Package 2_GVI Inspection Plan Topside Siri._final_Rev 1

Priority

A: High

B: M

edium

C: Low

Substructure/A

rea

Type

Descriptio

n

Vertical Location

GVI

GVI (Internal)

Special Task Descriptio

n for som

e areas

Anom

aly/Inspectio

n History

Commen

t

Pdf Side

A CRANE North crane Crane Pedestal X

Inspection up to the Slewing ring: Slewing Ring at EL 517.600

TBA TBA TBA 13-15&90-104A CRANE North crane Crane Boom Rest X TBA TBA TBAA CRANE North crane Access ways X TBA TBA TBA 13-15&90-104

A CRANE South crane Crane Pedestal X

Inspection up to the Slewing ring: Slewing Ring at EL 517.600

TBA TBA TBA 13-15&90-104A CRANE South crane Crane Boom Rest X TBA TBA TBA 13-15&90-104A CRANE South crane Access ways X TBA TBA TBA 13-15&90-104A EVACUATION STRUCTURES Exit ways Exit ways X TBA TBA TBA 8-11A EVACUATION STRUCTURES Access Stairs Access Stairs X TBA TBA TBA 8-11

A FLARE TOWER Primary Structures(Lower part of the tower) Columns, Beams, Members and Joints X

This is only intended for the lower part of the flare tower, where access is possible. Identify and report accesible areas. TBA TBA TBA 63-71

B FLARE TOWER Secondary Structures(Lower part of the tower) Walkways, Stairs, Access provisions. X

This is only intended for the lower part of the flare tower, where access is possible. Identify and report accesible areas. TBA TBA TBA 63-71

C FLARE TOWER Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders X

This is only intended for the lower part of the flare tower, where access is possible. Identify and report accesible areas.

B HELIDECK STRUCTURE Secondary Structures Walkways, Stairs X TBA TBA TBA 63-71

C HELIDECK STRUCTURE Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders X TBA TBA TBA 63-71

A HULL AREA Primary Structures Columns, Beams, Members and Joints X TBA TBA TBA 7,16,29&32-41A HULL AREA Primary Structures Beams, Members and Joints X TBA TBA TBA 7,16,29&32-41A HULL AREA Primary Structures Internal side of double bottom X TBA TBA TBA 7,16,29&32-41A HULL AREA Primary Structures Outfitting Structures X TBA TBA TBA 7,16,29&32-41

B HULL AREA Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches X TBA TBA TBA 7,16,29&32-41

C HULL AREA Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders X TBA TBA TBA 7,16,29&32-41

A HULL AREA Primary Structures Compartments X XFocus on the interphase against Jacking House and liquid filled compartments TBA TBA TBA 7,16,29&32-41

A HULL AREA Primary Structures Transverse Frames X

Area located at the Double bottom at the Hull area (inside). Please describe the accessibility to this area. Any manholes? It might be access by the leg area.

GVI info: Only where access is possible and do not represent a risk to the inspector. This might be considered confined space. This task is merely to gather information of the accessibility to the area, in order to plan a future inspection.

TBA TBA TBA 7,16,29&32-41

A HULL AREA Primary Structures Longitudinal Frames X

Area located at the Double bottom at the Hull area (inside). Please describe the accessibility to this area. Any manholes? It might be access by the leg area.

GVI info: Only where access is possible and do not represent a risk to the inspector. This might be considered confined space. This task is merely to gather information of the accessibility to the area, in order to plan a future inspection.

TBA TBA TBA 7,16,29&32-41

A HULL AREA Primary Structures Outside of double bottom X

(All Compartments) Modifications On-Going.GVI: Access from temporary deck.

111-30387.01-VT, appendix 1Visual inspection of outer bottom of Siri hullCorrosion observations 17.11.2011. The visual inspection resulted in 23 major observations which are documented in the following, theapproximate position is marked on the drawing C080-KV-SC060-N-XA-6000-03 TBA TBA TBA 7,16,29&32-41

A HULL AREA: JACK HOUSES West Jacking House Top of Jack House EL (+) 40.030 M X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking House Corners X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking House Bottom Support X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking House Spring Support X Reported some damage in some VISUAL reports (2006) TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking Pin Ring Structure X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking Pin Pins X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking Pin Main support plates X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking House Top of Jack House EL (+) 40.030 M X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking House Corners X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking House Bottom Support X Reported some damage in some VISUAL reports (2006) TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking House Spring Support X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking Pin Ring Structure X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking Pin Pins X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES South Jacking Pin Main support plates X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking House Top of Jack House EL (+) 40.030 M X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking House Corners X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking House Bottom Support X TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES West Jacking House Spring Support X Reported some damage in some VISUAL reports (2006) TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking Pin Ring Structure X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking Pin Pins X Support on two levels TBA TBA TBA 16-17, 32-41A HULL AREA: JACK HOUSES North Jacking Pin Main support plates X Support on two levels TBA TBA TBA 16-17, 32-41A LIVING QUARTERS: NORTH MODULE Primary Structure Elevation (+) 501160m Level 1 X TBA TBA TBA 7,42-62A LIVING QUARTERS: NORTH MODULE Primary Structure Elevation (+) 504360 m Level 2 X TBA TBA TBA 7,42-62A LIVING QUARTERS: NORTH MODULE Primary Structure Elevation (+) 507560m Level 3 X TBA TBA TBA 7,42-62A LIVING QUARTERS: NORTH MODULE Primary Structure Elevation (+) 510760m Level 4 X TBA TBA TBA 7,42-62A LIVING QUARTERS: NORTH MODULE Primary Structure Columns, Beams, Members and Joints X TBA TBA TBA 7,42-62A LIVING QUARTERS: NORTH MODULE Primary Structure Beams, Members and Joints X TBA TBA TBA 7,42-62

B LIVING QUARTERS: NORTH MODULE Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches X TBA TBA TBA 7,42-62

B LIVING QUARTERS: NORTH MODULE Secondary Structures Firewalls and Blast walls X TBA TBA TBA 7,42-62

Docum

ents

GVI Above Water at Siri Platform 2014 (To be performed in 2015)

Priority

A: High

B: M

edium

C: Low

Substructure/A

rea

Type

Descriptio

n

Vertical Location

GVI

GVI (Internal)


n for som

e areas

Anom

aly/Inspectio

n History

Commen

t

Pdf Side

Docum

ents

C LIVING QUARTERS: NORTH MODULE Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders X TBA TBA TBA 7,42-62

A LIVING QUARTERS : SOUTH MODULEPrimary Structure Elevation (+) 501160 Level 1 X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Elevation (+) 504360 Level 2 X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Elevation (+) 507560 Level 3 X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Elevation (+) 510760 Level 4 X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Elevation (+) 513960 Level 5 X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Columns, Beams, Members and Joints X TBA TBA TBA 7,42-62A LIVING QUARTERS : SOUTH MODULEPrimary Structure Beams, Members and Joints X TBA TBA TBA 7,42-62

B LIVING QUARTERS : SOUTH MODULESecondary Structures


B LIVING QUARTERS : SOUTH MODULESecondary Structures Firewalls and Blast walls X TBA TBA TBA 7,42-62

C LIVING QUARTERS : SOUTH MODULETertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders X TBA TBA TBA 7,42-62

B LIVING QUARTERS : SOUTH MODULERadio tower Radio tower X TBA TBA TBA 7,42-62B LIVING QUARTERS : SOUTH MODULECommunication Mast Communication Mast X TBA TBA TBA 7,42-62A PROCESS AREA : MAIN DECK Primary Structures Columns, Beams, Members and Joints 500000 X TBA TBA TBA 7,30A PROCESS AREA : MAIN DECK Primary Structures Beams, Members and Joints 500000 X TBA TBA TBA 7,30A PROCESS AREA : MAIN DECK Primary Structures double bottom 500000 X TBA TBA TBA 7,30A PROCESS AREA : MAIN DECK Primary Structures outfitting Structures 500000 X TBA TBA TBA 7,30

A PROCESS AREA : MAIN DECK Primary Structures Dropped object protections (DOP) 500000 XThis area is comprised by one level up to the start of the turbine exhaust stack C080-DONG-S-RA-0015_1.5_TBA TBA 7,30

A PROCESS AREA : MAIN DECK Primary Structures Columns, Beams, Members and Joints 500000 X TBA TBA TBA 7,30

B PROCESS AREA : MAIN DECK Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches 500000 X TBA TBA TBA 7,30

B PROCESS AREA : MAIN DECK Secondary Structures Firewalls and Blast walls 500000 X TBA TBA TBA 7,30

C PROCESS AREA : MAIN DECK Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders 500000 X TBA TBA TBA 7,30

A PROCESS AREA : WEATHER DECK Primary Structures Dropped object protections (DOP) 509500 XThis area is comprised by one level up to the start of the turbine exhaust stack C080-DONG-S-RA-0015_1.5_TBA TBA 31

A PROCESS AREA : WEATHER DECK Primary Structures Columns, Beams, Members and Joints 509500 X GVI info: approximately to EL 517500 TBA TBA TBA 31A PROCESS AREA : WEATHER DECK Primary Structures Beams, Members and Joints 509500 X GVI info: approximately to EL 517500 TBA TBA TBA 31A PROCESS AREA : WEATHER DECK Primary Structures double bottom 509500 X GVI info: approximately to EL 517500 TBA TBA TBA 31A PROCESS AREA : WEATHER DECK Primary Structures outfitting Structures 509500 X GVI info: approximately to EL 517500 TBA TBA TBA 31

B PROCESS AREA : WEATHER DECK Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches 509500 X GVI Task: approximately to EL 517500 TBA TBA TBA 31

B PROCESS AREA : WEATHER DECK Secondary Structures Firewalls and Blast walls 509500 X GVI Task: approximately to EL 517500 TBA TBA TBA 31

C PROCESS AREA : WEATHER DECK Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders 509500 X GVI Task: approximately to EL 517500 TBA TBA TBA 31

A TIE-IN NEW MODULESNorth Deck area : Primary Structure Launcher/Receiver Skid Support Structure X TBA TBA TBA 12,72-89

A TIE-IN NEW MODULESNorth Deck area : Primary Structure Columns, Beams, Members and Joints X TBA TBA TBA 12,72-89

A TIE-IN NEW MODULESNorth Deck area : Primary Structure Beams, Members and Joints X TBA TBA TBA 12,72-89

B TIE-IN NEW MODULES

North Deck area: Secondary Structures


C TIE-IN NEW MODULESNorth Deck area: Tertiary Structures

Ladders/ Caged Ladders, Handrails, Gratings and deck girders X TBA TBA TBA 12,72-89

A TIE-IN NEW MODULES Inlet Separator Deck Inlet Separator Deck X TBA TBA TBA 12,72-89

A TIE-IN NEW MODULESWaste Heat Recovery Support structure Waste Heat Recovery Support structure X TBA TBA TBA 12,72-89

A TIE-IN NEW MODULES Compression Deck Compression Deck X TBA TBA TBA 12,72-89A UTILITY AREA: MAIN DECK Primary Structures Dropped object protections (DOP) 509.500 X C080-DONG-S-RA-0015_ TBA TBA 7A UTILITY AREA: MAIN DECK Primary Structures Columns, Beams, Members and Joints 509.500 X TBA TBA TBA 7A UTILITY AREA: MAIN DECK Primary Structures Beams, Members and Joints 509.500 X TBA TBA TBA 7

AUTILITY AREA :EXHAUST SUPPORT TOWER Exhaust Support tower Structure with diverter X

This area might be difficult to inspect from a close approach. Report accesability. Identify accesible areas. TBA TBA TBA 7

AUTILITY AREA :EXHAUST SUPPORT TOWER Exhaust Support tower Connections to Hull Deck X

This area might be difficult to inspect from a close approach. Report accesability. Identify accesible areas. TBA TBA TBA 7

B UTILITY AREA: MAIN DECK Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches, Firewalls and Blast walls 509.500 X

This area is comprised by one level up to the start of the turbine exhaust stack TBA TBA TBA 7

C UTILITY AREA: MAIN DECK Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders 509.500 X

This area is comprised by one level up to the start of the turbine exhaust stack TBA TBA TBA 7

A WELLHEAD AREA : CELLAR DECK Primary Structures Columns, Beams, Members and Joints 494.638 X

GVI info: Cellar deck is located on the wellhead area. Between El 494630 and El 498000 C080-DONG-S-RA-0015_ C080-DONG-S-RA-0015_1.5_001.pdf (Figure 8-1) 7,24-25

A WELLHEAD AREA : CELLAR DECK Primary Structures Beams, Members and Joints 494.638 X C080-DONG-S-RA-0015_ C080-DONG-S-RA-0015_1.5_001.pdf (Figure 8-1) 7,24-25

B WELLHEAD AREA : CELLAR DECK Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches, Firewalls and Blast walls 494.638 X C080-DONG-S-RA-0015_ C080-DONG-S-RA-0015_1.5_001.pdf (Figure 8-1) 7,24-25

B WELLHEAD AREA : CELLAR DECK Secondary Structures Firewalls and Blast walls 494.638 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

C WELLHEAD AREA : CELLAR DECK Tertiary StructuresLadders/ Caged Ladders, Handrails, Gratings and deck girders 494.638 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

AWELLHEAD AREA: X-MAS TREE DECK Primary Structures Columns, Beams, Members and Joints 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

AWELLHEAD AREA: X-MAS TREE DECK Primary Structures Beams, Members and Joints 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

BWELLHEAD AREA: X-MAS TREE DECK Secondary Structures

Walkways, Stairs, Access provisions, Equipment room, Heavy pipe supports,Hatches, Firewalls and Blast walls 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

BWELLHEAD AREA: X-MAS TREE DECK Secondary Structures Firewalls and Blast walls 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

CWELLHEAD AREA: X-MAS TREE DECK Tertiary Structures

Ladders/ Caged Ladders, Handrails, Gratings and deck girders 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

AWELLHEAD AREA: X-MAS TREE DECK Primary Structures

Weather deck wellhead Dropped object protections (DOP) 498.500 X C080-DONG-S-RA-0015_ TBA TBA 7,24-25

Priority

A: High

B: M

edium

C: Low

Substructure/A

rea

Type

Descriptio

n

Vertical Location

GVI

GVI (Internal)


n for som

e areas

Anom

aly/Inspectio

n History

Commen

t

Pdf Side

Docum

ents

A LEG A2 LS Jacking Hole 11 to Jacking Hole 1 X

Inspection where it is physical possible/available. Describe the area, what it is possible to inspect and what it is not. Possible with a Sketch. EP-022289_LE 02 (A2) TBA TBA 18.111-117

A LEG B1 LS Jacking Hole 11 to Jacking Hole 1 X

Inspection where it is physical possible/available. Describe the area, what it is possible to inspect and what it is not. Possible with a Sketch. EP-022289_LE 02 (B1) TBA TBA 18.111-117

A LEG C2 LS Jacking Hole 11 to Jacking Hole 1 X

Inspection where it is physical possible/available. Describe the area, what it is possible to inspect and what it is not. Possible with a Sketch. EP-022289_LE 02 (C2) TBA TBA 18.111-117

Gene

ral GV

I TA

SK

♦Check for Weld Defect: is it any visual crack, crack-like defect indications, defect signals in complete or absent welds. Any damage to the weld

♦Report any variation to specification

♦Describe the general condition of the area, if this has an effect on the component integrity.

♦Provide Sketch of the area , if Drawings doed not give a good overview of the area.

♦Repport if accessability is not possible, or not good enough. Any Confined space?

♦Check for sign of corrosion

♦Check for coating damage

♦Check for Deformation or Crack indication on members

♦Check for loss of integrity

Gene

ral GV

I TA

SK

Numbers AREAS: Batery limits

1

WELLHEAD

East of the process area separated by a H0 fire and blast wall extending to the weather deck;

Cellar deck: It is located on the wellhead area.Between El 494630 and El 498000.

X-Mas Tree Deck: It is located on the wellhead area.Between El 498000 and El 503000 (which it is the Weather deck wellhead dropped object protection)

2

HULL Supporting the other areas

Bottom Double BottomJacking House (West/South/North)Transverse Frames Longitudinal Frames

3

UTILITIES

This area is comprised by one level from Main deck EL 500000 up to the start of the turbine exhaust stack.

4LIVING QUARTERS

Enclosed by A60 firewalls; From Main Deck to Hellideck.

North Module: Helideck plus 4 decks

South Module: 5 Decks

5

PROCESS

Two levels east of the utility area and separated by a H0 fireand blast wall extending above the helideck.

PROCESS AREA : MAIN DECK . From EL 500.000 to EL 509.500.

PROCESS AREA : WEATHER DECK. From EL 509.500 to approximatly to EL 517.500.

6HELIDECK

On the roof of the living quarters, north end.

Numbers DECKS:1 MAINDECK2 WEATHERDECK

Numbers OTHER: Info

1 LEGS

25-26 meters from sea level up to platform.

Different Tags: LEG 1 (LEG A2, SOUTH LEG)LEG 2 (LEG B1, WEST LEG)LEG 3 (LEG C2, NORTH LEG)

2 WH CAISSON3 RISER CAISSON at LEG 3 (LEG C2, NORTH LEG)4 TIE-IN NEW MODULES

5 CRANES Crane Pedestal is located from the Double Bottom to the weather deck.

6 EVACUATIONS STRUCTURES7 FLARE TOWER8 EXHAUST TOWER

DNV GL © SAFER, SMARTER, GREENER DNV GL ©

Siri Sketches and Drawings

1

GVI inspection Sketches

DNV GL ©

Siri Lay-out

2

Side view of platform View on caisson side

DNV GL ©

Siri Lay-out

3

Risk areas on Siri platform

DNV GL ©

Siri Blast Walls and Escape Routes

4

Siri Blast Walls. Main Deck Siri escape route. Main Deck

DNV GL ©


5

Siri Escape Routes. Weather deck Siri Escape Routes. Hull

DNV GL ©


6

Siri escape routes. Living quarter Level

2

Siri escape routes. Living quarter Level 1

DNV GL ©


7



Siri escape routes. Helideck

DNV GL ©

Tie-in Area

8

Layout for New Launcher/Receiver Skid

DNV GL ©

Crane pedestals and overview

9

North Crane and support Structure

73-MX-02

73-MX-01

DNV GL ©


10

Crane foundation

Main deck connection with pedestal

Inside crane pedestal

DNV GL ©


11

Inside hull structure

Inside hull structure

DNV GL ©

Hull Overview and Jacking Houses

12

DNV GL ©

Hull Overview and Jacking houses

13

DNV GL ©

Wellhead Caisson and Legs

14

DNV GL ©

Wellhead Caisson

15

Caisson-deck Transition zone

DNV GL ©

Wellhead Caisson

16

Caisson-deck Transition zone

DNV GL ©

Wellhead Caisson

17

Caisson-deck connection

DNV GL ©

Caisson Riser at Leg 3

18

DNV GL ©

SIRY LAY-OUT

19

SIRI LAY-OUT

DNV GL ©

HULL OVERVIEW

20

HULL

200 32 37 42 54

CL

CL

B

C

A

C

1 PS

2 SB

3

PS

4

FR. 42-54

FR. 42-54

6

PS FR. 32-33�

7

8

9

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SB

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NR.DESCRIPTION POSITION

VOLUME

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200 32 37 42 5433 34

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D DE

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F F K WAA AA

3

5

6

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POTABLE WATER TANK

PS FR. 32-33�POTABLE WATER TANK

SB FR. 32-33FRESH WATER SERVICE

TANK

BRINE TANK FR. 0-5

RECLAIMED OIL TANK FR. 0-5

WATER BALLAST TANK SB FR. 0-20

3433�

WT

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T 1/1

9771-96-149

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

levels on

1:2509771 96 149 D 1 1 A1

MSC

Marine Structure Consultants (MSC) B.V.

WUS

Unit

Copyright of MARINE STRUCTURE CONSULTANTS (MSC) B.V. whose property this document remains. No parts thereof

may be disclosed, copied,duplicated or in any other way made use of except with the written approval of MSC B.V.

Title

Drawing no. Sheet no./Sheets Format ScaleRevision Drawn by

3100 AR Schiedam, the Netherlands

Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960

E-mail [email protected]

557 ’s-Gravelandseweg, P O Box 687

TANK ARRANGEMENT HULL

MOPUSTOR

25-04-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

E

D

C

B

A

Rev. Date Description of revisionDrawn

by

Checked

by

Client drawing no.

Client

06-06-97

27-06-97

08-09-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6001-01

Approved

PRO

PRO

SNY

SNY

KER

DON

TUR

DON

DIESEL TK’S INTRODUCED+ TK.7 MODIFIED+

TANK NR.7 ADDED

DIMENS. OF TANK NR’S.3-4, NEW TANK

VOLUMES ADDED+DWG.REISSUED FOR IDC

TANK 8-12 RENUMBERED

NR.5 ADDED, TANK 5-10 RENUMBERED

FOR IDC

WT

11

SB FR. 0-5GLYCOL TANK

WT

5 POTABLE WATER TANK PS FR. 32-33�

4

3

5

4

6

9

10

11

9

10

11

8

12

8

12

1

2

1

2

158

10

12 62

8 1112

109

TOP VIEW

SECTION ABOVE TANKTOP

SECTION A-A

SECTION B-B

SECTION C-C

SECTION D-D

SECTION E-E

D

7

D

12

CL FR. 20-32

TANK

NON HAZARDOUS DRAIN

DIESEL TK.TEMPORARY

WATER

BALLAST TK.

DIESEL TK.TEMPORARY

WATER

BALLAST TK.

DIESEL TK.

TEMPORARY

WATER

BALLAST TK.

TEMPORARY

WATER

BALLAST TK.

TEMPORARY

WATER

BALLAST TK.

DIESEL TK.

DIESEL TK.TEMPORARY

WATER

BALLAST TK.

DIESEL TK.

DIESEL TK.

TEMPORARY

WATER

BALLAST TK.

D

D

D

D

45

45

45

71

200

71

71

142

434

135

567

DIESEL TANK

DIESEL TANK

D

D

TEMP.WATER BALL. TANK MAX.333

A

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

DD

EE

FF

GG

HH

JJ

KK

LL

MM

A

B

C

D

E

F

G

H

J

K

L

M

N

O

P

Q

R

S

T

U

V

W

X

Y

Z

AA

BB

CC

DD

EE

FF

GG

HH

JJ

KK

LL

MM

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

S.B.

P.S.

-15- AH 36

-12-

-15- AH 36

-15- AH 36

-12-

-12-

-12-

-10-

9300

HP 220x10 HP 240x10

HP 240x10

HP 220x10

HP 240x10

HP 240x10

HP 240x10

HP 240x10

HP 220x10

2500

12000

20x600

2500

7200

12x600

7500

15000

5x3000

15000

5x3000

7200

3x24003x2400

7200

5x2840

14200

3x2400

7200

14200

5x2840

7200

3x2400

7200

12x600

2500

20x710

14200

2500

7200

12x600

14200

20x710

7200

12x600

BOTTOM

50000

HP 240x10

HP 220x10

HP 220x10

12x600

HP 240x10

5000

5000

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

900x15

FB 300x30

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

200x10 FB 150x15 AH 36

6000

1500 1500

6300

6000

800x12

FB 250x18

4x3000

HP 240x10

56400

HP 240x10

-20- AH 36

-20-

AH 36

-20-

AH 36

HP 160x9 (typ.)

HP 160x9 (typ.)

HP 160x9 (typ.)

300

300

300

HP 220x10

1:1009771 97 004 C 2 6 A0

MSC


DON

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



CONSTRUCTIONPLAN HULL

BOTTOM

MOPUSTOR

05-03-97

DR

AWIN

G

ST

AT

US

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

15-03-97

25-04-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6000-02

Approved

SNY

DON

DON

DON

RE-ISSUE FOR IDC

FOR THIRD PARTY VERIFICATION

PREL.FOR THIRD PARTY VERIFICATION

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

P.S. SHELL

-12- -12-

-10-

-15- AH 36

6700

10x670

HP 160x9

HP 180x9

HP 220x10

HP 200x9

HP 240x10

-10--10-

HP 160x9

HP 220x10

HP 180x9

HP 240x10

HP 160x9

HP 180x9

HP 220x10

P.S. S.B.JJ EE AA W S O F B JJEEAAWSOKC

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

K B F

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40

P.S. S.B.JJ EE AA W S O F B CK JJEEAAWSOFB K

S.B.

P.S. S.B.

-15- AH 36

-12-

HP 240x10

HP 180x9

HP 200x9

HP 240x10

HP 160x9

HP 180x9

HP 220x10

HP 200x9

HP 240x10

-20- AH 36

-20- AH 36

800x12 FB 250x18

670x12 FB 200x18

900x15 FB 300x30

800x12 FB 250x18

41

500x10 FB 200x18500x10 FB 200x18 500x10 FB 200x18

HP 220x10 HP 220x10 HP 220x10

HP 200x9

500x10 FB 200x18

450

500

200R

450

500

HP 200x9

HP 220x10

HP 240x10

100

670x12 FB 200x18

-10-

42 46 50 54

670x12 FB 200x18

650x12 FB 200x18

-10--15-

HP 220x10

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

-12-

800x12 FB 250x18

650x12 FB 200x18

800x12

FB 250x18

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

FRAME 5

500x10 FB 200x18

670x12 FB 200x18

900x15 FB 300x30

FRAME 10

JJ EE AA W S O F B CK JJEEAAWSOFB KP.S.

FOR MISSING DIMENSIONS SEE FRAME 5

JJ EE AA W S O F B CK JJEEAAWSOFB K

FRAME 13

PILLAR

#219x12.7

PILLAR

#219x12.7

P.S. LONGITUDINAL SECTION FRAMES AA (W.T. BHD)

650x12

FB 200x18

-15- AH 36

-15- AH 36

HP 240x10

-12-

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

HP 240x10

HP 220x10

HP 200x9

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

800x12 FB 250x18500x10 FB 200x18800x12 FB 250x18

800x12 FB 250x18

800x12 FB 250x18

900x15 FB 300x30

670x12 FB 200x18 500x12 FB 200x18

-20- AH 36

HP 240x10

HP 220x10

HP 200x9

-15- AH 36 -12-

PS. LONGITUDINAL SECTION FRAME GG

-20- AH 36

PS. LONGITUDINAL SECTION FRAMES JJ AND EE

500x10 FB 200x18

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

PS. LONGITUDINAL SECTION FRAME KK, DD

800x12 FB 250x18

900x15 FB 300x30

670x12 FB 200x18

500x10

FB 200x18

500x10

FB 200x18

HP 240x10

HP 200x9

HP 220x10

P.S. LONGITUDINAL SECTION FRAME W,S,O,K

FRAME 0 (SHELL)

HP 180x9

HP 180x9

HP 220x10

HP 240x10

HP 200x9

HP 220x10

HP 180x9

HP 220x10

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

HP 240x10

HP 240x10

W.T.

PILLAR

#219x12.7

PILLAR #219.1x12.7

W.T.

-12-

-35- DH 36 -35- DH 368200

-35- DH 36-35- DH 36

200R

HP 200x9

HP 220x10

HP 240x10

HP 180x9

HP 220x10

HP 240x10

1:1009771 97 004 C 4 6 A0

MSC


DON

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960




LONGITUDINAL PS. AND CROSS SECTIONS 0-13

MOPUSTOR

05-03-97

DR

AWIN

G

ST

AT

US

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

15-03-97

25-04-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6000-04

Approved

SNY

DON

DON

DON

RE-ISSUE FOR IDC


PREL. FOR THIRD PARTY VERIFICATION

P.S.

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

PILLARS # 219.1x12.7

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

800x12 FB 250x18 670x12 FB 200x18

650x12 FB 200x18 500x10 FB 200x18 500x10 FB 200x18

P.S. S.B.CJJ EE AA W S O F BK

P.S. S.B.

FRAME 20

JJ EE AA W S O K B CF JJEEAAWSOKB F

S.B.JJ EE AA W S O K B CF JJEEAAWSOKB F

JJEEAAWSOFB K

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40

670x12 FB 200x18

500x10 FB 200x18 500x10 FB 200x18

25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

-15- AH 36

-12-

HP 240x10HP 240x10HP 240x10

-12-

HP 200x9

-12-

FOR MISSING DIMENSIONS SEE SECTION FRAME 20

500x10 FB 200x18

-15-

500x10 FB 200x18

-10- -15-

670x12 FB 200x18800x12 FB 300x25 800x12 FB 300x25

500x10 FB 200x18

500x10 FB 200x18

41 42 46 50 54

670x12 FB 200x18

650x12 FB 200x18500x10 FB 200x18

-20- AH 36 -20- AH 36 -20- AH 36

-20- AH 36-20- AH 36

900x15 FB 300x30

670x12 FB 200x18

HP 200x9

HP 240x10

HP 180x9

HP 240x10

500

450

7200

800x12 FB 250x18

-15-

-15- -10-

-10-

-10-

670x12 FB 200x18

650x12 FB 200x18500x10 FB 200x18

-10-

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

200x10 FB 150x15 AH 36

600x12 FB 200x15 AH 36

600x12 FB 200x15 AH 36

500x10

FB 200x18

PILLAR #219.1x12.7

-12-

P.S. IS DRAWN S.B. IS OPP.HAND

LONGITUDINAL SECTION FRAME B

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

PILLAR #219x12.7 PILLAR #219x12.7

W.T.

FRAME 32 (W.T. BHD)

-15- AH 36

500x10

FB 200x18

500x10

FB 200x18

-15- AH 36

ONLY P.S.

P.S. IS DRAWN S.B. IS OPP.HAND

LONGITUDINAL SECTION FRAMES F

-20- AH 36

S.B. LONGITUDINAL SECTION FRAMES K, W

PILLAR

#219.1x12.7

25 30 32

670x12 FB 200x18

500x10 FB 200x18

-10-

500x10 FB 200x18

0 5 10 15 20

800x12 FB 250x18

-15-

PILLAR

#219.1x12.7

800x12

FB 250x18

HP 200x9

-12-

HP 220x10

HP 240x10

W.T.

500x10 FB 200x18

S.B. LONGITUDINAL SECTION FRAME O, S

0 5 10 15 20 25 30 32 35 36 37 38 39 40 41 42 46 50 54

-15- AH 36

-12-

HP 240x10

HP 180x9

HP 200x9

HP 240x10

HP 160x9

HP 180x9

HP 220x10

-20- AH 36

450

500

HP 200x9

HP 220x10

HP 240x10

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

-12-

S.B. LONGITUDINAL SECTION FRAMES AA (W.T. BHD)

-15- AH 36

-15- AH 36

500x10

FB 200x18

500x10

FB 200x18

HP 240x10

HP 200x9

HP 220x10

FRAME 33

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

-12-

HP 200x9

800x12

FB 250x18

800x12

FB 250x18

HP 180x9

HP 220x10

200x10 FB 150x15 AH 36

-15- AH 36-15- AH 36

W.T.

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

W.T.

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

P.S. S.B.JJ EE AA W S O F B CK JJEEAAWSOFB K

FOR MISSING DIMENSIONS SEE FRAME 5

FRAME 15

800x12 FB 250x18

670x12 FB 200x18

900x15 FB 300x30

HP 180x9 HP 180x9

-12- HP 200x9

HP 240x10

HP 200x9

HP 240x10

500x10

FB 200x18

W.T.

-35- DH 36 -35- DH 36

8200

-35- DH 36

500

-35- DH 36

-35- DH 36-35- DH 36-35- DH 36 -35- DH 36 -35- DH 36

-35- DH 36 -35- DH 36

33 34

800x12 FB.150x15

-10-

600x400

-10-

-12-

FB.150X15

LONGITUDINAL SECTION FRAME N=PS, M=SB, T

FRAME N ONLY P.S. FRAME M ONLY S.B. FRAME T S.B. AND P.S.

W.T. P.S. ONLY

FOR THIS S.B. PART OF PROFILES SEE FRAME K,W

P.S. IS DRAWN AND S.B. IS OPP.HAND

1:1009771 97 004 C 5 6 A0

MSC


DON

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960




LONGITUDINAL AND CROSS SECTIONS 15-33

MOPUSTOR

05-03-97

DR

AWIN

G

ST

AT

US

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

15-03-97

25-04-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6000-05

Approved

SNY

DON

DON

DON

RE-ISSUE FOR IDC



P.S. S.B.C

P.S. S.B.C

FRAME 37

P.S. S.B.C

P.S. S.B.C

P.S. S.B.JJEEAAWSOFBC KJJ EE AA W S O F BK

JJEEAAWSOFB K

JJEEAAWSOFB K

JJEEAAWSOK

JJEEAAWSOK

F

JJ EE AA W S O K

B FJJ EE AA W S O K BF

JJ EE AA W S O F BK

JJ EE AA W S O F BK

FOR MISSING DIMENSIONS SEE FRAME 38,,,41

-10--12--10-

-15- AH 36

HP 240x10

-10-

-12- -12-

-10-

-10-

HP 220x10

HP 180x9

HP 160x9 HP 200x9

HP 240x10

-12-

HP 200x9

HP 240x10

-12-

HP 160x9

HP 180x9

HP 220x10

-10-

HP 240x10

-15- AH 36

P.S. S.B.CJJ EE AA W S O F BK JJEEAAWSOFB K

650x12 FB 200x18

670x12 FB 200x18

500x10 FB 200x18

800x12 FB 250x18

500x10 FB 200x18

-15-

500x10 FB 200x18

-10- -15-

670x12 FB 200x18800x12 FB 300x25 800x12 FB 300x25

-20- DH 36

-20- AH 36

800x12 FB 250x18

500x12 FB 200x18

800x12 FB 250x18

HP 160x9

HP 180x9

HP 220x10

HP 160x9

HP 180x9

HP 220x10

650x12 FB 200x18

670x12 FB 200x18

500x10 FB 200x18

800x12 FB 250x18

500x12 FB 200x18

800x12 FB 250x18

FRAME 38, 39, 40, 41

HP 160x9

HP 180x9

HP 220x10

HP 160x9

HP 180x9

HP 220x10

HP 180x9

HP 200x9

HP 200x9

HP 240x10

HP 200x9 HP 180x9

HP 200x9

HP 240x10

HP 220x10 HP 220x10

100x8

BF B F

PILLAR #219x12.7 PILLAR #219x12.7

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

500x10

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

FRAME 42 (W.T. BHD)

FRAME 46,50

-15- AH 36 -15- AH 36

HP 180x9

500x10

FB 200x18

500x10

FB 200x18

600x12 FB 200x15 AH 36

600x12 FB 200x15 AH 36

-12-

HP 180x9

-12-

HP 180x9

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

800x12 FB 250x18500x10 FB 200x18800x12 FB 250x18

800x12 FB 250x18

800x12 FB 250x18

900x15 FB 300x30

670x12 FB 200x18 500x12 FB 200x18

-20- AH 36

SB. LONGITUDINAL SECTION FRAMES JJ AND EE

670x12 FB 200x18

900x15 FB 300x30

800x12 FB 250x18

0 5 10 15 20 25 30 32 33 34 35 36 37 38 39 40 41 42 46 50 54

S.B. SHELL

-12- -12-

-10-

-15- AH 36

6700

10x670

HP 160x9

HP 180x9

HP 220x10

HP 200x9

HP 240x10

HP 200x9

HP 240x10

-20- AH 36

HP 220x10 HP 220x10

450

500

200R

7950

100

600x12 FB 200x15 AH 36

200x10 FB 150x15 AH 36

800x12

FB 250x18

800x12

FB 250x18

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

800x12

FB 250x18

800x12

FB 250x18

650x12

FB 200x18

650x12

FB 200x18

650x12

FB 200x18

HP 240x10

HP 220x10

HP 200x9

-10-

200x10 FB 150x15 AH 36

FRAME 54 (SHELL)

-20 AH 36

200x10 FB 150x15 AH 36

-10--10-

P.S. S.B.C JJEEAAWSOFB KFJJ EE AA W S O F BK

FOR MISSING DIMENSIONS SEE FRAME 38,,,41

-10--10-

FRAME 35, 36

FRAME 34

P.S. S.B.C JJEEAAWSOFB KFJJ EE AA W S O F BK

650x12

FB 200x18

650x12

FB 200x18

HP 160x9

HP 160x9

-12-

FRAME 33�W.T.

200R

-35- DH 36 -35- DH 36

450

100

500

200R

100

-35- DH 36 -35- DH 36

450

500

8200

-35- DH 36 -35- DH 36

C

1:1009771 97 004 C 6 6 A0

MSC


DON

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960




LONGITUDINAL SB AND CROSS SECT. 33 1/2-54

MOPUSTOR

05-03-97

DR

AWIN

G

ST

AT

US

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

15-03-97

25-04-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6000-06

Approved

SNY

DON

DON

DON

RE-ISSUE FOR IDC



DNV GL ©

LIVING QUARTER AND LEVELS UNDER HELIDECK

21

LIVING QUARTERS AND LEVELS UNDER HELIDECK

DNV GL ©

HELIDECK

22

HELIDECK AREA

DNV GL ©

NEW TIE-IN

23

NEW TIE-IN

fer m* iptafhilMn. *ul»«*t«»«l' mtrtiä *innj ^ • ' f«r «11* wi« trnn AtilamflKtlit n—rtat ijnnj I«»'

KICKPLATE 1100x50x8 (TYP.)

al!r-h-(TYP.

1 HEB300

SECTION

SCALE

SECTION

1:5 V1 -16

SCALE 1:20

KICK L100x50x8 (TYP.)

DETAIL

SCALE 1:5

SCALE 1:5

SLOTTED HOLE 010x20 LG.

70

^

100

PL. 5x50 (TYP.)

(TYP.)

SECTION

SCALE 1:5

012x20

DETAIL

SCALE 1:5

t • i m n a sun »«JU SKI CENTRAL PIATFWH I a nnsoHi xeffTME K n j a C9MI ] O NOT MIffTEDl K K I M HSi l f l baFoimMiraiMT JDPIHII« ff MS ( M m • • WT SfKS K »MB I CBBMJtT n n i M a Mm fovMn I HI MB I n w n Km nc n o u « a / t m « a

ravMT: U H ;

PROJ: 2017S131 RAMCai l idb DO: 177S77

ssuBfOROKmaaapwjwWCT

SSI« fot DKn mow pwj i i iww S

NOTES: i? iP i PIATFORM TRUe "• NORTH NORTH "I

r w (j>ü.'a»«L.4l_/_.[_l+|..

THIS ORWG.'

KEYPLAN

NOTES:

1. FOR GENERAL NOTES SEE DRWG. NO. C080-DONG-N-XD-0001-01.

PHOXCT n r u

NINI 4 CECILIE DEVELOPMENT SIRI TIE-IN ORAWMCTmE

NEW INLET SEPARATOR SKID GRATING AND HANDRAIL PLAN SUPPtCR DDCUHEMTNUMOI

AI pMijcacm fMüuTÖR Dst m r m sracKt« SKIT

C080-DONG-N-XF-0001-17 KVtSONNO.

1.4 OAIC hild I v m» we \m» M>l«Mtic*il)> MMrtcd (knng P<»r

DNV GL ©

CRANE PEDESTALS

24

CRANE PEDESTALS AT NORTH AND SOUTH

LONGT.SECT. EE

REF.1

-15-

LONGT.SECT. EE

REF.3-15-

SECTION B-B

SECTION C-C

EC

AA

-30-

SITUATION

17800 OFF C.L.

2300

R=1750

300

150

3200

3200

20

C

C

B

B

-30-

2300

R=1750

300

150

3200

3200

2388

2840

1597

1597

TOPVIEW MAINDECK

TOPVIEW BOTTOM

20°

typ.

-30-

PS.

0 5

0 5

0 5

0 5

AA

W

EE

AA

W

EE

-30-

2300

R=1750

R=800

300

150

3200 3200

20

TOPVIEW MAINDECK

-30-

3736 38

LL

JJ

GG

900

900

600

937

295

295

R=275

REF.1

REF.3

REF.3

REF.1

REF.8REF.6

600900

900

FR.37

D1

-30-

2300

R=1750

300

150

3200 3200

3736 38

LL

JJ

GG

REF.8REF.6

FR.37

D1

TOPVIEW BOTTOM

10°

typ.

2988 3000

1674 1674

45

85

295 3

3295

295

295

R=275

0 5

BOTTOM

MAINDECK3

214

14

MAINDECK

BOTTOM

TYPICAL SECTION A-A

TYPICAL WELDING-DETAILS MAINDECK

TYPICAL WELDING-DETAILS BOTTOM

MAINDECK

9 9

6695

7700

FB.200x20

85

3400

2300

-30-

-30-

-30-

-30-

-30-

-30-

-25-

B

B

D

D1D

D

DD1

A A

A

A

A

A

WELDING-DETAIL 1

WELDING-DETAIL 2

WELDING-DETAIL 1

WELDING-DETAIL 2

WELDED AFTER ASSEMBLY




463

1000

1000

728

1000

655

1000

659

CRANE-PEDESTAL

FP.-WELDED

581

295

6700

#1000

7

7

45°

45°

2

45°

22.5°

3

-30-

-25-

2

45°

22.5°

SHEET 1 / 1

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

levels o

n

9902-97-085

1:50 9902 97 085 D 1 1 A0

MSC


TUR

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



FOUNDATIONS FOR CRANE-PEDESTALS

MOPUSTOR

28-04-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

13-06-97

23-07-97

22-08-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6091-01

Approved

PRO

PRO

PRO

PRO

CJ

CJ

KER

TUR

ACCESSWAY MODIFIED

ACCESSWAY ADDED

GRINDING WELDING DETAILS

700

700

HP220x104

HP220x104

DET.13

REF.19

DET.13

REF.19SCALE 1:2

SCALE 1:2

SCALE 1:2

SCALE 1:2

3

3

-30-

-15-

2

45°

3

03

295

44°

10° 6.5

6.5

3-30-

-15-

2

45°

3

0

3

295

45° 6.5

6.5

GROUND SMOOTH

WELDS TO BE

30

TO BE GROUND SMOOTH

THIS PART OF WELDS

SEE TYP. WELD DETAIL

=800

R



12

TYPICAL WELDING-DETAIL 4

SEE TYP. WELD DETAIL 4

ALL AROUND

GROUND SMOOTH

WELDS TO BE

ALL AROUND

GROUND SMOOTH

WELDS TO BE

E

TYPICAL WELDING-DETAIL PEDESTALSCALE 1:2

2

14

14

45°

-30-

3

75

750 WIDE

ACCESSWAY

800

CU

TO

UT

600

CUTOUT

= =

==

SECTION E-E

AC

CE

SS

WA

Y

-12-

100R

SCALE 1:25

BOTTOM

2100

DIA. 3340 (REF.)

C

2100

CLACCESSWAY

1052

E

ECLACCESSWAY

830

15

1500

750

ACCESSWAY

2100 ABOVE BOTTOM

120R

I

II

IV

V

VI

IX

X

XI

III

XIII

XIV

VII

VIII

XIIXV

KEYPLAN

LO

NG

T.

SE

CT.

EE

20200

FR

OM

C.

L.

LO

NG

T.

SE

CT.

W

14

960

FR

OM

C.

L.

ABOVE BOTTOM

ACCESSWAY, 2010

750

ACCESSWAYCL

-PIPE #3400x-30-: FeE 235 / NV E Z

REF.1 9902-97-033JACK-UP DECK, BLOCK I

REF.3

REF.6

REF.8

JACK-UP DECK, BLOCK VI

REF.19 JACK-UP DECK, DETAILS

JACK-UP DECK, BLOCK III

JACK-UP DECK, BLOCK VIII

9902-97-035

9902-97-038

9902-97-040

9902-97-051

STEEL GRADES:

REFERENCE DRAWINGS:

20 t 45: GRADE E

-t 20 : GRADE D

NOTES:

SNIPING OF FACE BARS,FLANGES AND FLAT

BARS SEE REF.19 DET.15.

REF.62 9902-97-094FABRICATION SPECIFICATION

WELDING-DETAIL 3

SCALE 1:2

3

-15-

-30-

2

45°

3

SIDE SHELL

36

3

295

47°

6.5

6.5

-15-

REF.6/8

FR.36-38

900

900

75

295

295

R=275

2953WELDING-DETAIL 3


SIDE SHELL

HP220x10

REF.19 DET.134

SEE TYP. WELD DETAIL 4

SECTION D-D/D1-D1

800

WELDED AFTER ASSY.

600

1190

2100

CLACCESSWAY

SHELL

SHELL

33.5°

830

COAMING 830x630

REF.N.S. 6028

830

COAMING 830x630

REF.N.S. 6028

D

DD

D

ALECO

Text Box

South Crane

ALECO

Text Box

North Crane

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Typewritten Text

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Typewritten Text

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Typewritten Text

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Text Box

2

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3

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4

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Text Box

6

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5

tml

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7

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8

tml

Text Box

Numbered Lay-down areas

ALECO

Text Box

South Crane

DNV GL ©

WH CAISSON

25

WELLHEAD CAISSON

-

-

-

-

-

A1 90 - -NOTED

1.3

1.5

KJA

SCALE

PLAN CELLAR DECK EL. 90.657 T.O.S.

1:50

DETAIL 1

SCALE 1:10 -

8000

8000

-

1

-

A

-

B

SECTION A

SCALE 1:10 -

SECTION B

SCALE 1:10 -

C080-DONG-N-XA-0002-001

NORTH

L12

0 -22101526

PLATFORM

NORTH

TRUE

NORTH

PLATFORM

NORTH

TRUE

NORTH30°30°

L12

210

REF.

2

ISSUED FOR DESIGN POR AHS 03.12.09

W00

-1.3A MNI POR AHS 18.12.09REISSUED FOR DESIGN

-0003

REV DESCRIPTION SUPPLIER PREP CHKD APPR DATE

TAG NUMBERS :PROJECT TITLE

DRAWING TITLE

SUPPLIER DOCUMENT NUMBER

REVISION NO.DRAWING NO.

FORMAT SCALE SYSTEM NO. AREA CODE

LOCATION CODE

KEYPLAN

NOTES:

A B

2

1

SLING 5/6

SLING 4/5

SLING 8/9

SLING 7/8

SLING 6/7

SLING 3/4

SLING 2/3

SLING 1/2

SLING 11/12

SLING 10/11

SLING 9/10

WELL 9WELL 10

WELL 11

WELL 12

WELL 8

WELL 7

WELL 6

WELL 5

WELL 4WELL 3

WELL 2

WELL 1

29.7

5°

29.7

5°

26.5° 26.5°

26.5

°

26.5

°

26.5°

37°33.75°

26.5°

33.75°

13.5°23.5°

SLING 9/10

WELL 9WELL 10

EXIST. CAISSON

EXIST. CAISSON

NEW SOUTH GUIDE BAR

NEW CLEVIS PADEYE

NEW SOUTH GUIDE BAR

C080-KV-SC100-N-XF-5021-01

REF. DRWG. NO.

EXIST. GUIDES IN WELLHEAD CAISSON

C080-KV-SC100-N-XF-1030-01

REF.DRWG. NO.

EXIST. CELLAR DECK

C080-KV-SC060-N-XA-6054-01REF. DRWG. NO. EXIST. JACK-UP DECK OMITTED

C080-STAT-SC060-N-XA-6206-01REF.DRWG. NO. FOR PREVIOUS DESIGNSHOWN PARTLY.EXIST. NORTH GUIDE BAR,

C080-KV-SC060-N-XA-6023-01REF. DRWG. NO. EXIST. CAISSON

15586 REV. B

REF. DRWG. NO.

NEW CLEVIS PADEYE

10215-99-144 SHEET 2/2

C080-STAT-SC060-N-XA-6207-01/

10215-99-144 SHEET 1/2 AND

STAT-SC060-N-XA-6206-01/

REF. DRWG. NO.

FOR PREVIOUS DESIGN

SHOWN PARTLY.

NEW SOUTH GUIDE BAR

NOTE 310215-99-144 SHEET 1/2STAT-SC060-N-XA-6206-01/REF. DRWG. NO. EXIST. PLATE, PL. 1150x500x30

C080-KV-SC060-N-XA-6054-01REF. DRWG. NO. EXIST. JACK-UP DECK

EXIST. PL. 30

GENERAL ARRANGEMENT

CLEVIS PADEYEROLLED PLATENEW PL. 50

CLEVIS PADEYEROLLED PLATENEW PL. 50

SHOWN PARTLYNEW SOUTH GUIDE BAR

AT CLEVIS PADEYENEW ROLLED PLATE

OMITTED.CONNECTION TO JACK-UP DECKEXIST. NORTH GUIDE BAR,

CLEVIS PADEYE

NEW MASHINED BLOCK

CLEVIS PADEYENEW CUT PLATE

CLEVIS PADEYENEW CUT PLATE

GUIDE BAR OMITTED

EXISTING N/W AND SW

10215-99-144 SHEET 2/2C080-STAT-SC060-N-XA-6207-01/10215-99-144 SHEET 1/2 AND STAT-SC060-N-XA-6206-01/REF.DRWG. NO. FOR PREVIOUS DESIGNSHOWN PARTLY.NEW SOUTH GUIDE BAR,

NOTE 310215-99-144 SHEET 1/2STAT-SC060-N-XA-6206-01/REF. DRWG. NO. EXIST. PLATE, PL. 1150x500x30

REF.PL. 30

REF.PL. 30

REF.PL. 70

CONNECTION TO JACK-UP DECK.NEW SOUTH GUIDE BAR,

PL.30.WELDED TO EXIST.NEW PL. 30 TO BE

REF.PL. 70

REF.PL. 30

TYP.REF.PL. 70

REF.PL. 30

SLING POSITIONS AT CAISSON

C080-KV-SC100-N-XF-5021-01

REF. DRWG. NO.

SLING POSITIONS

6. ALL WELDS TO BE SEAMCLASS C.

> 70355 EH36

50 < t < 70355 EH36

50355 DH36

30355 AH36

(mm)

THICKNESS (t)(N/mm2) TYPE

MAXIMUMYIELD STRESS MATERIAL

5. MATERIALS: UNLESS OTHERWISE NOTED

TION ONLY.

4. MEASURES MARKED WITH REF. IS FOR INFORMA-

TABLE FOR REUSE.

CONDITIONS OF PLATES TO BE VERIFIED ACCAP-

TO BE VERIFIED BY SURVEYOR.

DIMENSIONS AND POSITIONS OF PLATES AT SIRI

RELEVANT PHOTOS FROM SIRI)

JACK-UP DECK, SEE EXIST. DRAWINGS AND

AT SIRI (PLATES WELDED AT CELLAR DECK AND

SUIT EXISTING PREVIOUS DESIGN STILL PRESENT

3. NEW SOUTH GUIDE BAR TO BE FABRICATED TO

INCORPORATED IN THE DESIGN.

MEASUREMENTS STATED ON THIS DRAWING TO BE

99-144 SHEET 2/2

1/2 AND C080-STAT-SC060-N-XA-6207-01/10215-

STAT-SC060-N-XA-6206-01/10215-99-144 SHEET

DING TO PREVIOUS DESIGN REF. DRWG. NO. C080-

2. NEW SOUTH GUIDE BAR TO BE FABRICATED ACCOR-

NEW SOUTH GUIDE BAR ONLY.

1. THIS DRAWING IS TO BE USED FOR DESIGN OF

12/1SLING

R2625

SIRI FIELD

1.5 LNT LSSD KGR 09.05.12RAMBØLLAS BUILT DUE TO WO20425612, SROG01

SHEET 2 / 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

levels on

general drawing info

border + title block

level description

9902-97-073

1:25 9902 97 073 D 2 2 A0

MSC


BAK

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



WELL CAISSON

STRUCTURE AND DETAILS

MOPUSTOR

15-05-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

25-05-97

03-06-97

08-07-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6023-02

Approved

EPB

EPB

EPB

EPB

DON

BAK

BAK

BAK

UPDATED DRAWING, MODIFIED/ADDED NOTES

RENUMBER DETAIL NUMBERS

RE-ISSUED FOR SHOP DRAWINGS

ISSUED FOR SHOP DRAWINGS

DETAILS BOTTOM FRAME ADDED ON SHEET 2

TOP VIEW

A

C

B

B

A

C

D

D

SECTION E-E SECTION F-F

SECTION A-A SECTION C-C SECTION D-D

SECTION B-B

1059

635

635

540

530

530

540

765 595

G

G

E E

FF

-15-

2236

186026.5

26.5

13.25

13.25

26.5

26.526.5

26.5

16.5

16.5

26.5

26.5

R50

typical

25

25

750

750

FB100x15

1200

15

1200

25

R50

-15- -15- -15-

-15-

-15--15--15-

-15-

-15-

25

25

25

25

609.6x12.7

1000

R3048

-25-

-25-

-25-

FB200x25

FB200x25

FB200x25

FB200x25

TYPICAL SNIPE

25

-10-

-10-

-10-

R50

typical

100

100

1200

-25-

FB200x15

FB200x25

FB200x25

150

R50

typical

-15-

-15-

FB100x15

25

120

500

575

600

600

1200

SECTION G-G

E

-10-

-10--10-

R50

typical

100

SEE SHEET 1

SEE DETAIL 2

630

typical

x12.7

150x25

R75

165

FB200x25

R350

-25-

R185

J

R455

790

50

790

525

50

9819

BASE OF TANK

25

FB100x15

R860

R140

1205

622

273

R42

5

20

425

R

20

785

785

1250

1250

-15- -15- -15-

-15-

-15--15--15-

-15--15-

EL. + 9834

-15-

-15-

-10- -10-

-10-

E

100

1200

790

50

-10- -10-

-10-

15

216447 123 609.6

100

15530 447

15530 447

15

205447 297

FB 100x15

FB 100x15

SCALE 1:2.5

25

3

45

917.0

SCALE 1:2.5

25

3

45

TYPICAL FOR PIPE 609.6

SCALE 1:2.5

25

25/40

30

TYPICAL SNIPE

SCALE 1:2.5

4

4

4

4

25

19.1

25

J

LOWER WELDED DECK

NORTH

SOUTH

SOUTH

NORTH

SOUTH

NORTH

AP

PR

OX. 3000

45^

3

785 TO C.L.

MATERIALS

KvaKvaerner Rosenberg a.s, Kvaerner Engineering a.s

erner Oil & Gas Norway

WELDING

NOTES

- FOR: HOLDS, STEEL SPECIFICATION, REFERENCE DRAWINGS, WELDING & KEYPLAN

- U.N.O. MINIMUM SLEEVE WALLTHICKNESS IS 10 MM

7

8

- ALL PLATE MATERIAL, AND SLEEVES FABRICATED FROM PLATE, IS STEEL SECT. NR

- IF NOT FABRICATED FROM PLATE, ALL PIPE/SLEEVE MATERIAL IS STEEL SECT. NR

WELD DETAIL 13

25

SCALE 1:2.5

3

45

TYPICAL PIPE/SLEEVE WELD DETAIL

WELD DETAIL 12

SLEEVE SLEEVE

I.D.410.4 I.D.172.3

SEE WELD DETAIL 13

SEE DRAWING REF.10

PIPE

SEE WELD DETAIL 13

I.D.172.3

SLEEVE

PIPE

SEE WELD DETAIL 12

SEE WELD DETAIL 17

573

1200

900

SE

E

DE

TAI

L 9

ON

SH

EE

T 1

SEE WELD DETAIL 16

SEE WELD DETAIL 16

SEE WELD DETAIL 17

SLEEVE I.D. 917.0

16

1365

25

500x10 (TYP.)

152

230

622

970

H

R185

H

K

K

M

M

M

M

PENETRATION IDENTIFICATION

BOOSTER PUMP CAISSON

36"-PL-21-7009

CIRCULATION LINE

6"-PL-33-7026

CIRCULATION LINE

6"-PL-33-7018

CIRCULATION LINE

6"-PL-33-7020

6"-PL-33-7013

CABLE TRANSIT

24" J-TUBE

24" J-TUBE

24" J-TUBE

16"-PL-21-7002

RISER

6" BILGE PUMP RETURN

4" CAISSON FILL

BILGE PUMP CAISSON

1.5~3

45

X

X40 AT MAIN BEAMS

SECTION D-D & E-E

600

600

600

600

L1

L2 L3

L4

L1

L2

L4

L3

LL

U.N.O. WELDS TO BE IN ACCORDANCE WITH DRAWING REF. 8 (VALID FOR SHEET 2 OF

THIS DRAWING)

SLEEVEPIPE/

15

==

SCALE 1:2.5

1.5~3

45

15

SCALE 1:2.5

5

R2230

135

N1

N2

N3

N4 N5

N6

N7

N8

N1

N2

N3

N4 N5

N6

N7

N8

N

N

100

600

I.D.118.3SLEEVE

100

300

I.D. 205.0SLEEVE

100

600

SLEEVE I.D. 172.3

-10-

R50

typical 600

L SEE TABLE

BELOW

L1 mm

L2 mm

L3 mm

L4 mm

219

219

170

261

=

==

=

100

790

50

I.D. 172.3SLEEVE

-10-

R50

typical

N SEE TABLE

BELOW

mm

mm

mm

mm

158

332

332

626

=

==

=

mm

mm

mm

mm

494

332

332

280

=

==

=

N1

N2

N3

N4

N5

N6

N7

N8

PLATES FROM C TO CL L

EXACT LENGTH TO BE DETERMINED AT ASSEMBLY

x

x

,EXCEPT FOR N4 & N5

SECTION H-H SECTION J-J SECTION K-K SECTION L-L SECTION M-M SECTION N-N

x

D

D

D

D

D

SEE DETAIL 14

SEE DETAIL 15 D

D

D

SEE DETAIL 15 D

D

DETAIL 15 WELDDETAIL 16 WELDDETAIL 17DETAIL 14

D

D D D D

D

DNV GL ©

LEGS

26

LEG 1 (LEG A2, SOUTH LEG)

LEG 2 (LEG B1, WEST LEG)

LEG 3 (LEG C2, NORTH LEG)

SHEET 1 / 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

levels on



level description

9902-97-070

1:1009902 97 070 F 1 2 A0

MSC


BAK

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



LEG NO. 1 (SOUTH)


MOPUSTOR

06-05-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

02-07-97

16-10-97

23-10-97

10-11-97

13-11-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6029-1

Approved

EPB

EPB

EPB

EPB

EPB

EPB

BAK

BAK

BAK

BAK

DON

BAK


GRINDING DETAILS / LIFTING HOLES

JACKING HOLES ORIENTATION

LOWER SECTION CHANGED/GRINDING/

RE-ISSUED FOR IDC/TPV LEG SETIONS




AND INSTALLATIONS REINFORCEMENTS

FOR IDC/TPV

#3500 BOTTOMTOP

2

3

4 NV E40

690

390

390

75 (CIRC.SECTION)

90 (CIRC.SECTION)

65 (CIRC.SECTION)

110 (CIRC.SECTION)

75 (CIRC.SECTION)

69 (L) / 46 (T)

55 (L) / 37 (T)

-40^

-40^

-40^

-40^

-40^

SECT

NR.

MATERIAL

TYPE

THICKNESS (t)

(mm.) MIN. AVERAGE

JOULES

TEST

TEMP. ^C

IMPACT VALUE

2

MIN. YIELD

STRES

(N/mm )

355 34 (L) / 24 (T)

NV E690

NV E40

NV A36

NV E690

NV E690

690

690

69 (L) / 46 (T)

69 (L) / 46 (T)

55 (L) / 37 (T)

#3465

STRUCTURAL CATEGORY: PRIMARY

DESIGN TEMPERATURE: -10^ C. FOR SECTIONS:

0^ C. FOR SECTIONS:

WELDING

NOTES

1 2 3

4 5 6

-ALL WELDS FULLY PENETRATED UNLESS STATED OTHERWISE.

-WELDS TO BE IN ACCORDANCE WITH REQUIREMENTS OF D.N.V.

-DISTANCE OF BUTTWELDS AND LONGT.WELDS

MINIMUM 495 mm. FROM CENTRE OF JACKING HOLES.

-LEG EXTERNALLY SMOOTH I.E. WELDS FLUSH

-FINISH OF HOLES WITHIN LIMITS AS SHOWN PER DETAIL.

LEG NR.2

1

6

1

6

FOR SECTIONS TO

5

5

SECONDARY FOR SECTION

- STRAIGHTNESS OF LEG:

NOTE:

MAX. TOTAL DEVIATION FROM STRAIGHT

LINE FOR FULL LEG LENGTH: 50mm

+2

-0

10000

MA

X. 5

- WALL THICKNESS OF LEG PLATING: 65/75/90/105

a

b

10

10995.6 mm

+10-10

a-b < mm

CIRCUMFERENCE OF LEG ROUNDNESS OF LEG

JACKING HOLE

+0.07^-0.07^

120^

+0.07^-0.07^

120^

+0.07^-0.07^

120^

SEE DETAIL 1

0^

LEG NR.1

MAX. DEVIATION OF POSITION OF

JACKING HOLES AT ANY ONE LEVEL


JACKING HOLES OVER ANY SECTION

OF 8000 mm (6 LEVELS)

1275

+3

-3

7000

5250

3500

1750

+2.5

-2.5

+2

-2

+1

-1

+1.5

-1.5



1.0

1.01.0

1.0

TOLERANCES

43x1750=75250

STEEL SPECIFICATION

-ALL ATTACHMENT WELDS TO THE PIPE TO BE GROUND SMOOTH

LEG NR.3

I

II

IV

V

VI

IX

X

XI

III

XIII

XIV

VII

VIII

XII

KEYPLAN

XV

NORTH

SOUTH

STEEL DOCUMENTATION TO BE ACCORDING DIN/EN 10204:

1SECTIONS TO 53.1.C FOR

SECTION3.1.B FOR 6

8750

562514600

104550

5

PIPE #3465x-75-

4

PIPE #3500x-110-

10425

2

PIPE #3500x-90-

3325010500210009150

3

PIPE #3500x-65-

1

PIPE #3500x-75-

1

PIPE #3500x-75-

2

PIPE #3500x-90-

WE

LD

DE

T.5

WE

LD

DE

T.4

WE

LD

DE

T.3

WE

LD

DE

T.2

WE

LD

DE

T.1

WE

LD

DE

T.1

REF. DOCUMENTS

15/30/100

+-5+-5+-5+-5+-5+-5+-5

SEE SH.2

MAX. DEVIATION OF TANGENTIAL POSITION OFMAX. DEVIATION OF TANGENTIAL

POSITION OF JACKING HOLES

OVER SECTION OF 75250 mm

(44 LEVELS) IS 4 mm

WELDDETAIL 6

INSIDE DIAMETER OF LEG

2-<

1. C080-KV-M-SC-0005 SPECIFICATION FOR FABRICATION OF JACK-UP LEGS

CL

LEG

-75-

-110- =

=

WELDDETAIL 5SCALE 1:5

370


3 100

-90-

=

-65-

25

=


SEE WELD DETAIL 6

75

10

40

3

==

-65-



SEE WELD DETAIL 6

15

-75-

-90-

==

3 60



SEE WELD DETAIL 6

-GRINDING (DETAIL 3) TO BE SPECIFIED BY CLIENT FOLLOWING MATERIAL TEST

OUTSIDE LEGINSIDE LEG

SURFACE ROUGHNESS

R 100 um DIN 2310z

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

+1.5

-1.5

# 461.5

65/75/90

DETAIL 2

1275 43 x 1750 = 75250

+-5

-NUMBER OF HOLES WHICH NEED GRINDING NOT FINAL YET

FLUSH GRINDING OF INTERNAL BUTT WELDS

8 HOLES ACC. DETAIL 2 6 HOLES ACC. DETAIL 2 + 3 25 HOLES ACC. DETAIL 2 5 HOLES ACC. DETAIL 2 + 3

54900

A

A

45

2

64

75

INSIDE

DIAMETER

DETAIL 1

scale 1:5

400

DETAIL 3

CL

LEG

SCALE 1:10

EXTENT OF GRINDING FOR JACKING HOLES

JACKING HOLE

SECTION A-A

NORTH

SOUTHJACKING HOLE

JACKING HOLE

300

LI

FTI

NG

HO

LE

2 x 180^

LIFTING HOLES

-HOLES PRECISION FLAME CUT.

JA

CKI

NG

HO

LE

LI

FTI

NG

HO

LE# 300

+1

-1

2. 9902-97-204 SHOCK ABSORBER IN LEG

JACKING HOLE

120^

120^

120^

SEE DETAIL 2

SECTION B-B

NORTH

SOUTH

JACKING HOLES

3

-110-


==

-90-


70

SEE WELD DETAIL 6

20

17.5

17.5

OUT OF ROUNDNESS

NOT TO SCALE

1:25-<

B

B

16500 8000

FLUSH GRINDING OF INTERNAL BUTT WELD

WITH PIPE SURFACE. (SEE WELD DETAIL 1/2/3/4)

F

F

CC

E E

SHEET 2/2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

levels on



level description

9902-97-070

1:20 9902 97 070 F 2 2 A0

MSC


BAK

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



LEG NO. 1 (SOUTH)


MOPUSTOR

---

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

---

16-10-97

23-10-97

10-11-97

13-11-97

STATOIL SIRI

F

by

C080-KV-SC060-N-XA-6029-2

Approved

EPB

EPB

EPB

EPB

BAK

BAK

BAK

BAK


DETAILS FOR ABSORBER PACK

ROUND BARS MODIFIED

SHEET 2 ADDED LOWER SECTION




---

---

== =

= ==

-30-

-30-

TOP VIEW

SECTION E-E

SECTION C-C

7

8

10

11

60

60^

60

60

60^

60

-30-

typical

SEEDETAIL

10

10

H

1200

2300

50

25

6x60^

REMOVE PART OF WELD AT HOLE ONLY

DETAIL 4

200

50

50

60

430

600

830

R50

600

880

-30-

1500

(I

NSI

DE)

10

10

-30-

-30-

-30-

10

10

H

SCALE 1:5

SEE 12

SCALE 1:2.5

WELD DETAIL 7

1.5 ~ 3

45

30

30

SCALE 1:2.5

WELD DETAIL 8

1.5 ~ 3

45

30

30

SCALE 1:2.5

1.5 ~ 3

45

30

30

SCALE 1:2.5

WELD DETAIL 10

30

1.5

~ 3

30

45

SCALE 1:2.5

WELD DETAIL 12

30

45

1.5 ~ 3

SCALE 1:2.5

WELD DETAIL 11

245

30

WELD DETAIL 9

-30-

SEE

12

9

R50

-30--30-

4

450

-15--15-

6

6

6

6

250

100x45^

30 300

30

305

30

750 750 30300

30

305

30

10

10

670

100

3320

100R

6ALL MATERIAL IS SECT. NR.

(SEE SH. 1)

DETAIL 5TYPICAL SNIPE SCALE 1:2.5

SECTION D-D

D

D

SEE WELD DETAIL 13

30

WELD DETAIL

WELD DETAIL

WELD DETAIL

WELD DETAIL

SEE

SEE

WELD DETAIL

SEE

WELD DETAIL

SEE

WELD DETAIL

SEE

SEE DETAIL 5

SEE REF. 2

SEE WELD DETAIL 14

10

10

H

SEE WELD DETAIL 14

SCALE 1:2.5

WELD DETAIL 14

45

3

30

75

45

F

SECTION F-F

60

6x

WELD DETAIL

SEE

15

2540

15

250

695

WELD DETAIL 15SCALE 1:2.5

30

15

2

45

SOUTH

NORTH

NORTH

SOUTH

FB 250 x 15

SOUTH

NORTH

1050

SCALE 1:2.5

60

60

60

60^

60

60

120

120

120

2200

1055

7

SEE

5H

5

TO BE GROUND FLUSH

100

30

40

15

(40x40 mm)

20

F

SEEDETAIL 6

SCALE 1:5

DETAIL 6SCALE 1:5

150

x60^

100

25

500

-60-

160

500

(1610)

WELDED ON

INSIDE OF LEG

40

TO BE GROUND FLUSH

150

60

LEG

8

H

8SEE WELD DETAIL 17SEE WELD DETAIL 17

WELD DETAIL 17SCALE 1:2.5

10

H

10

H

20x30^

1330

6x 60^

60

45

10

10

250

60

70

-15--15-

6

6

DETAIL

DETAIL 7

18-OFF

SEE DETAIL 6

SEE DETAIL 6

SEE DETAIL 7

F

-

SHEET 1 / 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

levels on



level description

9902-97-071

1:1009902 97 071 F 1 2 A0

MSC


BAK

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



LEG NO. 2 (WEST)


MOPUSTOR

06-05-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

02-07-97

16-10-97

23-10-97

10-11-97

13-11-97

STATOIL SIRI

F

by

CO80-KV-SC060-N-XA-6030-1

Approved

EPB

EPB

EPB

EPB

EPB

EPB

BAK

BAK

BAK

BAK

DON

BAK


GRINDING DETAILS








FOR IDC/TPV

BOTTOMTOP

2

3

4 NV E40

690

390

390

75 (CIRC.SECTION)

90 (CIRC.SECTION)

65 (CIRC.SECTION)

110 (CIRC.SECTION)

75 (CIRC.SECTION)

69 (L) / 46 (T)

55 (L) / 37 (T)

-40^

-40^

-40^

-40^

-40^

SECT

NR.

MATERIAL

TYPE

THICKNESS (t)

(mm.) MIN. AVERAGE

JOULES

TEST

TEMP. ^C

IMPACT VALUE

2

MIN. YIELD

STRES

(N/mm )

355 34 (L) / 24 (T)

NV E690

NV E40

NV A36

NV E690

NV E690

690

690

69 (L) / 46 (T)

69 (L) / 46 (T)

55 (L) / 37 (T)



0^ C. FOR SECTIONS:

WELDING

NOTES

1 2 3

4 5 6







LEG NR.2

1

6

1

6

FOR SECTIONS TO

5

5



NOTE:



+2

-0

10000

MA

X. 5


a

b

10

10995.6 mm

+10-10

a-b < mm

CIRCUMFERENCE OF LEG ROUNDNESS OF LEG

JACKING HOLE

+0.07^-0.07^

120^

+0.07^-0.07^

120^+0.07^-0.07^

120^

SEE DETAIL 1

0^

LEG NR.1






1275

+3

-3

7000

5250

3500

1750

+2.5

-2.5

+2

-2

+1

-1

+1.5

-1.5



1.0

1.01.0

1.0

TOLERANCES

43x1750=75250

STEEL SPECIFICATION


LEG NR.3

I

II

IV

V

VI

IX

X

XI

III

XIII

XIV

VII

VIII

XII

KEYPLAN

XV

NORTH

SOUTH



SECTION3.1.B FOR 6

8750

5

PIPE #3465x-75-

4

PIPE #3500x-110-

2

PIPE #3500x-90-

3

PIPE #3500x-65-

1

PIPE #3500x-75-

1

PIPE #3500x-75-

2

PIPE #3500x-90-

WE

LD

DE

T.5

WE

LD

DE

T.4

WE

LD

DE

T.3

WE

LD

DE

T.2

WE

LD

DE

T.1

WE

LD

DE

T.1

REF. DOCUMENTS

15/30/100

SEE SH.2




(44 LEVELS) IS 4 mm


CL

LEG

-75-

-110- =

=


370

3

-110-


==

-90-


70

SEE WELD DETAIL 6


3 100

-90-

=

-65-

25

=


SEE WELD DETAIL 6

75

10

40

3

==

-65-



SEE WELD DETAIL 6

15

-75-

-90-

==

3 60



SEE WELD DETAIL 6



SURFACE ROUGHNESS

R 100 um DIN 2310z

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

+1.5

-1.5

# 461.5

65/75/90

DETAIL 2


51800

A

A

45

2

64

75

INSIDE

DIAMETER

DETAIL 1

scale 1:5

400

DETAIL 3

CL

LEG

SCALE 1:10


JACKING HOLE

SECTION A-A

NORTH

SOUTH

JACKING HOLE

JACKING HOLE

300 LIFTING HOLE

2 x 180^

LIFTING HOLES


JA

CKI

NG

HO

LE

LI

FTI

NG

HO

LE# 300

+1

-1


JACKING HOLE

+0.07^-0.07^

120^

+0.07^-0.07^

120^+0.07^-0.07^

120^

SEE DETAIL 2

SECTION B-B

NORTH

SOUTH

JACKING HOLES

20

17.5

17.5

WELDDETAIL 6


2-<

OUT OF ROUNDNESS

NOT TO SCALE

1:25-<

#3500

#3465

562514600

104550

104253325010500210009150+-5+-5+-5+-5+-5+-5+-5

1275 43 x 1750 = 75250

+-5



16500 8000


B

B


F

F

SHEET 1 / 2

1

2

3

4

5

6

7

8

9

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

31

32

33

34

35

36

37

38

39

40

41

42

43

44

45

46

47

48

49

50

51

52

53

54

55

56

57

58

59

60

61

62

63

levels on



level description

9902-97-072

1:1009902 97 072 F 1 2 A0

MSC


BAK

Unit



Title



Telephone 31 (0)10 - 2466940

Telefax 31 (0)10 - 2466960



LEG NO. 3 (NORTH)


MOPUSTOR

06-05-97

DR

AWIN

G

ST

AT

US

MAN

MAN

MAN

MAN

MAN

MAN

E

D

C

B

A


by

Checked

by

Client drawing no.

Client

02-07-97

16-10-97

23-10-97

10-11-97

13-11-97

STATOIL SIRI

F

by

CO80-KV-SC060-N-XA-6031-1

Approved

EPB

EPB

EPB

EPB

EPB

EPB

BAK

BAK

BAK

BAK

DON

BAK


GRINDING DETAILS








FOR IDC/TPV

2

3

4 NV E40

690

390

390

75 (CIRC.SECTION)

90 (CIRC.SECTION)

65 (CIRC.SECTION)

110 (CIRC.SECTION)

75 (CIRC.SECTION)

69 (L) / 46 (T)

55 (L) / 37 (T)

-40^

-40^

-40^

-40^

-40^

SECT

NR.

MATERIAL

TYPE

THICKNESS (t)

(mm.) MIN. AVERAGE

JOULES

TEST

TEMP. ^C

IMPACT VALUE

2

MIN. YIELD

STRES

(N/mm )

355 34 (L) / 24 (T)

NV E690

NV E40

NV A36

NV E690

NV E690

690

690

69 (L) / 46 (T)

69 (L) / 46 (T)

55 (L) / 37 (T)



0^ C. FOR SECTIONS:

WELDING

NOTES

1 2 3

4 5 6







LEG NR.2

1

6

1

6

FOR SECTIONS TO

5

5



NOTE:



+2

-0

10000

MA

X. 5


a

b

10

10995.6 mm

+10-10

a-b < mm

CIRCUMFERENCE OF LEG ROUNDNESS OF LEGJA

CKING

HOLE

+0.07^-0.07^

120^

+0.07^-0.07^

120^+0.07^-0.07^

120^

0^

LEG NR.1






1275

+3

-3

7000

5250

3500

1750

+2.5

-2.5

+2

-2

+1

-1

+1.5

-1.5



1.0

1.01.0

1.0

TOLERANCES

43x1750=75250

STEEL SPECIFICATION


LEG NR.3

I

II

IV

V

VI

IX

X

XI

III

XIII

XIV

VII

VIII

XII

KEYPLAN

XV

NORTH

SOUTH



SECTION3.1.B FOR 6

8750

REF. DOCUMENTS

15/30/100




(44 LEVELS) IS 4 mm


CL

LEG

-75-

-110- =

=


370

3

-110-


==

-90-


70

SEE WELD DETAIL 6


3 100

-90-

=

-65-

25

=


SEE WELD DETAIL 6

75

10

40

3

==

-65-



SEE WELD DETAIL 6

15

-75-

-90-

==

3 60



SEE WELD DETAIL 6



SURFACE ROUGHNESS

R 100 um DIN 2310z

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

MA

X. 0.5

+1.5

-1.5

# 461.5

65/75/90

DETAIL 2


45

2

64

75

INSIDE

DIAMETER

DETAIL 1

scale 1:5

400

DETAIL 3

CL

LEG

SCALE 1:10


JACKING HOLE

SECTION A-A

NORTH

SOUTH

JACKING HOLE

JACKING HOLE

300

LI

FTI

NG

HO

LE

2 x 180^


JA

CKI

NG

HO

LE

LI

FTI

NG

HO

LE# 300

+1

-1


JACKI

NG HOL

E

120^ 120^

120^

SEE

DETAI

L 2SECTION B-B

NORTH

SOUTH

JACKING HOLES

20

17.5

17.5

WELDDETAIL 6


2-<

OUT OF ROUNDNESS

NOT TO SCALE

1:25-<

#3500 BOTTOMTOP

#3465

SEE DETAIL 1

562514600

104550

5

PIPE #3465x-75-

4

PIPE #3500x-110-

10425

2

PIPE #3500x-90-

3325010500210009150

3

PIPE #3500x-65-

1

PIPE #3500x-75-

1

PIPE #3500x-75-

2

PIPE #3500x-90-

WE

LD

DE

T.5

WE

LD

DE

T.4

WE

LD

DE

T.3

WE

LD

DE

T.2

WE

LD

DE

T.1

WE

LD

DE

T.1

+-5+-5+-5+-5+-5+-5+-5

SEE SH.2

1275 43 x 1750 = 75250

+-5



54900

A

A

LIFTING HOLES

B

B

16500 8000



F

F

DNV GL ©

RISER CAISSON

27

RISER CAISSON AT LEG 3 (LEG C2, NORTH LEG)

DNV GL ©

SAFER, SMARTER, GREENER

www.dnvgl.com

28

Documents

Package 2_GVI Inspection Plan Topside Siri._final_Rev 1