS/BOLTS/NUTS
SKIRT/ SUPPORT SKIRT/ SUPPORT BASE
SA 320 GR.L7/SA 194 GR.7SS 304
SA 516 GR 60/SA 333 GR.6 (SEAMLESS)
LADDER/PLATFORM CLEATS
ALL REQUIREMENTS OF NON DESTRUCTIVE TESTINGS OF CHAPTER 5 AND APPENDIX-G OF EEMUA PUBLICATION NO.-190 SHALL BE MET FOR THE VESSEL.
38 MM BETWEEN END AND MIDDLE OF THE VESSEL FOR UNEVEN
*$ GAS BLAST PR.- 0.23 kg/cm2, INTERNAL VACUUM - NIL
** WITH 15% OF VAPOUR SPACE
SUPPORT.
NOZZLE ORIENTATIONSLADDERS/PLATFORM CLEATS
ASME SEC VIII DIV.2 & OISD STD-150 (LATEST)1.2-4.0
15-43
YES (COMPLETE VESSEL)
CIB
DESIGN OF VESSEL IS BASED ON MAX. DIFFERENTIAL SETTLEMENT OF
SUPPORTS FOR INTERNAL FEED PIPE
TRAY SUPPORT AND BOLTING BARS
REFER NOTE-16
AS PER PAINTING JOB SPEC.COLDNO
S.R NOZZLE NECK
CODE
* FOR BURIED CONDITION WITH CATHODIC PROTECTION
NIL
SEE DRG.
SEE DRG. -
-
SRWN
THE RTJ FLANGE SHALL NOT HAVE HARDNESS GREATER THAT 140BHN.
LWN RF SEE DRG.
DESIGN CALCULATION SHALL BE PERFORMED BY THE FABRICATOR FOR SRN DOME & SRWN NOZZLES AND SHALL BE SUBMITTED FOR EIL'S REVIEW
ALL WELD METAL & HAZ FOR PROCEDURE & PRODUCTION TEST COUPONS SHALL BE SHALL BE IMPACT TESTED AS PER TABLE A2.15 OF SA-20. IMPACT STRENGTH SHALL MEET DESIGN CODE REQUIREMENTS.
PRESSURE TRANSMITTER
SRWN RF SEE DRG.
RF SEE DRG.
16
SEE DRG.
SV
iii) PLATFORM/WALKWAY WT.=3000 Kg
SCHEDULE OR THK. OF NOZZLE IS MENTIONED TO DECIDE THE BORE OF FLANGE AND NECK
EACH MANHOLE SHALL HAVE A PERMANENT LADDER UPTO THE BOTTOM OF THE VESSEL.
TWO NOS. OF PSV WILL BE PROVIDED ON SAME NOZZLE FOR EACH BULLET. ONE WILL BE IN LINE AND OTHER SHALL BE SPARE.
TOP AND SIDE SOIL COVER TO BE OF NETURAL MATERIAL WHICH IS WELL COMPACTED TO PREVENT WATER AND SOIL EROSION. THE MOUND SHOULD HAVE GOOD DRAINAGE TO PREVENT ANY WATER ACCUMULATION ON THE MOUND. MATERIAL SHOULD BE FREE FROM ABRASIVE MATERIAL OR PARTICALS WHICH ARE LIKELY TO DAMAGE THE FACILITIES.
SEE DRG.
MANHOLE WITH BLIND & DAVIT
MANHOLE WITH BLIND & DAVIT
DETAILS OF FORGED NOZZLES
MULTIPOINT TEMP. ELEMENT WITH 80NB STILL WELL
PRESSURE GAUGE
1
MANHOLE WITH DAVIT
ALLOY LINER DETAILS
PIPE DAVIT SUPPORT FOR COLD INS. VESSELSHOT INSULATION SUPPORT FOR HORIZONTAL VESSE
NAME PLATE FOR SMALL EQUIPMENTBRACKET FOR NAME PLATE
PIPE DAVIT
MANHOLE WITH HINGED COVER
80 150
SRWN
SKIRT OPENING DETAILSANGLE LEG SUPPORT
MANUFACTURER NAME PLATE
OCTAGONAL RING TYPE GASKETS (AS PER ASME B16.20) FOR RTJ FLANGE MATERIAL=SOFT IRON (HARDNESS 90 BHN MAX.). FOR RF FLANGE, SS316 SPIRAL WOUND WITH CAF FILLER & CS CENTRE RING, DIMENSION TO ASME B16.20
LT2 1
SEE DRG.
M1 1
1
RF SEE DRG.
XXS 150
300
M2 1 800 14THK. 150
150
(HOLD
WIND XXXX
DEMISTER DATA SHEET
SEISMIC (MC)
XXXX
XXXX
LICENSOR'S STANDARDSEISMIC
(DB)PIPE DAVIT
DETAILS OF INTERNALS ##
PAD NOZZLES FOR VESSELS
FIRE PROOFING AND INSULATION SUPPORTS
SUPPORT RING SIZES FOR PACKED TOWERS
SIGHT GLASSES FOR PRESSURE VESSELS
SUPPORT RING AND BOLTING BAR
EARTHING LUG
LIFTING LUG TOP HEAD TYPE
NAME PLATE
STANDARD BOLT HOLE ORIENTATION
NOZZLE ELEVATIONSNOZZLE ORIENTATIONS
REFERENCE DRAWINGS
INLET DEFLECTOR BAFFLE
NOZZLES AND CONNECTIONS
CAPACITY (M3) PAINTING/CLEANING INSULATION THICKNESS (mm)
GENERAL SPEC. FOR PRESSURE VESSELS
PIPE LEG SUPPORT
SUPP. SPEC FOR PRESSURE VESSELS
SPEC. FOR MOUNDED PRESSURE VESSEL
TYPE OF HEAD
LWN
SEE DRG.
JOB SPEC. FOR FIRE PROOFING COATING
GENERAL NOTES SPECIFICATIONS
Job specification for Shop & Field Painting
DENOTES APPLICABLITYUNLESS STATED OTHER WISE
STANDARDSVESSEL TOLERANCES
Thermally sprayed zinc coating with organic top coat
SP. GRAVITY
WORKING PRESSURE (kg/cm2g) DESIGN PRESSURE (kg/cm2g) WORKING TEMPERATURE (0C)
MANWAY NECK EXTENSION
NOZZLE FLANGES & SR NOZZLE
HEADS SHELL FLANGES
INTERNAL STUDS/BOLTS/NUTS
SHELL/BOOT REINFORCEMENT PAD/INSERT PLATE
PAD FOR EXTERNAL ATTACHEMENT
GASKET INTERNAL
INTERNAL PARTS (BOLTED) CLIPS & ATTACHMENTS (EXTERNAL) WRAPPER PLATE
MARK
RADIOGRAPHY POST WELD HEAT TREATMENT HEAT TREATMENT
WIND SPECIFICATION
OPERATING MEDIUM
STD. SPEC. FOR BQCS PLATES
QTY
CORROSION ALLLOWANCE (mm)
FLANGES
1 200 120 150
O 1 120 150
F
250 80 150 SRWN
150
F
I
L
E
N
A
M
E
:
A
S
M
E
S
E
C
V
I
I
I
D
I
V
2
S
A
5
1
6
G
r
.
6
0
(
7
.
0
M
D
I
A
X
7
0
M
L
O
N
G
)
S
H
T
.
1
O
F
3
FOUNDATION LOADING DATA (OPERATING CONDITION)
S 1
T 1 150
LT1 1 200 120 150
LT3
SRWN
-
200
SCH./THK.
TYPE
PROJECTION NOTE-4
SRWN RTJ
RF SEE DRG.
SEE DRG.200
SRWN
NOM. DIA
50 - 150
100 80
120 150 SRWN
800 14THK. 150 -
68&Vhch&01068-TB-010C4 MIX/C4 REFFINATE/C4H STORAGE ITEM NO.IOCL
ISSUED FOR BIDS
68 DRAWING NUMBERC4 REFFINATE /C4H MOUNDED
BULLET
JOB NO:
CLIENT : A535-000-16-46-DS-3001
fMtkbu MkVk lh4jSfQusV@lh4,pekmUmsm cqysV
DESIGN DATA
NEW DELHI
REVISION APPROVEDNK
XXXX
## TO BE DECIDED BY CONTRACTOR
A535 UNIT NO.
PLANT :
ENGINEERS INDIA LIMITED
PT 1 80
TE 1 80
-
XXS 150
PAD W x T
-
-
-
-
-
SERVICE
BOTTOM PUMP OUT
INLET (WITH 200 NB DIP PIPE)
VAPOUR BALANCE
SPARE WITH BLIND
SAFETY VALVE (NOTE-23)
LEVEL TRANSMITTER (RADAR TYPE WITH 200NB STILL WELL)
LEVEL TRANSMITTER (SERVO TYPE WITH 300NB STILL WELL)
LEVEL TRANSMITTER (RADAR TYPE WITH 200NB STILL WELL)-
SEE DRG.SRWN
RF
RF
RF
RF
RF
NOZZLE REINFORCEMENT AND PROJECTION
VORTEX BREAKERS
-
-
-
SRWN
SRWN
RETAINING PLATELADDER RUNGS FOR MANHOLE/DEMISTER
BRACKET SUPPORT FOR VERTICAL VESSEL
RF
RF
INTERNAL FLANGES
ID OF WELD NECK FLANGES SHALL MATCH WITH CORRESPONDING ID OF NOZZLE PIPE/SHELL.
SKIRT BASE DETAILS
THE INDICATED THICKNESS IS THE MINIMUM ACCEPTABLE AFTER CONSTRUCTION.
ii) OPERATING LIQUID WEIGHT= 1457000 Kg
ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED.Deleted
FOR NOZZLES ON SHELL PROJECTIONS ARE REFERRED FROM VESSEL CENTER LINE TO FLANGE CONTACT FACE.
FOR NOZZLES ON HEAD PROJECTIONS ARE REFERRED FROM HEAD T.L TO FLANGE CONTACT FACE.
FLANGE GASKET FACE SHALL HAVE 125 AARH FINISH.7
WOODEN PILLOWS FOR SADDLE SUPPORTSUPPORT FOR HORIZONTAL VESSEL
DIMENSIONS OF FLANGES FOR NOZZLES UPTO 600NB SHALL BE AS PER ANSI B16.5 AND FOR NOZZLE ABOVE 600NB SHALL BE AS PER ASME B16.5 UNLESS SPECIFIED OTHERWISE.
NORTH DIRECTION WHEREVER SHOWN IS WITH RESPECT TO PLAN VIEW.
5
ALL DRAWINGS, DOCUMENTS, DESIGN CALCULATION. STAGE WISE FINAL INSPECTION AND CERTIFICATION SHALL BE GOT APPROVED BY PESO .
PIPE SUPPORT CLEATS
THERMALLY SPRAYED ZIC COATING WITH ORGANIC TOP COAT TO BE PROVIDED FOR EXTERNAL SURFACE AS PER SPEC.
FOR STILL WELLS ID OF THE STILL WELL SHALL BE UNIFORM FROM BOTTOM OF STILL WELL TO NOZZLE FLANGE FACE.
XXXX
XXXX
MAX. SHEAR FORCE AT BASE (H) (kg)
PG
MAX MOMENT AT BASE (M) (kgm)
LICENSOR'S SPECIFICATION
X
Page 3414 of 3574
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jSfQusV@ Lkh
Page
341
5 of
357
4
ekmWfMM cqysVlh4 jSfQusV@lh4,p
70000 T.L. TO T.L.
7000
I.D
.
Page
341
6 of
357
4
XCLASS TYPE FACING 1 X 6-12-0001 INT EXT -
2 X 6-13-0004 INT EXT NILX 6-12-0011
F 1 200 80 150 SRWN RF SEE DRG - FEED INLET (NOTE-20) X 6-12-0014T 1 100 160 150 SRWN RF SEE DRG - VAPOUR BALANCE X 6556-33-0642-PT-H06S 1 50.8 I.D 160 150 SRWN RF SEE DRG - SPARE WITH BLIND FLG. X 6556-0643-SP-02
SV 1 250 80 150SRWN RF
SEE DRG - SAFETY VALVE (NOTE-22) X 6-79-09
O 1 200 80 150 SRWN RTJ SEE DRG - OUTLET(PUMP SUCTION)(NOTE-18) SHELL 1.0
M 1 600 20THK 150 SRWN RF SEE DRG - MANHOLE+BLIND FL.G.+HINGE SHELLFULL
150 SRWN RF SEE DRG
X 7-13-001480/14TH SRWN RF SEE DRG - 7-12-0002
7-12-0003 0.57-0.60
80 SRWN RF SEE DRG - 7-12-0004
8(A) 7-12-0005
160 SRWN RF SEE DRG - 7-12-0006
7-12-0007
160 SRWN RF SEE DRG - PRESSURE TRANSMITTER 7-12-0008
X 7-12-0009C @@ @@ @@ 150 SRWN RF SEE DRG - CAUSTIC CONNECTION (NOTE-24) 7-12-0010
X 7-12-00117-12-0012 EIL LLOYDS
X 7-12-00137-12-0014
X 7-12-00157-12-0016
11(B) 7-12-0017
7-12-0018
X 7-12-00197-12-0020
7-12-0021
7-12-0022
7-12-0023
7-12-0024 PIPE FITTINGS SA 420 WPL6 (SEAMLESS)/SA 420 WPL3(SEAMLESS)
X 7-12-0025 GASKET EXTERNAL SPIRAL WOUND GASKET WITH SS316 WINDINGSX 7-12-0026 AND GRAFOIL FILLER MATERIAL WITH SS316 INNERX 7-12-0027 AND CS CENTRING RING AS PER ASME B16.20.X 7-12-0028 GASKET INTERNAL -X 7-12-0029 EXTERNAL STUDS/BOLTS/NUTS SA 193 GR.B7/SA 194 GR.4
7-12-0030 INTERNAL STUDS/BOLTS/NUTS SS 304
X 7-12-0031 SUPPORT SA 516 Gr.60/IS 2062 GR.B7-12-0032 SUPPORT BASE IS:2062 GR.B
7-12-0033 INTERNAL PARTS (WELDED) /BOLTED SA 240 Gr.304/SS 304SA 516 Gr.60/SA 333 GR.6/SA 333 GR.3
7-12-0034 INTERNAL PARTS (BOLTED) SA 240 Gr.304/SS 304-
7-12-0036 CLIPS & ATTACHMENTS (EXTERNAL) SA 516 Gr.60
X 7-12-0037 WRAPPER PLATE -X A535-000-16-46-ST-001. DEMISTER/GRID -
PAD FOR EXTERNAL ATTACHMENT SA 516 Gr.60
TRAY SUPPORT RING -
TURN BUCKLE SA 105/IS2062 GR.B
INTERNAL LADDER SA 516 Gr.60
STAIR/PLATFORM ISIS 2062 GR.B
SWAY ROD IS 2062 GR.B
* REFER SHT.4 OF 4
X XX XX XX
A 09.07.2014 JSN NK
REV DATE BY APPROVED APPROVED
IS 1893/SITE SPECTRA
NOM : 2800 STORED : 23801
1
150
(HOLD)
200
(HOLD)
80
80
SUPPORT RING AND BOLTING BAR
INLET DEFLECTOR BAFFLE
HYDROSTATIC TEST (kg/cm2g)
INSULATION THICKNESS (mm)
PRESSURE (NEW & COLD)
FIRE PROOFING (REF.NOTE-15 )
SEISMIC
LT1
LT2
TE
PT
ALL WELD METAL & HAZ FOR PROCEDURE & PRODUCTION TEST COUPONS
SHALL BE SHALL BE IMPACT TESTED AS PER TABLE A2.15 OF SA-20. IMPACT
STRENGTH SHALL MEET DESIGN CODE REQUIREMENTS.
10 ALL EQUATORIAL PETALS WELDED WITH STUB SHALL BE MOCK
ASSEMBLED AT SHOP AND ALL PETALS SHALL BE MATCH MARKED
BEFORE DESPATCH.11(A) D.P./M.P. TEST SHALL BE CARRIED OUT BOTH FROM OUTSIDE AND INSIDE
OF ALL WELDS BEFORE STRESS RELIEVING. AFTER HYDROTEST, D.P./M.P.
TEST SHALL BE CARRIED OUT FROM OUTSIDE ON ALL WELDS.
150
150
150
LEVEL TRANSMITTER(SERVO TYPE
WITH 300 NB STILL WELL)
9
MULTI POINT TEMP.ELEMENT WITH
STILL 80 NB WELL
7
FLANGE GASKET SHALL HAVE 125 AARH FINISH FOR RAISED FACE AND
63 AARH FOR RTJ.
DIMENSIONS OF FLANGES SHALL BE AS PER ANSI B16.5 UNLESS
OTHERWISE STATED.
150
ALL SR NOZZLES SHALL BE SET-IN TYPE.
200
(HOLD)1
1
1
ekdZDokfUV
Vhukfeuy
Mka;kkMwy o
fFkduSlDykl VkbZi Qsflx izksts'ku iSaM
HYDROTEST ( FIELD )
TYP. DETAILS OF WIRE MESH DEMISTER SUPPORTS
LADDER/PLATFORM CLEATS
NOZZLE ORIENTATIONS
REFERENCE DRAWINGS jsQjUl MkVk
FLANGE OF OUTLET NOZZLE SHOULD BE MIN.3000mm AWAY FROM
THE SHADOW OF SPHERE.
21
20 FEED NOZZLE SHALL BE SLOTTED PIPE FOR VAPOUR-LIQUID
DISENGAGEMENT.
PIPE SUPPORT CLEATS
FORMAT NO.3-1646-0113 REV.0 A3-420 X 297
ISSUED FOR BIDS
REVISION
NUMBER OF ITEMS : uEcj vkQ vkbZVe ONE
SHEET 1 OF 4
22
IOCL
lh4feDl@lh4,pjSfQusV@
lh4LVksjt&AfLi;j
23
24
FIRE FIGHTING FACILITIES SHALL BE CONSIDERED AS PER EIL
STANDARD. FIRE FROOFING TO PROVIDE RELIABLE PROTECTION
AGAINST FIRE FOR MINIMUM TWO HOURS FOR SHELL AND ITS
SUPPORTS INCLUDING PIPING UPTO FIRST ROV.
THE SPHERE SHALL BE SUBJECTED TO HOT (110Deg.C) CAUSTIC
WASH. A CAUSTIC CONNECTION SHALL BE PROVIDED FOR THE
PURPOSE. THE NOZZLE SHALL HAVE SPRAY RING WITH SPRAY
NOZZLES ARRANGED SUCH THAT THE ENTIRE SPHERE IS WETTED BY
THE CIRCULATION CAUSTIC TO REMOVE BUTADIEINE POLYMER
DEPOSITS FROM THE SURFACE OF SPHERE.CONCENTRATION OF
CAUSTIC WILL BE 10-15%. -HYDROTEST ( SHOP )PIPE DAVITSEISMIC
(MC)
WIND
MANUFACTURER NAME PLATE
BRACKET FOR NAME PLATE
FIRE PROOFING AND INSULATION SUPPORTS
LEVEL TRANSMITTER(RADAR TYPE
WITH 200 NB STILL WELL)
SUPPORT HEIGHT
DETAILS OF INTERNALS TRAY SUPPORT/BOLTING BARS
PIPE SUPPORT CLEATS
NOZZLE ORIENTATIONS
NOZZLE ELEVATIONS
*
TWO NOS PSV SHALL BE PROVIDED ON THE SAME NOZZLE FOR EACH
SPHERE.ONE WILL BE ON LINE & OTHER WILL BE SPARE.
SIZE OF NOZZLE : LT1, LT2, LSHH, TE & PT
SPHERE SHALL THK.INDICATED IS MINIMUM ACCEPTABLE AFTER
FORMED AND PWHT.VENDOR TO INDICATE NOMINAL THK.SELECTED
TO ACHIEVE MIN.THK.AS SHOWN ON THE DRG.
SRWN NOZZLES TO BE DESIGNED BY VENDOR.DESIGN CALCULATIONS
(OPERATING & HYDROTESTING CASE) TO BE SUBMITTED FOR EIL'S
REVIEW.DESIGN OF COMPONENTS (NOZZLES,FLANGES,BOLTINGS
ETC.) SHALL BE SUCH AS NOT TO LIMIT THE MAXIMUM ALLOWABLE
WORKING PRESSURE (NAWP) AT DESIGN CONDITIONS OR THE
NEW,COLD UNCORRODED CONDITIONS OF SPHERE SHELL.
8(B)
MATCHING FLANGE FOR SHUTDOWN ROV SHALL BE OF RTJ
TYPE.HARDNESS OF GROOVE SHALL BE 140 BHN.
18
M.P/D.P TEST SHOULD BE CONDUCTED AS PER ASME SEC VIII DIV.2.
EARTHING LUG
SUPPORTS FOR INTERNAL FEED PIPE
MANHOLE WITH DAVIT
VENDOR TO INDICATE THE SELECTED FIRE PROOFING MATERIAL,
THICKNESS & IT'S DENSITY.FIRE PROOFING SHALL BE CONSIDERED
AS PER PER EIL JOB. SPECIFICATION 6556-06-43-SP-02.
SPHERE TO HAVE AUTO OPERATED SPRAY SYSTEM WITH WATER
APPLICATION RATE OF 10.2 LPm/m2 AS PER-TAC/OISD STANDARD.
LICENSOR'S STANDARD
SEISMIC
(DB)*
TYPE
NAME PLATE FOR SMALL EQUIPMENT
HOT INSULATION SUPPORT FOR HORIZONTAL VESSEL
DETAILS OF FORGED NOZZLES16
THE STILLWELL FOR NOZZLES LT1, LT2 AND TE SHALL HAVE
VERTICALITY TO 5MM.
19
PIPE DAVIT SUPPORT FOR COLD INS. VESSELS
ALLOWABLE NOZZLE LOADS
17
15(B)
SUPPORT RING SIZES FOR PACKED TOWERS
NO
HORIZONTAL VERTICAL
EIL
PAINTING/CLEANING
ALLOY LINER DETAILS
15(A) SPHERE, SUPPORTS, TIE RODS, BASE PLATES ETC.SHALL BE
FIREPROOFED. FIREPROOFING PROVIDED SHOULD WITHSTAND THE
IMPACT OF WATER SPRAY.THE FIREPROOFING SHOULD BE ABLE TO
GIVE RELIABLE PROTECTION AGAINST FIRE FOR SPHERE AND ITS
SUPPORTS FOR ATLEAST TWO HOURS.
12 SUITABLE ARRANGEMENT SHALL BE DESIGNED BY VENDOR SO AS TO
PROVIDE UNDER EACH COLUMN SUPPORT FOR TAKING CARE OF
EXPANSION DURING PWHT.
14 SPHERE SHALL BE PROVIDED WITH INTERNAL LADDER HAVING
APPROACH FROM MANHOLE.
13
AS PER JOB SPEC.
NO
LIFTING LUG TOP HEAD TYPE
PIPE DAVIT
NOZZLE NECK UPTO 250 NB SA 350 LF 3/SA 350 LF 2 /SA 333
GR.6(SEAMLESS)/SA 333 GR.3(SEAMLESS)
YES
HOT
SHELL
REINFORCEMENT PAD
HEADS
NOZZLE FLANGES
SKIRT BASE DETAILS
SKIRT OPENING DETAILS
ANGLE LEG SUPPORT CAPACITY (M3)
WIND SPECIFICATION
CODE
ALL DIMENSIONS ARE IN MM UNLESS OTHERWISE STATED.
ALL ANCHOR BOLT HOLES TO STRADDLE N/S CENTRELINE.
DESIGN TEMPERATURE (0C)
GENERAL SPEC. FOR PRESSURE VESSELS
3
WORKING PRESSURE (kg/cm2g)
NAME PLATE
LADDER RUNGS FOR MANHOLE/DEMISTER
RETAINING PLATE
BRACKET SUPPORT FOR VERTICAL VESSEL
MANHOLE WITH HINGED COVER
PIPE LEG SUPPORT
INSPECTION BY
MATERIAL OF CONSTRUCTION eSfVfj;y vkQ dUlVD'ku) (AS PER ASME / IS OR EQUIVALENT)
8.437 AT TOP
NOZZLE NECK ABOVE 250 NB
INTERNAL FLANGES
VORTEX BREAKERS
STANDARD BOLT HOLE ORIENTATION
NOZZLE REINFORCEMENT AND PROJECTION
SIGHT GLASSES FOR PRESSURE VESSELS
PAD NOZZLES FOR VESSELS
PROJECTION
NOTE-4SERVICE
WOODEN PILLOWS FOR SADDLE SUPPORT
SPHERE TOLERANCES
THE INDICATED THICKNESS IS THE MINIMUM ACCEPTABLE AFTER
CONSTRUCTION.
SUPPORT FOR HORIZONTAL VESSEL
PAD
W x T
lfoZl
5
6
SUPP. SPEC. FOR SPHERICAL VESSELS
C4MIX/C4RAFFINATE/C4H
INT 5.9 AT SPHERE TOPDESIGN PRESSURE (kg/cm2g)
WORKING TEMPERATURE (0C)
MDMT (0C)
OPERATING MEDIUM
CORROSION ALLLOWANCE (MM)
TYPE OF HEAD
JOINT EFFICIENCY
RADIOGRAPHY
POST WELD HEAT TREATMENT
HEAT TREATMENT
FOR NOZZLES ON HEAD PROJECTIONS ARE REFERRED FROM HEAD T.L
TO FLANGE CONTACT FACE.
YES (COMPLETE VESSEL)
4 (A)
AS PER CODE/ SPEC.
IS 875(47m/SEC)
(INTERNAL)1.5
-
JOB SPEC. FOR SHOP & FIELD PAINTING
SUPP. SPEC. FOR BQCS PLATE
JOB SPEC.FOR FIREPROOFING
NORTH DIRECTION WHEREVER SHOWN IS WITH RESPECT TO PLAN
VIEW.
SP. GRAVITY (Kg/m3) FLASH POINT < 23
0C
ITEM NO.: 68-TS-008C
TO ACCOMODATE THE BURNER FOR PWHT,SUITABLE SRWN NOZZLE
AND REDUCER AT THE BOTTOM OF THE SPHERE TO BE DESIGNED BY
VENDOR, CONNECTING THE OUTLET PIPE. THE DESIGN CALCULATIONS
TO BE SUBMITTED FOR EIL'S REVIEW.
STATUTORY REGULATIONS LVSpqvjh jsxqys'kUl
32,90,000
GENERAL NOTES (tujy uksV~l SPECIFICATIONS LisflfQds'lUlDENOTES APPLICABLITY
4(B)
UNLESS STATED OTHER WISE
STANDARDS LVS.MlZ
DESIGN DATA fMtkbu MkVkASME SEC. VIII DIV.2 & OISD-144 (LATEST)
15-43
(-)7.0/(+)110
(-)7
INT 1.2-4.0
STD. SPEC.FOR FIREPROOFING OF HYDROCARBON STORAGE VESSELS
STD. SPEC. FOR STRUCTRAL QUALITY PLATES
FOR NOZZLES ON SHELL PROJECTIONS ARE REFERRED FROM VESSEL
CENTER LINE TO FLANGE CONTACT FACE.
CHECKEDHkkjr ljdkj dk midze68&Vh,l&008lhRGC4MIX/C4RAFFINATE/C4H STORAGEPLANT :
JOB NO: ENGINEERS INDIA LIMITED
CLIENT : (A Govt. OF India Undertaking)
bathfu;lZ bafM;k fyfeVsM
LT80 LEVEL TRANSMITTER(RADAR TYPE
WITH 200 NB STILL WELL)
@@ BY VENDOR
ERECTION
APPROXIMATE WEIGHT (kgs) (PER ITEM)
S.R NOZZLE NECK
480,000 19,15,000
PESO
OPERATINGLADDER/PLATFORM CLEATS
SA 350 LF 2 /SA 350 LF 3
SA 350 LF 2 /SA 350 LF 3
SHELL FLANGES -
INDIAN BOILER REGULATIONS (IBR)
SA 516 Gr.60
-
-
REVDRAWING NUMBER Mkbax uEcjoSly fMtkbu MkVk
C4 MIX/C4H RAFFINATE/C4H
STORAGE SPHERE
VESSEL DESIGN DATAA535 UNIT 68
AA535-000-16-46-DS-3002
The d
raw
ing,
desig
n a
nd d
eta
ils g
iven b
elo
w o
n t
his
form
at
are
the p
ropert
y o
f EN
GIN
EER
S I
ND
IA L
IMIT
ED
. They a
re m
ere
ly loaned o
n t
he b
orr
ow
er'
s e
xpre
ss a
gre
em
ent
that
they w
ill not
be r
epro
duced,
copie
d,
exhib
ited,
or
used,
except
in t
he lim
ited w
ay
perm
itte
d b
y w
ritt
en c
onsent
giv
en b
y t
he lender
to t
he b
orr
ow
er
for
the inte
nded u
se.
NOZZLES AND CONNECTIONS uksty o duSD'ku
*
*
*
*
LICENSOR'S SPECIFICATION
MARK QTY NOM. DIA SCH./THK.FLANGES
FIL
E N
AM
E :
X
FOUNDATION LOADING DATA (OPERATING CONDITION)
MAX. SHEAR FORCE AT BASE (H)
(kg)
MAX MOMENT AT BASE (M)
(kgm)
HOLD UPS gksYM vIl
X
X
X
Page 3417 of 3574
VESSEL DESIGN DATA
Fa=AXIAL FORCE
Mt=TANGENTIAL MOMENT
LOADS ON ANY PEDESTAL FOR OPERATING CONDITION.LOAD CASE : SEISMIC PARALLEL TO ONE DIAGONAL
SL.No. Fa (MT) Fr (MT)
206.907
69.906
94.710
90.772
Ft (MT) Mr (MTM) Mt (MTM)
72.793
13.863
16.258
16.179
10.095
13.973
0.00
29.721
.000
34.981
35.140
.000
43.866
.000
59.263
55.743
106.648
87.377
107.333
36.570
64.312
1.
2.
3.
4.
5.
LOADS ON ANY PEDESTAL FOR OPERATING CONDITION.LOAD CASE : SEISMIC PARALLEL TO ONE SIDE
SL.No. Fa (MT) Fr (MT)
205.203
70.835
95.162
91.300
Ft (MT) Mr (MTM) Mt (MTM)
73.666
13.671
16.021
15.943
9.975
13.780
.000
29.150
.000
34.309
34.465
.000
43.022
.000
58.125
54.672
105.247
86.348
105.919
36.516
63.726
1.
2.
3.
4.
5.
LOADS ON ANY PEDESTAL FOR ERECTION CONDITIONLOAD CASE : WIND PARALLEL TO ONE DIAGONAL
SL.No. Fa (MT) Fr (MT)
34.197
23.715
33.987
25.827
Ft (MT) Mr (MTM) Mt (MTM)
24.289
0.690
1.031
1.022
0.431
0.820
0.559
2.276
.000
2.741
2.749
4.526
5.253
.000
6.432
6.082
5.107
5.253
7.428
0.198
2.997
1.
2.
3.
4.
5.
LOADS ON ANY PEDESTAL FOR TEST CONDITION.LOAD CASE : WIND PARALLEL TO ONE DIAGONAL
SL.No. Fa (MT) Fr (MT)
204.865
203.410
204.865
204.137
Ft (MT) Mr (MTM) Mt (MTM)
204.865
1.698
1.263
.000
.000
0.435
.000
.000
.000
3.158
.000
14.324
14.324
14.324
11.166
14.324
1.
2.
3.
4.
5.
.000 .000
LOADS FOR DEIGN OF SUPPORT-PIPE FOUNDATION
ERECTION
COMP.FORCE-KG.
TEST
HORIZONTAL.FORCE-KG.
MOMENT-KG.MM
OPERATION
WITHOUT WIND / SEISMIC LOAD
TABLE-1 :
TABLE-2 :
TABLE-3 :
TABLE-4 :
TABLE-5 :
LEGENDS :-
Mr= RADIAL MOMENT
Ft TANGENTIAL SHEARFr=RADIAL SHEAR;
SYSTEM SHEAR (MT) : 27.83SYSTEM MOMENT (MTM) : 403.47
SYSTEM SHEAR (MT) : 6.96SYSTEM MOMENT (MTM) : 100.87
SYSTEM SHEAR (MT) : 367.97SYSTEM MOMENT (MTM) : 5335.58
SYSTEM SHEAR (MT) : 360.90SYSTEM MOMENT (MTM) : 5233.06
C4H STORAGE SPHEREITEM NO.68-TS-008C
1.698
1.698
1.698
Page
341
8 of
357
4
2 NOS.100mm x 25 WIDE
8" N.B. SCH. 80
3NOS. 50 WIDEX12THK.STIFFENERS @ 120
DEG.
APART
LT1
???????????????????????
8" N.B L.R
90 ELBOW
3" NB SCH 160
EQUISPACED(SS 304)
3NOS. M-16 BOLTS X 6" N.B. SCH. 40
UNPERFORATED PIPE
12 THK END PLT
SLOT DIAMETRICALLY OPPOSITE
SCH 80
1/2"BSP THREADED HOLE
80 NB 150# WN RF
FLG.WITH BLIND FLG.
PIPE
120LG.WITH 2NUTS
EQUISPACED(SS 304)
3NOS. M-16 BOLTS X 120LG.WITH 2NUTS
12" N.B. 14THK
3NOS. 50 WIDEX12THK.?????????????????APART
16" N.B. SCH.40PIPE
3NOS. 50 WIDEX12THK.?????????????????APART
PIPE
???????????EQUISPACED FORM-10 X120LG.STUDS WITH TWO NUTS
EQUISPACED(SS 304)
3NOS. M-16 BOLTS X 120LG.WITH 2NUTS
SUITABLE SRWN NOZZLEAND REDUCER BY VENDOR
(HOLD)(HOLD) (HOLD)
VESSEL DESIGN DATA
C4H STORAGE SPHEREITEM NO.68-TS-008C
Page
341
9 of
357
4
VORTEX
BREAKER(TYPE-2A)
ANCHOR BOLTS / COLUMN.
CO
LUM
N S
UP
PO
RT
OF SPHERE
AND SUITABLY ORIENTEDGUSSETS, EQUISPACED400 HIGH X 14 THK.
12500
4000
16-N
0S. 7
50 O
.D. x
24
THK
.
100 DIA. TIE ROD AT ROOT
L.R. ELBOW
(SEE SLOT DETAIL)
TURN BUCKLE TO SUIT
17300 P. C. D.
4 NOS. SLOTS FOR M-52
1350
200
110
3200
ROLLER WILL BE INSERTEDIN BETWEEN THESE TWO PLATESDURING S.R & LEFT IN POSITION
MA
TL. I
S-2
062
GR
.B
1250
0 (H
OLD
)
REF. DETAIL-X
INTERNAL LADDER
(F.G.L. 40500)
ELEV . 23500
??????
9500
FR
OM
C O
F S
PH
ER
E T
O F
LG. F
AC
E
???
520 520
520
520
50 THK PAD(SA 516 Gr. 60 )
12 NOS. 4000x1700
1350 SQx72mmSQUARE BASE PLATE
EIL STD.7-12-0019
(HOLD)
REFER NOTE-26
VESSEL DESIGN DATA
C4H STORAGE SPHEREITEM NO.68-TS-008C
FLANGE FACE SHALLBE VERTICAL
(HOLD)
45 TOP & BOTTOM CROWN(PLATE WIDTH SUITABLE FOR
ACCOMODATE ALL NOZZLE)*
ALTERNATIVELY MOLYCOAT CAN BEUSED.
Page
342
0 of
357
4