K6000010 RevB

TOTAL NO. OF SHEET ( 1 ) 1/26

2 TPOT DAMIR GLAVANTPOT

4

CHOPRA

ITEM DWG. NO. REV NO

B SC LEE 15/03/2008A PJ DING 04/03/2008

REV. NO REVISED BY REV. DATE

QA/QC

1 ZULAIHA

BD 1 SC LEEHC JC CHEN

HFP

MF MV RAOEF CH LER

9 SECTION

ABSCLASS :

REV. BSCALE: N/A

JSPL DWG NO.

K6000010

SECTION MANAGER

TPOT DWG NO.

QUANTITY : ONE VESSEL

METERING SKID LIFTING PROCEDURE

QUEENSWAY FSO

15/03/2008

DRAWER

CHARG. ENG

PROJECT:

TPO17-JSPL-NA-PR-0004

LIST OF REFERENCED DRAWINGS AND DOCUMENTS USED FOR DRAWINGS

PROJECT MANAGER

DESCRIPTION OF REVISION

DRAWING NO. OR DOCUMENTS TITLE

JOB NO.

21-9381

RE-ISSUED FOR APPROVALHP MGR

EST

SALES

1

GENERAL MANAGER

CHECKER

DATE ISSUED

DATE DRAWN

EN

GIN

EE

RIN

GD

EP

AR

TME

NT

PJM

HFF

BIBLIOGRAPHY

CLASS

OWNER

ME MGR

HP

ME

HS

CENT. FILES

ENGINEERING DEPARTMENT

JURONG SHIPYARD PTE LTDSINGAPORE

DISTRIBUTIONTOTAL

BH LEE

ANAND

HS MGR

ISSUE FOR APPROVAL

PJM

PF

PF MGR

SEATECH

PREPARED BY JSPL'S ENGINEERING DEPARTMENT.FOR HULL NO : 21-9381

IFC

BF/HC

(A Subsidiary of SembCorp Marine Ltd)

Certificate Number: 31453

m

lytilauQSBA

avE

Management Syste

.

noitacifitreC

cnI

snoitau

,

1 GENERAL 3

2 CONDITION OF THE EQUIPMENTS TO BE LIFTED 3

3 INSPECTION 3

4 CHAIN OF COMMAND 4

5 ENVIRONMENTAL CRITERIA 5

6 LIFTING OPERATION 5

7 LIFTING CAPACITY 6

8 RIGGING ARRANGEMENT 7

9 MOORING PLAN 7

10 APPENDIX 1 LIFTING PLAN 8

11 APPENDIX 2 RIGGING ARRANGEMENT 11& CG LOCATION

12 APPENDIX 3 SPREADER BEAM STRESS ANALYSIS & 13SLING AND SHACKLES STRENGTH CALCULATION

13 CERTIFICATES 22

TABLE OF CONTENT

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21-9381 FSO QUEENSWAY METERING SKID INSTALLATION PROCEDURE

PREPARED BY ENGINEERING DEPARTMENT

1. GENERAL

1.1 Lifting of Metering Skid to be carried out according to this procedure so as to

ensure that all safety aspects have been met.

1.2 Yard’s project manager to inform all parties concerned two days before the lift.

1.3 Job Safety Analysis (JSA) shall be performed by the yard to all yard personnel

that involved in this lifting before lift.

2. CONDITIONS OF THE EQUIPMENTS TO BE LIFTED

2.1 Metering Skid shall be as near to planned condition as possible. All primary

welding are to be completed, inspected, ndt’d and signed.

2.2 All spare parts or components and loose items installed during the erection

process are to be firmly secured in their positions, and care to be taken when

welding to secure external structure so no damage occurs. Tack welding shall be

avoided. All hinged, swinging and movable items shall be secured in their normal

positions.

2.3 The area where the Metering Skid is going to be set is also to be inspected in the

same manner. Guide pieces for setting are also to be fitted.

2.4 All area on the Metering Skid shall be free of any standing liquid prior to lifting.

3. INSPECTION

3.1 Prior to lifting, Owner, Yard and crane barge operator / lifter are to verify all lifting

gears used tally with submitted certificates. Crane operators / lifter are allowed

to substitute or add shackles and slings provided if it does not jeopardize the

safety of the operation and the lifting gears must come with a valid certificate.

Crane barge operators/ lifter must obtain approval from owner, project manager

and LOC surveyor for changes prior to lifting.

3.2 Owner, Marine Warranty Surveyor (MWS) and Yard are to conduct a joint

inspection of the metering skid before the lifting operation to identify & clarify

weights, loose items to be removed, checking that items are secured as well as

general condition of the equipments. Any fitting which may cause delay to the

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operations is to be removed. Before inspection a joint J.S.A./tool box meeting is

to be organized.

3.3 Carry out MPI for lifting lug before lifting, NDT & visual records of the lifting points

are to be submitted by FMC (QA) to the owner for inspection prior to

commencement of lifting operation. This should be done by FMC.

3.4 Check that all sea fastening have been removed before lift.

3.5 Before the lift, MWS, Owner, Yard and Crane operator are to check whether the

lifting gears are correctly rigged.

3.5 Safety officer from yard will monitor the whole process and barricade will be set

up. A heavy lifting permit will be approved by the safety officer before lift.

4. CHAIN OF COMMAND

Before starting the lifting procedure, the chief-in-command responsible for the decision

to proceed with the operation should be satisfied that the following conditions are

complied with:

4.1 The environmental conditions including the weather forecasts are such that the

operations can be completed in a well controlled manner and in accordance with

the design assumptions of this procedure.

4.2 All personnel should be properly brief and are standing by.

4.3 The crane and all equipment for the operation are correctly rigged and ready to

be used.

4.4 Obstacles which may unduly delay the operations have been removed.

Chief –In CommandYard Project Manager

Owner Representative

Yard Operation Personnel

Qualified lifter & Shore Crane

Operators

EngineeringBH LEE

MWS

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Communication between Yard operation team, Shore crane operators and lifter is

via mobi-talk or walkie- talkie.

5. ENVIRONMENTAL CRITERIA REV B

The condition of wind, wave and current must be favorable to ensure a safe lift. The

operation may be delayed or postponed if conditions exist are likely to preclude safety.

All passing vessel are to be warned and slowed down to minimize the wave and swell.

This will be done using alarm horns.

Tide The lifitng operation can be conducted any time during the day.

Consensus Lifting operation shall not be initiated unless the floating crane Master, lifter, owner,

JSPL representative, MWS, all parties agree that the lifting conditions are safe.

6. LIFTING OPERATION

6.1 Rig up slings and shackles

6.2 Metering Skid is lifted from original position (transportation barge with size 46m

(L) x 15m (B) x 3.5m (H) by floating crane barge PWL 1501. REV B

6.3 At the beginning of lifting, the crane load should be gradually increased until the

metering skid is free from the supporting point, check and confirm the load status

is in order.

6.4 When the skid is lifted up 300MM from the supporting level, check the balancing

of the skid and determine if the level should be adjusted.

6.5 Continue the lifting process.

6.6 Raise the crane hook; adjust the height of the hooks to achieve designed height.

Metering skid (hanging) moved towards to the installed location (lifting plan see

appendix 1).

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6.7 The skid is slowly lowered to its installed location. All guide piece and marking

shall be properly aligned. The skid is held by slings in final position and secured

in position.

6.8 Release the crane’s hook when installation process is done and inspected by

both owner representative and yard project manager.

7. LIFTING CAPACITY REV B

Metering Skid Particulars:

Weight = 59.528 mt

Size 17.8m x 6.25m x 9.6m

CG Location: Refer to Appendix 2 Rigging arrangement & CG location

Transportation Barge:

Barge dimensions are 46m x 15m x 3.5m Floating Crane:

PWL-1501 1500mt Floating sheer leg crane

Crane boom: 80m A-frame

Hook: 2 x 750mt main hooks and 1 x 200mt auxiliary hook

Crane Capacity (Aux hook):

Outreach 45 m

Lifting Capacity @ 45m 200 mt

Maximum hook height (from floating

crane main deck) @ 45m 73 m

Boom Angle 58 deg

Refer to Appendix 1 Lifting Plan for details.

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8. RIGGING ARRANGEMENT REV B

The detail of the rigging arrangement is shown in Appendix 2. The conceptual of the

arrangement is based on rigging arrangement that proposed by FMC. Spreader bar

stress calculation (by FMC), sling and shackle strength calculation (by JSPL) are shown

in appendix 3. All slings and shackles certificates are attached in Appendix 4.

Spreader beam

1 set of Steel 80mt spreader beam 6m (L) x 400mm x 32MM I section with two lifting pad

eyes on top and bottom (by FMC).

Slings

• Ø 64mm x 8m , Steel wire sling c/w soft eye both ends both ends, Proof load

109.6mt (by Pacific Workboat, PWL).

• Ø 78mm x 12m, Cable Laid Grommet, Maximum Test Load 478mt, (by Pacific

Workboat, PWL).

Shackle

• Crosby G-2130 SWL 85mt x 2 sets (by PWL)

• SWL 55mt x 4 sets (by PWL)

• Green Pin SWL 85mt x 4 sets (by PWL)

9. MOORING PLAN REV B

Refer to Appendix 1 Lifting Plan for floating crane and barge mooring plan.

In general, the mooring lines are pre-set prior to lifting so as to ensure a smooth

maneuvering from transport barge to vessel. Detail mooring arrangement to be decided

on site based on crane barge’s Captain’s requirement and to the satisfaction of MWS

site surveyor.

Two tug boats should be available for the lifting operation.

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APPENDIX 1

LIFTING PLAN

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APPENDIX 2

RIGGING ARRANGEMENT & CG LOCATION OF METERING SKID

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APPENDIX 3

SPREADER BEAM STRESS ANALYSIS, SLINGS AND SHACKLES

STRENGHT CALCULATION

13/26

METERING SKID RIGGING CALCULATION

CALCULATED WEIGHT 59.60 L1 5329CONTINGENCY FACTOR 1.10 10% of 59.6mt L2 6277GROSS WEIGHT 65.56 L3 2910DYNAMIC FACTOR 1.00 lift from quay side L4 3183LIFT WEIGHT 65.56RIGGING WEIGHT 4.20 7% of 59.6mtHOOK LOAD 69.76

RIGGING WEIGHTT1 T2 T3 T4 SPREADE

R UPPER TOTAL

0.75 0.75 0.75 0.75 1.2 4.2

SLING FORCEPLANE T1 T2 T3 T4ANGLE 60 64 60 64

PADEYE RESOLVED LIFT WEIGHT ( VERTICAL LOAD AT EACH PADEYE )T1 + T2 = 34.25

T3 + T4 = 31.31

T1 T2 T3 T4 TOTAL

18.52 15.73 16.93 14.38 65.56

VERTICAL PADEYE LOAD = PADEYE RESOLVED LIFT WEIGHT X SKLT1 T2 T3 T4

23.15 19.66 21.17 17.97

RESOLVED PADEYE LOAD = VERTICAL PADEYE LOAD / SIN ( SLING ANGLE )

T1 T2 T3 T4 SKEW LOAD FACTOR 1.25

26.74 21.87 24.44 19.99

SLING FORCE = (VERTICAL LOAD + SLING WEIGHT)/ SIN ( SLING ANGLE )T1 T2 T3 T4

27.60 22.70 25.31 20.83

L1L2 300 mm

COG SHIFTING L3L4 150 mmCG SHIFT TO T1 CG SHIFT TO T3L1 5029 L1 5029L2 6577 L2 6577L3 2760 L3 3060L4 3333 L4 3033T1 + T2 = 35.86 T1 + T2 = 32.63T3 + T4 = 29.70 T3 + T4 = 32.93T1 T2 T3 T4 T1 T2 T3 T4

20.32 15.54 16.83 12.87 18.49 14.14 18.66 14.27

CG SHIFT TO T2 CG SHIFT TO T4L1 5629 L1 5629L2 5977 L2 5977L3 2760 L3 3060L4 3333 L4 3033T1 + T2 = 35.86 T1 + T2 = 32.63T3 + T4 = 29.70 T3 + T4 = 32.93T1 T2 T3 T4 T1 T2 T3 T4

19.62 16.25 15.29 14.40 16.81 15.83 16.96 15.97

SUMMARY OF SLING VERTICAL LOAD T1 T2 T3 T4

BASE CASE 18.52 15.73 16.93 14.38

CG SHIFT TO T1 20.32 15.54 16.83 12.87

CG SHIFT TO T3 18.49 14.14 18.66 14.27

CG SHIFT TO T2 19.62 16.25 15.29 14.40

CG SHIFT TO T4 16.81 15.83 16.96 15.97MAX VERTICAL UPPER SLING LOAD 20.32 16.25 18.66 15.97

20/26

SHACKLE CHECK

Max Expected load = Max. Vertical Upper Sling Load x Skew Load Factor

LIFT POINT SHACKLE SWL MAX

EXPECTED LOAD

SLING FORCE

SLING FORCE/

DYNAMIC FACTOR

FACTOR OF SAFETY COMMENTS

T1 SWL 55T CROSBY G-2130 55 25.40 30.20 30.20 1.82 OK

T2 SWL 55T CROSBY G-2130 55 20.31 23.43 23.43 2.35 OK

T3 SWL 55T CROSBY G-2130 55 23.32 27.80 27.80 1.98 OK

T4 SWL 55T CROSBY G-2130 55 19.96 23.04 23.04 2.39 OK

SLING CHECKMIN REQUIRED MBL = SLING LOAD X 2.25 / MIN(TERMINATION EFF., BENDING EFF)

FACTOR OF SAFETY = SLING MBL X MIN ( TERMINATION EFF., BENDING EFF) / SLING LOAD

LIFTING POINT SLING SLING Φ PIN Φ PIN/SLING BENDING FACTOR

TERMINATION EFF

GOVERNING FACTOR

T1 64mm X 8m 64 65 1.02 0.50 0.75 0.50

T2 64mm X 8m 64 65 1.02 0.50 0.75 0.50

T3 64mm X 8m 64 65 1.02 0.50 0.75 0.50

T4 64mm X 8m 64 65 1.02 0.50 0.75 0.50

LIFTING POINT LOAD GOV. FACTOR

MIN REQD MBL

USED MBL

FACTOR OF SAFETY COMMENTS

T1 30.20 0.50 134.86 219.20 3.66 OK

T2 23.43 0.50 104.61 219.20 4.71 OK

T3 27.80 0.50 124.13 219.20 3.97 OK

T4 23.04 0.50 102.90 219.20 4.79 OK

21/26



APPENDIX 4

CERTIFICATES

(FOR THOSE CERTIFICATES ARE NOT ATTACHED IN THIS REVISION

WILL BE PROVIDED ONE DAY BEFORE LIFT i.e 17 MARCH 2008)

€ngsGonsultlng 438 Alexandra Road#09-01 Alexandra Point

Singapore 1t9958Tel: (65) 6270 8663 / Fax: (65) 6270 9987

Page l of I

sG-1704572-132Project lD Number: Repo.t Number: Office Location:

WITNESS INSPECTION & TESTINGof

USED GREEN PIN SHACKLES

rhis is fo certify thatthe undersigned representative of ABS consulting, did at the requestof Messrs.

FRANKLIN OFFSHORE INTERNATIONAL PTE LTD

attend at the yard premises of 11, Pandan Road, Yard Premises, Singapore, on the 04thApril 2007 and dates thereafter, to witness and inspect the captioned equipment.We report as follows :

L-1501-GP55T-1L-1501-GP55T-2L-150't-55T-3L-1501-55T-4

4 pcs Used Green PinNut Shackles.s.w.L. :Proof Load Applied :

Bow Bolt and

55.0 m.ton110.0 m.ton

Upon completion of tension test, above shackles were laid on workshop and visuallyexamined on body, pin and nut assemblies. All shackles were visually inspected with novisible defects found.

Calibration of the testing machine traceable to DNV certificate DNV/SUC2OO61974 dated18 Oct 2006.

This factual statement of the visual inspection and test carried out andis issued

LeongSurveyor,ABS

Thiscert i fcalsorreport is9rantedol issUsdsUbj€ct lot . tecondi t ionl ,hat i t isUnde6tood€ndagredlhatnohinghe� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �sUpp| .sr ' rep6ireroroPeratolofanywafanty 'expressor imp| i€dandABsGconsU|t jn9lnc ' l lsbi | i tysh6| |bel imi tedtotheactsandornissionsof i tsemp|oyees'agenF'andsUbcon|rac|oG.lJndernocircums|ancewhalso€v€.sha||ABsGconsU|tiag|nc'be|iab|efolanyiniUrordamageto€nype6onolprope'tyoccUlringbyrea5ond��misuseofolanydefecl inmateda|s 'macniner,eqUipmentoroth€. i t€msothel lhandefec|s in. tsrnsactUa| |y inspectedbyAasGconsu| l ing|nc-anda� |nab|gbynoma||yac6p|gdlssting3|andards.ordsisctsrfectedindocumenlsrsvi€w€dbyABsGconsU|tin9|nc,andssced,ainab|€bynona|lyacceptedtestingstandal(ts'oldefectsrefddiid�menisreviewed by ABSG Consulting Inc. and which are covered by this cedificate or rsporr.

Conditioi, Damage, P&t, Machinery, & Cargo Surveys / Owner's Rep. / Ctass Record Reviews

24/26

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