14. Data sheets.pdf

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)


-

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


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

:

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7

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7

0

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)

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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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


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


@@ 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


205.203

70.835

95.162

91.300


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


34.197

23.715

33.987

25.827


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


204.865

203.410

204.865

204.137


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




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


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


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

14. Data sheets.pdf

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