Amine_Contactor

7/25/2019 Amine_Contactor

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C 18/12/2014 Issued for Approval M.B J.E.L. A.V.G.

B 22/10/2014 Issued for Approval M.B J.E.L. A.V.G.

A 01/09/2014 Issued for Approval F.T. J.E.L. A.V.G.

Rev Date Description Prepared By Checked By Approved By

CONTRACTOR REQUISITION No: 9451Y-000-SR-4110-001

CONTRACTOR Doc. Code (AS PER SR PART II): A1001

ITEM NAME: Amine Contactor 576-PU/V-2674/1

PURCHASE ORDER No: 9456D-000-PO-4110-01-506

COMPANY Requisition No. AD197-473-G-02151

COMPANY Manual No. AD197-473-G-02097

Data Sheet for

Amine Contactor

576-PU/V-2674/1

VENDOR NAME: COMART

TAG No.: 576-PU/V-2674/1

VENDOR Document No. 14C040F03-2674-VVV-5V107

UMM LULU PHASE II FULL FIELD DEVELOPMENTPROJECT PACKAGE 2 - UMM LULU SUPER COMPLEXAND SUBSEA COMPOSITE POWER CABLES


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1 MANUFACTURER TBA SERVICE

2 QUANTITY 1 LOCATION

3 HORIZONTAL VERTICAL EQUIPMENT TAG

4

5 CODE FLUID COMPOSITION WET SOUR GAS / LEAN AMINE

6 HEAD TYPE FLOW RATE SOURGAS/LEANAMINE 34482 / 56094 kg/h

7 TOTAL LENGTH (TAN-TAN) mm OPERATING PRESSURE 45,4 barg

8 LENGTH BOTTOM PART (TAN-TAN) mm OPERATING TEMPERATURE 39.9-77.9 C

9 LENGTH UPPER PART (TAN-TAN) mm AMINE OP. LL(FROM B.T.L.) 800 mm

10 INTERNAL DIAMETER BOTTOM PART (F) mm AMINE VOLUME AT NLL (from bottom of vessel) 3.56 m

11 INTERNAL DIAMETER UPPER PART (F) mm HC OPERATING LIQ.LEVEL(from bucket bottom) - mm

12 CONICAL TRANSITION Toriconical type 45/length 425mm HC VOLUME AT NLL - m

13 SHELL THICKNESS BOTTOM/TOP (83) mm LIQUID DENSITY LEAN AMINE 1019 kg/m3

14 HEAD THICKNESS BOTTOM/TOP (83) mm PRESSURE DROP 0.3 bar

15 CLADDING THICKNESS (29-33) MAWP by manufacturer

16 DESIGN PRESSURE barg

17 FULL VACUUM DESIGN YES FV@ 150C

18 DESIGN MAX TEMP. 104 C

19 DESIGN MIN TEMP (MDMT) -28 (HOLD) C

20 HYDROTEST (75) YES barg

21 SEISMIC LOAD NOT REQUIRED

22 WIND VELOCITY (20) SEE APPL. SPEC HEAD TOP

23 BLAST LOAD (76) YES HEAD BOTTOM

24 TRANSPORTATION LOAD (72) YES NO SHELL

25 EXTERNAL NOZZLE LOADS (D) YES FORGINGS SA 350 LF2 cl.1+ SS 316L Clad.

26 CORROSION ALLOWANCE mm REINFORCING PAD N.A.

27 VESSEL SUPPORT TYPE SKIRT FORGED NOZZLE NECKS SA 350 LF2 cl.1+ SS 316L CLAD

28 INSULATION THICKNESS (77) 25 (PP) 50 (HC) (77A) mm PIPE NOZZLE NECKS SA 333 GR.6smls + SS 316L CLAD

29 INSULATION SUPPORTS (77) YES FITTING NOZZLE NECKS SA 420 WPL6smls + SS 316L CLAD

B 30 FIREPROOFING YES NO FLANGES SA 350 LF2 cl.1+ SS 316L CLAD

31 LADDERS & PLATFORMS (78) YES NO BLIND FLANGES SA 350 LF2 cl.1+ SS 316L CLAD

32 LADDERS & PLATFORMS CLIPS YES NO SUPPORT SKIRT SA 516 Gr. 70N

33 PIPE SUPPORTS CLIPS YES NO TRUNNIONS & TAILING SA 516 Gr. 70N

34 LIFTING LUGS YES NO DAVIT LUG SA 516 Gr. 70N

35 EARTHING LUGS YES NO DAVIT ARM HOLD

36 MANWAY COVERS HINGED DAVIT NAMEPLATE SS 316L

37 WEIGHTS(NOTE 83) NAMEPLATE SUPPORT SA 516 Gr. 70N

38 EMPTY (WITHOUT INTERNALS) kg EARTHING BOSS As per fig. 1 of GIS 46-020

39 OPERATING kg EXTERNAL BOLTS/NUTS SA 320 L7M/SA 194 Gr.7M

40 HYDROTEST kg INTERNAL BOLTS/NUTS SA 193 B8MA/SA 194 B8MA

41 ESTIMATED WEIGHT OF THE INTERNALS kg EXTERNAL GASKET 316SS OCTOGONAL RING (TYPE R)

42 CAPACITY 15.6 m INTERNAL GASKET N.A.

43 FABRICATION & INSPECTION INTERNAL SUPPORT CLIPS DIRECTLY WELDED ON SHELL SS 316L

44 MATERIAL CERTIFICATE REQUIREMENT (24) ACC. EN 10204 - 3.2 EXTERNAL SUPPORT CLIPS DIRECTLY WELDED ON SHELL SA 516 Gr. 70N

45 POSTWELD HEAT TREATEMENT (9) YES ANCHOR BOLT ASTM A 325M46 MATERIAL IMPACT TESTS SEE APPL. STD / AS PER CODE INTERNALS (FREE ISSUED BY COMART TO MANUFACTURER)

47 WELD TEST COUPONS (8) SEE APPL. STD / AS PER CODE VALVE TRAYS SA 240 316L

48 RADIOGRAPHY FULL JOINT EFFICIENCY=1 GAS INLET DEVICE (N1) (Schoepentoeter) SA 240 316L

49 MAGNAFLUX TEST SEE APPL. STD / AS PER CODE MIST ELIMINATOR (N1) SA 240 316L

50 DYE PENETRANT SEE APPL. STD / AS PER CODE INTERNALS (SUPPLY BY FABRICATOR)

51 ULTRASONIC SEE APPL. STD / AS PER CODE INTERNAL BUCKET FOR HYDROCARBON SKIMMING SA 240 316L

52 ASME CODE STAMP REQUIREMENT YES NO SUPPORTS FOR ALL ABOVE MENTIONED INTERNALS SA 240 316L

53 LETHAL SERVICE (60 - 71) YES NO COLLECTOR PIPE SA 312 316L

54 HIC TEST NACE TM0284 / NACE TM0177 (79) YES NO SA 276 316L

55 ALTERNATIVE TO HIC TEST (79) YES NO

56 POSITIVE MATERIAL IDENTIFICATION (12) YES NO

57 NACE MR.01-75 / ISO 15156 edition 2003 YES NO SURFACE PREPARATION SA 2,5 ISO 8501-1

58 SOUR SERVICE (51 - 59) YES NO PAINTING CYCLE (CS) PSN 340

59 PAINTING (14) YES NO TOP COLOUR TBA

60 TEMPORARY SADDLE FOR TRANSPORT YES NO

61 PICKLING AND PASSIVATION FOR SS YES

62 CRITICALITY RATING (81) 3

63 INSPECTION AND TESTING AS PER ITP

64

20500

700

25520

36100

AMINE CONTACTOR

2:1 ELLIPTICAL

MATERIALS

576-PU/V-2674/1

SA 516 Gr.70N + SS 316L CLAD / OVERLAY


AMINE CONTACTOR

MECHANICAL DATA SHEETSheet 2 of 7

DESIGN DATA OPERATING CONDITIONS

ASME VIII Div.1 2013 Edition(+ Project Spec. AD197-473-G-02000)

10800


UMM LULU FULL FIELD DEVELOPMENT PROJECT, PACKAGE -2

0

1350

52

9025

1150

3mm SS 316L

2000

40+3/24+3

40+3/24+3

NO

MISCELLANEA

(100% BUT T

WELDS)

C

C C

C

C

C

C

C

C

C

C

C

C

C

C

C

C


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1

2

3 SERVICE

4 GAS INLET(with inlet device, Schoepentoeter)

5 LEAN AMINE INLET

6 GAS OUTLET

7 HC SKIMMING (with collector pipe)

8 RICH AMINE OUTLET

9 PSV

10 UTILITY CONNECTION

11 VENT

12 DRAIN

13

14

15 SKIRT ACCESS

16 SKIRT OPENING

17 SKIRT VENT

18

19

20 PRESSURE TRANSMITTER



23 LEVEL TRANSMITTER

24 LEVEL TRANSMITTER

25 LEVEL GAUGE

26 LEVEL GAUGE

27 TEMPERATURE INDICATOR

28 PRESSURE INDICATOR

29

30

31

32 MANWAY

33 MANWAY

34 MANWAY

35

36

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38

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40

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46 1 WELDED INTERNALS

47 2 WELDED EXTERNAL ATTACHMENTS FOR PLATFORMS, LADDERS, PIPING CLIPS

48 3 FOUNDATION BOLTS DESIGN AND SUPPLY

49 4 DETAIL DESIGN OF EXTERNAL LADDERS AND PLATFORMS BASED ON INPUT BY COMART, SUPPLY IS EXCLUDED

50 5 SUPPORTS FOR HEAT INSULATION

51 6 ALL LIFTING/TAILING LUGS

52 7 NITROGEN FILLING PRIOR TO SHIPMENT

53 8 LIQUID VORTEX BREAKER

54 9 INTERNAL BUCKET FOR HYDROCARBON SKIMMING

55

56

57 1 VALVE TRAYS

58 2 GAS INLET DEVICE

59 3 MIST ELIMINATOR

6061

62

INCLUSIONS BY MANUFACTURER

INTERNALS FREE ISSUED BY COMART

HHLL mm 1375

RD

1

O2

O1 TBA

2"

8'' WNRTJ

600#

-

WNRTJ

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)TBA

TBA

1100

500

LLLL mm

O3

1

TBA

600# TBA

4''

mm

mm

350

HLL

600#

600#

--

SKIRT

600#2"

1

WNRTJ

mm

TBA

LIP TYPE

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

600#24" RTJTBA

TBA RTJ

LIP TYPE

LIP TYPE

RTJ

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

1

1

I1

MARK THK

MECHANICAL DATA SHEET

SIZE

Sheet

PROJECT FROM C.L.

8" WNRTJ

FACINGNo OFF

AMINE CONTACTOR

PROCESS NOZZLES

600# WNRTJ4''1

600#

TBA

7

NOZZLES

RATING

1

3

600#

of

TBA LIP TYPE

1 2"

Sa -

NOTES'(3)' (47) '(74)

TYPE

LIP TYPE

I2

D LIP TYPE

-

V

UC 2"

LIP TYPE

LIP TYPE

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

TBA NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

WNRTJ

WNRTJ NOTES'(3)' (47) '(74)LIP TYPE

-

-

WNRTJ

NOTES'(3)' (47) '(74)

LIP TYPE

NOTES'(3)' (47) '(74)LIP TYPE

WNRTJLIP TYPE NOTES'(3)' (47) '(74)

-

2"

1

LIP TYPE

LIP TYPE

TBA

LIP TYPE

WNRTJ

WNRTJ

TBA

WNRTJ

2" 600#

L1A/B

WNRTJLIP TYPE

3"

P3A/B

600#

2

2

2

L2A/B

LG1A/B

LIP TYPE

WNRTJ2

TBA

2"

TBA

TBA

Sv 1-6

TBA600#

6

So

600#

- -

-

6"

4"

2"

P2

600#

LIP TYPE600#

1

-

24"

1

MW1 1

LG2A/B 2"

1

600#

2P4

600#

MANHOLES - HANDHOLES

24"

NOTES'(3)' (47) '(74)

NOTES'(3)' (47) '(74)

TBA

600#

T 1 2"

2

MW2

800NLL

LEVEL SET(from BTL)

LLL

LIQUID LEVELS

600# TBA LIP TYPE WNRTJ

LIP TYPE

INSTRUMENT CONNECTIONS

P1A/B 3"2

1 2"

TBA WNRTJ600#

WNRTJ

1

600#

MW3

24"

NOTES'(3)' (47) '(74)

LIP TYPE WNRTJTBA2"

C

C

C

C

C

C

C

C

C

C


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SheetMECHANICAL DATA SHEET

4

AMINE CONTACTOR

of

VESSEL SKETCH

7

(hold)


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1

2 GENERAL NOTES

3 1 UNLESS OTEHRWISE NOTED ALL DIMENSIONS ARE IN MILLIMETERS.

4 2 UNLESS OTHERWISE INDICATED, ALL GIRTH FLANGES AND FLANGE CONNECTIONS BOLT HOLES MUST BE STAGGERED T O MAIN AXIS OF THE EQUIPMENT.

5 3

6 4 ALL ELEVATIONS ARE MEASURED FROM BOTTOM TANGENT LINE

7 5 ALL CARBON STEEL EXTERNAL BOLTS ARE PAINTED AS PER PROJECT SPECIFICATION

8 6 ALL EXTERNAL PARTS WELDED TO THE SHELL ARE SAME GRADE OF MATERIAL AS THE SHELL TO WHICH THEY ARE ATTACHED.

9 7 STATIC EQUIPMENT SUPPORTS SHALL BE IN ACCORDING TO AD197-473-G-02000_Rev.1 Para 6.6

10 8 WELD IS IN ACCORDANCE WITH AD197-473-G-00502_Rev.1

11 9 PWHT IS IN ACCORDANCE WITH AD197-473-G-00501_Rev.0.

12 10 IN CASE OF PWHT VESSELS, ALL NON-DESTRUCTIVE TESTING (RADIOGRAPHY, UT, DP, WFMT) SHALL BE DONE AFTER PWHT

13 11 DELETED

14 12 PMI IS IN ACCORDANCE WITH AD197-473-G-00503_Rev.0

15 13 THE TOLERANCES OF EQUIPMENT ARE IN ACCORDANCE WITH;

16 A. GIS 46-010, 7.1.5 and 8.1.h

17 B. GIS 46-020, Annex Y

18 C. GIS 46-040, 5.10

19 14 PAINTING IN ACCORDANCE WITH AD197-473-G-02344_Rev.0

20 15 GASKETS USED FOR HYDROTEST SHALL BE SAME GRADE/QUALITY/SPECIFICATION WITH THE SERVICE GASKET. GASKETS SHALL BE REPLACED AFTER HYDROTEST

21 16 THE HYDROSTATIC TEST IS MAINTAINED AT LEAST 20, BUT NOT EXCEED 50. AS PER GIS 46-010, Para . 9.5 WATER SHALL NOT CONTAIN MORE THAN 10PPM SUSPENDED SOLIDS.

22 THE CHLORIDE CONTENT OF THE TEST WATER FOR AUSTENITIC STAINLESS STEEL IS NOT EXCEED 30 ppm AS PER SP-1021, Para. 5.5.

23 17 EQUIPMENT IS INTERNALLY DRIED, CLEANED AND HERMETICALLY SEALED BEFORE SHIPPING.

24 18 FLANGED OPENINGS ARE PROTECTED WITH METAL, NOT PLASTIC, COVER PLATES. COVERS ARE A MINIMUM OF 6MM THICK AND ARE INSTALLED WITH A FULL-WIDTH GASKET USING A MINIMUM OF

25 4 PCS OF FULL DIAMETER BOLTS/NUTS. THE COVER AND FLANGE ARE TAPED FOR WATERPROOF PROTECTION AS PER AD197-473-G-02002, Para. 6.8.5.

26 19 HEADS SHALL BE OF ONE PIECE OF CONSTRUCTION.

27 20 WIND CONDITIONS AS PER PROJECT SPECIFICATION AD197-473-G-02000 para. 6.4.1

28 DELETED

29 DELETED

30 DELETED

31 DELETED

32 DELETED

33 DELETED

34 DELETED

35 21 FOR VERTICAL STATIC EQUIPMENT, THE MAXIMUM DEFLECTION AT THE TOP SHALL NOT EXCEED 1/200 OF THE TOTAL STATIC EQUIPMENT HEIGHT.

36 THE VESSEL MANUFACTURER SHALL CHECK THE STATIC DEFLECTION AND STRESSES INDUCED UNDER FULL WIND LOADING IN BOTH, THE OPERATION AND SHUTDOWN CASES.

37 22 AFTER DESIGNING THE EQUIPMENT AS A STATIC STRUCTURE, THOSE WITH OVERALL HEIGHT TO DIAMETER RATIO EXCEEDING 10 SHALL BE INVESTIGATED FOR WIND INDUCED VIBRATIONS (WIV)

38 OR DYNAMIC BEHAVIOUR UNDER WIND LOADING CONDITIONS. THE DAMPING COEFFICIENT OF 0.01 SHALL BE USED FOR THIS ANALYSIS FOR ALL CONDITIONS.

39 23 DESIGN FOR SEISMIC LOADING IS NOT REQUIRED

40 24 MATERIAL CERTIFICATION:

41 - PRESSURE PARTS (PLATES, PIPES, FITTINGS, FORGINGS, FLANGES,HEAT EXCHANGER TUBES, FINNED TUBES, PLUGS ETC) OF PRESSURE VESSELS AND HEAT EXCHANGERS

42 (INCLUDING AIR COOLERS, PLATE EXCHANGERS, SHELL AND TUBE) ARE AS PER AD197473G02002 clause 6.1.7.4 - CERTIFICATION AS PER BS EN 10204/ISO 10474: 3.2.

43 VENDOR TO APPOINT THIRD PARTY (BV/GL/DNV/LLOYDS/ABS/TUV/VELOSI )

44 - NON PRESSURE PARTS OF PRESSURE VESSEL AND HEAT EXCHANGERS (THIS INCLUDES INTERNALS AND EXTERNALS & SUPPORTS, CLEATS, BASE PLATES, PIPE SUPPORT CLEATS,

45 PLATFORM SUPPORT CLEATS, WRAPPER PLATES, SADDLE WEBS, SUPPORT FRAME FOR AIR COOLERS, PLENUM FOR AIR COOLERS, BASE PLATES, ANODES INSIDE THE VESSELS ETC) -

46 ARE AS PER AD197473G02002 CLAUSE 6.1.7.4 - CERTIFICATION AS PER BS EN 10204/ISO 10474: 3.1

47 - PRESSURE PARTS FASTENERS OF PRESSURE VESSELS AND HEAT EXCHANGERS (INCLUDING AIR COOLERS, PLATE EXCHANGERS, SHELL AND TUBE), A193/A194, A320/A194, 9925 ETC -

48 CP-102 PAGE 15, SECTION 4.11 - CERTIFICATION AS PER BS EN 10204/ISO 10474: 3.1. ALL EXTERNAL GASKETS SHALL BE TO 3.1 CERTIFICATION.

49 25 DESIGN CONDITION: FULL VACUUM AT 150C.

50 26 PRESSURE VESSELS SHALL BE CODE STAMPED.

51 27 THIS EQUIPMENT SHALL BE ASME CODE STAMPED FOR "LETHAL SERVICE"

52 28 ALL EQUIPMENT SHALL BE SUITABLE FOR OFFSHORE INSTALLATION

53 CLADDING

54 29 CLAD STEEL WHICH IS EITHER EXPLOSION BONDED OR ROLL BONDED ARE ACCEPTABLE FOR SHELL AND HEAD COMPONENTS. WELD OVERLAY SURFACING IS ACCEPTABLE

55 FOR THICK SECTIONS SUCH AS TUBE SHEETS OR TO REPLACE STRIPPED-BACK CLADDING WITH ALLOY STEEL WELD METAL.

56 30 FOR MANUFACTURING NOZZLES, WELD OVERLAID CONSTRUCTION IS ACCEPTABLE OR INTEGRALLY CLAD PLATES SHALL BE USED.

57 31 UNLESS NOTED OTHERWISE, ALL CARBON STEEL PLATES WITH ALLOY CLADDING SHALL BE ULTRASONICALLY EXAMINED (100%SCANNING)PER SA-578, LEVEL C AND QUALITY LEVEL (CLASS-1)

58 REQUIREMENTS TO VERIFY THE INTEGRITY OF CLAD BOND WITH THE BACKING STEEL. ALL ALLOY OVERLAYS SHALL BE 100% LIQUID PENETRANT EXAMINED.

59 32 REQUIREMENTS FOR CLADDED EQUIPMENTS AS PER THE WELDING SPECIFICATIONAD197-473-G-00502 AND BP PRESSURE VESSEL SPECIFICATIONS ANNEXURE C OF GIS 46-010

60 AND BP GIS 18-013 IN ADDITION TO OTHER BP WELDING SPECIFICATIONS

61 33 REQUIREMENT WITH REGARD TO WELD OVERLAY SHALL BE A MINIMUM OF 5 MM THICKNESS WITH A GUARANTEED UNDILUTED CHEMISTRY TO A

62 DEPTH OF 3 MM FROM THE SURFACE AFTER FINAL MACHINING AS PER C.8.1 OF GIS 46-010.

Sheet 5 of

NOTES

AMINE CONTACTOR

MECHANICAL DATA SHEET7

UNLESS OTHERWISE INDICATED NOZZLE PROJECTIONS ARE MEASURED FROM EQUIPMENT CENTERLINE TO CONTACT FLANGE FACINGS.

C

C

C

C


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1

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3 MANHOLE, NOZZLE, FLANGE, GASKET ETC.

4 34 ALL PROCESS NOZZLES SHALL BE CAPABLE OF TAKING EXTERNAL PIPING LOADS. VENDOR SHALL INDICATE MAXIMUM PERMISSIBLE NOZZLE LOADS AND MOMENTS FOR ALL SUCH NOZZLES.

5 35 ALL INTERNAL BOLTED ATTACHMENTS SHALL BE SECURED WITH DOUBLE NUTS SYSTEM (NUT & LOCKNUT)

6 36 ALL INSIDE EDGES OF NOZZLES AND CONNECTIONS, WHETHER FLUSH OR EXTENDED, SHALL BE ROUNDED OFF TO A MINIMUM RADIUS OF 3MM.

7 37 THE MINIMUM NOZZLE DIAMETER PERMITTED SHALL BE 2 NOMINAL (NPS), SCHEDULE 160 OR ALTERNATIVELY, 2 INCH LONG WELD NECK TYPE.

8 38 THE MINIMUM RATING OF 300# SHALL BE USED FOR NOZZLE FLANGES FOR THE FOLLOWING:

9 FOR 2 INCH AND 3 INCH NOZZLES FOR ALL SERVICE

10 FOR ALL SIZES OF INSTRUMENT NOZZLES.

11 FOR ALL SIZES OF NOZZLES FOR EQUIPMENT IN LETHAL SERVICE.

12 39 UNLESS OTHERWISE SPECIFIED ON MECHANICAL DATASHEET ALL NOZZLES SHALL HAVE WELD NECK TYPE FLANGES

13 40 NOZZLE FLANGES UP TO THE SIZE OF 24 INCH NPS AS PER ASME B 16.5. NOZZLE FLANGES LARGER THAN 24 INCH NPS SHALL BE AS PER ASME B 16.47 SERIES A.

14 41 FLANGE FACING SHALL BE RING TYPE JOINT (RTJ) FOR VESSEL IN LETHAL SERVICE.

15 DELETED

16 42 THE FINISH OF THE GASKET CONTACT SURFACE OF FLANGE FACINGS SHALL CONFORM TO ASME B16.5 OR ASME B16.47 AS APPLICABLE.

17 43 UNLESS NOTED OTHERWISE, THE FLANGE GASKET SEATING FACE SHALL BE AS PER AD197-473-G-02000 para .6.8.8

18 44 THE MINIMUM NECK THICKNESS FOR ALL NOZZLE SIZES SHALL BE IN ACCORDANCE WITH GIS 46-010, AA 7.1 ( b )

19 45 NOZZLE REINFORCEMENT SHALL BE IN ACCORDANCE WITH GIS 46-010, PARAGRAPH 7.6.1 (e) AND 7.6.2. HOWEVER, FOR EQUIPMENT FOR LETHAL SERVICE AS IDENTIFIED IN LETHAL SERVICE,

20 REQUIREMENTS SPECIFIED IN DATASHEET AND PARAGRAPH 6.5.6.1 OF AD-197-473-G-02002 SHALL BE MET.

21 46 SOCKET WELDED, PAD TYPE, BUILT TYPE AND SCREWED NOZZLES ARE NOT PERMITTED.

22 47 PROJECTION OF FLANGED NOZZLES SHALL PERMIT REMOVAL OF BOLTING FROM EITHER SIDE WITHOUT REMOVAL OF INSULATION

23 48 THE MINIMUM SPACING BETWEEN WELDS SHALL BE AS PER ADMA OPCO CP 108

24 49 ALL NOZZLES TO SHELL OR HEAD WELDS SHALL BE FULL PENETRATION WELDS

25 50 ALL NOZZLES SHALL BE SET IN TYPE

26 SOUR SERVICE REQUIREMENTS

27 51 EQUIPMENT OPERATING UNDER WET SOUR SERVICE SHALL COMPLY WITH THE REQUIREMENTS LISTED IN:

28 - PROJECT SPECIFICATION FOR MATERIALS FOR SOUR SERVICE - AD197-473-G-02352;

29 - ADMA OPCO SPECIFICATION SP-1000;

30 - BP SPECIFICATION GP 36-25;

31 - NACE MR-0175/ ISO 15156.

32 52 DELETED

33 DELETED

34 DELETED

35 53 THE PRESSURE RETAINING WELD SEAMS SHALL BE MAINTAINED AWAY FROM APPURTENANCES FROM EXTERNAL AND INTERNAL APPURTENANCES TO ALLOW FULL ACCESSIBILITY IN ORDER TO MONITOR

36 THEIR INTEGRITY BY NDE IN THE FIELD.

37 54 THE CARBON, CARBON MANGANESE AND LOW ALLOY STEEL PLATES SHALL MEET THE REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MATERIALS FOR SOUR SERVICE AD197-473-G-02352.

38 55 INTERNAL CLEAT ATTACHMENTS, INTERNAL SUPPORT RINGS & OTHER INTERNALS WELDED TO THE VESSEL SHALL BE PROVIDED WITH FULL PENETRATION WELDS.

39 56 EXTERNAL BOLTING SHALL COMPLY WITH SOUR SERVICE REQUIREMENTS REGARDLESS OF VESSEL BEING INSULATED OR NOT.

40 57 CARBON CONTENT FOR CARBON STEELS, EXCEPT HIC TESTED MATERIAL, ARE NOT EXCEED 0.20%. THE CARBON EQUIVALENT (CE = C+Mn/6 + (Cr+Mo+V)/5 + (Cu+Ni)/15) IS NOT EXCEED 0.43%

41 AS PER GIS 46-010, Para. A.6.1.3.3.

42 58 DELETED

43

44 59 THROUGH-THICKNESS TENSILE TEST SHALL BE PERFORMED AS PER AD197-473-G02352 & SP-1000.

45 LETHAL SERVICE REQUIREMENTS

46 60 EQUIPMENT OPERATING UNDER LETHAL SERVICE SHALL COMPLY WITH THE REQUIREMENTS LISTED IN:

47 - AD197-473-G-2000-R1 and AD197-473-G-2002-R0

48 - ASME Code UW-2(a)

49 61 LEAK TEST OR VISUAL INSPECTION AFTER HYDRO TEST SHALL NOT BE WAIVED. VISUAL INSPECTION OF JOINTS & CONNECTIONS FOR LEAK SHALL BE CARRIED OUT DURING HYDRO TEST. NO INTERNAL

50 OR EXTERNAL PRESSURE PARTS SHALL BE PAINTED PRIOR TO HYDRO TEST.

51 62 ALL BUTT WELDED JOINTS (CATEGORY A, B, C AND D) SHALL BE 100 % RADIOGRAPHED AFTER POST WELD HEAT TREATMENT.

52 ALL (CATEGORY A, B, C AND D) JOINTS SHALL BE OF BUTT WELDED TYPE NO. 1 OF TABLE UW-12.

53 63 VESSELS FABRICATED OF CARBON OR LOW ALLOY STEEL SHALL BE POST WELD HEAT TREATED.

54 64 ALL NOZZLES SHALL BE INTEGRALLY REINFORCED.

55 65 THE NOZZLE TO SHELL OR HEAD JOINT SHALL BE READILY RADIOGRAPHABLE AS PER ASME CODE FIG UW 16.1 ((f-1), (f- 2) or (f-4) FOR DIVISION 1 VESSELS.

56 DELETED

AMINE CONTACTOR

MECHANICAL DATA SHEETSheet 6 of 7

NOTES

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3 66 CARBON STEEL MATERIALS SA 36 OR SA 283 GR C SHALL NOT BE USED FOR PRESSURE PARTS.

4 67 SLIP ON FLANGES ARE NOT ALLOWED.

5 68 HUB TYPE FLANGES SHALL BE OF BUTT WELDED CONSTRUCTION.

6 69 RIGIDITY INDEX (J) OF 0.85 SHALL BE USED IN THE DESIGN OF NON STANDARD FLANGE.

7 70 RING TYPE JOINT (RTJ) WITH 300 # RATING SHALL BE USED FOR NOZZLES FLANGES AS A MINIMUM.

8 71 ALL PLATES SHALL BE ULTRASONICALLY EXAMINED USING 100 % SCANNING IRRESPECTIVE OF THE THICKNESS OF THE PLATE.

9 GENERAL NOTES

10 72 THE TRANSPORTATION LOADS SHALL BE ACCORDING TO AD197-473-G-02000_Rev.1 Para6.10.1

11 73 THE DESIGN AND INSTALLATION OF LIFTING OR TAILING LUGS SHALL BE ACCORDING TO AD197-473-G-02000_Rev.1 Para6.10.2

12 74 MINIMUM NOZZLE PROJECTION SHALL BE IN ACCORDING TO THESE REQUIREMENTS:

13 a. Minimum projection from the outside of the vessel wall to the nozzle face shall be:

14 1. For nozzles less than or equal to DN 200 (NPS 8): 200 mm (8 inches).

15 2. For nozzles larger than DN 200 (NPS 8): 250 mm (10 inches).

16 b. The dimension from the face of the nozzle to the vessel centreline or reference line shall be rounded up to the next greater 10 mm (1/2-inch) increment.

17 c. Projection of flanged nozzles with external piping attached shall permit removal of bolting from either side without removal of insulation.

18 d. Deleted

19 e. Nozzles shall be extended sufficiently such that flanges and bolting are outside vessel insulation.

20 f. When establishing nozzle and manway projections, the following shall apply:

21 1. Clearance shall be provided for removing flange stud bolts from between the flange and vessel and for accessing flange stud nuts.

22 2. Clearance shall be provided for flange studs and nuts if nozzles penetrate insulation or platforms.

23 75 HYDROTEST AS PER PROJECT SPECIFICATION AD197-473-G-02002 Para 6.6

24 76 BLAST LOAD AS PER AD197-473-7046-RB AND "DESIGN BLAST LOADS SPECIFICATION VERIFICATION SHEET" PROVIDED BY COMART

25 77 FOR INSULATION AND INSULATION SUPPORTS SEE AD197-473-G-02958, AD197-473-G-02002 para. 6.2.7.1 and SP-1028

26 77A UPTO LEVEL +350 FROM BTL, PP INSULATIONTO BE INSTALLED; FROM LEVEL +350 UPWARD (TILL TOP OF VESSEL) HC INSULATION.

27 78 Ladders and platforms are provided by COMART and not by vessel manufacturer

28 79 HIC TEST (FOR BACKING CARBON STEEL PLATE) IS IN ACCORDANCE WITH SP-1000_Rev.2 - APPENDIX D and AD197-473-G-02352

29 Alternatively to HIC testing, requirements as per para. 6 of AD197-473-G-02352 (Ammendent to para. 4.2.3 of SP-1000) shall be met for backing Carbon Steel plates.

30 80 All removable internals shall be passed through manway.

31 81 As per ITP AD197-576-G-00519 Rev0

32 82 All Carbon Steel pressure parts shall be purchased in normalized condition.

33 83 Shell/head thicknesses and equipment weigths are preliminary. Equipment manufacturer will provide final values.

34

35 SPECIAL NOTES FOR PRESSURE VESSELS

36 A PRESSURE VESSELS SHALL BE DESIGNED TO COMPLY WITH THE DESIGN CODE ASME SEC VIII DIV.1 Ed 2013, BP GP 46-01, BP GIS 46-010,

37 DESIGN BASIS FOR STATIC EQUIPMENT AD197-473-G-02000,SPECIFICATION FOR PRESSURE VESSELS AD197-473-G-02002, SP-1050 MECHANICAL DESIGN CRITERIA, PART II.

38

39 B DELETED

40 C SPARE PARTS FOR CONSTRUCTION, PRE-COMMISSIONING & COMMISSIONING AS INDICATED IN SPEC. AD204-600-G-02002 Para 6.2.9

41 D ALL PROCESS NOZZLES (SHELL AND HEADS) OF PRESSURE VESSEL SHALL BE DESIGNED TO WITHSTAND NOZZLE LOADS AS PER NOZZLE LOADS

42 TABLE ATTACHED IN THE APPENDIX OF DESIGN BASIS FOR STATIC EQUIPMENT AD197-473-G-02000.

43 E NITROGEN IS USED FOR PRESERVATION DURING TRANSPORT.

44 F VESSEL INSIDE DIAMETER IS REFERRED AFTER CLADDING. VESSEL INSIDE DIAMETER FOR NOT CLADDED PARTS SHALL BE SPECIFIED BY VENDOR

45 G DELETED

46 H ALL INTERNAL PARTS SUCH AS SUPPORTS THAT ARE WELDED TO PRESSURE BEARING PARTS AND/OR TO CLADDING ARE TO BE PROVIDED BY FABRICATOR

47 I DELETED

48

49

50

51

52

53

54

55

56

57

58

59

60

61

7

NOTES

AMINE CONTACTOR

MECHANICAL DATA SHEETSheet of 7

C

C

C

C

C

C

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