appea guidelines for lifting equipment appendicies
TRANSCRIPT
Page 37
APPENDIX A
REFERENCE DOCUMENTS
Page 38
LEGISLATION
1. Petroleum (Submerged Lands) Act 1967 [P(SL)A]
2. Petroleum (Submerged Lands) Act: Schedule of Special Requirements as to OffshorePetroleum Exploration and Production
3. Petroleum (Submerged Lands) Act: Petroleum (Submerged Lands) Act (Management ofSafety Of Offshore Facilities) Regulations 1996
4. Navigation Act 1912 and associated Regulations and Marine Orders
MO Part 43 “Dangerous Cargoes”MO Part 44 “Safe Containers”MO Part 59 "Offshore Support Vessel Operations"
5. Explosives and Dangerous Goods Act6. Occupational Health, Safety and Welfare Act7. WA: Occupational Safety and Health Act 1984 and Associated Regulations 19968. NT: Work Heath Act 19929. NT: Work Health - Occupational Health and Safety Regulations 1992
AUSTRALIAN AND NEW ZEALAND STANDARDS ETC.
10. AS ISO-1000 The International System of Units and its Application11. AS 1138 Thimbles for Wire Rope12 AS 1171 Non-Destructive Testing Magnetic Particle Testing of Ferromagnetic
Products, Components and Structures13. AS 1163 Structural Steel Hollow Sections14. AS 1353 Flat Synthetic Webbing Slings15. AS 1380 Fibre Rope Slings16. AS 1418 Cranes (Including Hoists and Winches)17. AS 1438 Wire - Coil Flat Slings18. AS 1504 Fibre Rope – Three Strand Hawser Laid19. AS/NZS 1554 Structural Steel Welding20. AS 1650 Hot-Dipped Galvanised Coatings on Ferrous Articles (superseded in part
by AS/NZS 4534 but remains current)21. AS 1657 Fixed Platforms, Walkways, Stairways, Ladders,22. AS 1664 Aluminium Structures23. AS 1666 Wire Rope Slings24. AS 2068 Flat Pallets for Materials Handling25. AS 2076 Wire Rope Grips for Non-Lifting Applications26. AS 2089 Sheave Blocks for Lifting Purposes27. AS 2207 Non-Destructive Testing for Ultrasonic Testing of Fusion Welded Joint in
Carbon and Low Alloy Steel28. AS/NZS 2312 Guide to the Protection of Iron and Steel against Exterior Atmospheric
Corrosion29. AS 2317 Collared Eye-bolts30. AS 2318 Swivels for Hoists31. AS 2319 Rigging Screws and Turnbuckles32. AS 2321 Short Link Chain for Lifting Purposes (Non Calibrated)33. AS 2550(1982) Cranes - Safe Use34. AS 2741 Shackles35. AS 2759 Steel Wire Rope - Application Guide36. AS 3569 Steel Wire Ropes37. AS/NZS 3678 Structural Steel - Hot Rolled Plates, Floor Plates and Slabs
Page 39
38. AS/NZS 3679.1 Structural Steel - Part 1: Hot Rolled Bars and Sections39. AS/NZS 3679.2 Structural Steel - Part 2: Welded I Sections40. AS 3775 Chain Slings - Grade T41. AS 3776 Lifting Components for Grade T Chain Sling42. AS 3777 Shank Hooks and Large Eye Hooks - Maximum 25 Tonne43. AS 3990 Mechanical Equipment – Steelwork44. AS 4048 Flat Pallets for Materials Handling (1100mm x 1100mm Suitable for use in
ISO Series 1 Freight Containers)45. AS 4100 Steel Structures46. AS 4142 Fibre Rope47. AS 4497 Round slings - Synthetic Fibre, Parts 1 & 248. AS B291 Lifting Rings & Links
INTERNATIONAL STANDARDS49. API RP 2A Recommended Practice for Planning, Designing and Constructing Fixed
Offshore Platforms50. API Spec 2c Specification for Offshore Cranes51. API RP 2D Recommended Practice for Operation and Maintenance of Offshore Cranes52. API Spec 9a Specification for Wire Rope53. API RP 9B Recommended Practice on Application, Care and Use of Wire Rope54. AWS D1.1 Structural Welding Code – Steel for Oil Field Service55. BS 2573 Rules for the Design of Cranes56. BS 2903 Higher Tensile Steel Hooks for Chains/Slings Blocks and General
Engineering Purposes57 DNV Marine Operations - Part 2: Operation Specific Requirements, Chapter 5:
Lifting.58. DNV Marine Operations - Part 2: Operation Specific Requirements, Chapter 6:
Sub-sea Ops.59. DNV Certification notes No 2.7-1. Offshore Containers60. DNV Certification notes No 2.7-2. Offshore Service Containers61. EN 818-2 Short link chain for lifting purposes - Safety - Medium tolerance chain for
chain slings - Grade 862. EN 818-4 Short link chain for lifting purposes - Safety - Chain slings - Grade 863. EN 12079 European Committee for Standardisation. - Offshore Containers-Design,
Construction, Testing, Inspection and Marking.64 IMO Maritime Safety Committee Circular 86065. Lloyds Code for Lifting Appliances in a Marine Environment.66. PREN1677-1 Components for Slings - Safety - Part 1: Forged Steel Components, Grade
867 PREN1677-4 Components for Slings - Safety - Part 4: Links, Grade 8
Page 40
OTHER DOCUMENTS
68. IICL Guide for Container Equipment Inspection69. IICL Repair Manual for Steel Freight Containers70. AMOG/ESSO Factors of Safety for Lifting Slings used in Offshore Supply Boat
Operations71. AMOG Investigation of Dynamic Amplification Effects During Offshore Lifting.72. AMSA Australian Offshore Vessel Code of Safe Working Practice.
Note: Institute of International Container Lessors Ltd. (IICL) references 68 and69 have been prepared for International Shipping Containers and notOffshore Containers. They do however provide a good general guidancefor containers.
Page 41
APPENDIX B
DEFINITIONS
Page 42
Alter: To change the design of, add to or take away from the equipment where thechange may affect health and safety, but does not include routinemaintenance, repairs or replacements.
AMSA: Australian Maritime Safety Authority.
Approved: Approved by the Operating Company, regulator, authority or society.
AS: Australian Standard.
Asset Owner: Entity that owns “Lifting Equipment”.
Certificate ofConformity:
A certificate issued by a body as described in Section 2.6 and in accordancewith Section 5.13. The issuance of this certificate indicates to owners,users and transporters of the container that the unit is “fit for intendedservice”.
The certificate is only to be issued when the accredited facility has ensuredthat the container meets all the requirements detailed in APPEA Containermanagement documents.
Where there is an existing doubt, the equipment owner should ensure thatthe container design is verified against the requirements of the APPEAGuidelines by a qualified structural engineer.
Certified visualinspection:
Inspection of “Lifting Equipment” accompanied by a report bearing theendorsement stamp of the appropriate inspection body or classificationsociety.
The inspection must be signed by an authorised signatory. It typicallyincludes visual, material dimensional, and material thickness checks,opening up and dismantling as considered necessary by the Inspector maybe required.
COG: Centre of Gravity.
CompetentPerson:
A person having practical and theoretical knowledge and relevantexperience, such as will enable that person to detect and evaluate anydefects and weaknesses that may affect the intended performance of theequipment.
Container: “Lifted Equipment” used in lifting and transport operations (see Section1.3).
CSC Convention for Safe Containers
DAF: Dynamic Amplification Factor.
DesignatedInspector/Surveyor/Verifying body:
A representative of a Classification Society or an inspection body or averifying body registered with the statutory body to perform certain surveysor inspections and issue certificates of inspection on behalf of the StatutoryAuthority.
DME: Department of Minerals and Energy.
Engineer: A person qualified to be a Member of the Institute of Engineers, Australia(MIE Aust.) or recognised equivalent who is competent and has adequateexperience to assure that the technical requirements of this standard aremet.
Page 43
Engineered Lift: A lift which due to constraints, circumstances or specialised engineeringinput is beyond the scope of these guidelines. An engineered lift willtypically require modification to acceptance criteria and will thereforerequire a higher level of management and possible approval from therelevant authorities prior to being carried out.
EquipmentContainer:
Enclosure or frame designed specifically for lifting a particular item ofequipment or containing permanent fixtures such as a workshop. Thecontainer with contents remains at a constant mass and centre of gravityand would normally have dedicated rigging attached via pad eyes. Itincludes drilling support equipment, welding units, air compressor unitsand workshops.
Gross Mass: The maximum permissible combined weight of a cargo container and itscontents, ie. Maximum Gross Mass = Tare Weight + Net Weight measuredin kilograms (This is also known as Gross Weight measured in kilograms).
IMO: International Maritime Organisation.
Inshore Lift: Lifting to or from a vessel at a sheltered wharf. This may be performedusing either a vessel based or a shore based crane.
Inspection“body”:
An organisation accredited by the National Association of TestingAuthorities - Australia (NATA) to perform certain types of inspections andissue endorsed reports. These reports meet the requirements of the P(SL)Aschedule for test reports.
Inspector: Any person carrying out inspection of “Lifting Equipment”. Examples ofInspectors are representatives of NATA accredited establishments, riggers,crane drivers, welders, NDT technicians, QC inspectors, QC managers andqualified engineers. The qualifications of the Inspectors are dependent onthe type of inspection being performed. In all cases, the Inspector shallhave experience and training suitable to the inspection being performed.Where inspections referred to in this document require specificqualifications, these have been given in the appropriate section.
LiftedEquipment:
Equipment that the rigging connects to (Refer to Section 1.3).In the case of machinery, valves, etc with attached pad eyes, this termrefers to the machinery or valve.
Lifting Device: An item equipped with mechanical means for moving or placing a freelysuspended load.
LiftingEquipment:
Means an item or an integrated assembly of items designed to convey or foruse in conveying people, equipment or materials and includes “LiftingGear” and “Lifting Devices”. It also may be referred to as materialshandling equipment.
Lifting Gear: An item of equipment for use with a “Lifting Device” for lifting people,equipment or materials. The item is designed to be detachable from thecrane and includes both rigging and “Lifted Equipment”.
Lifting Points: Points on a structure to which rigging is attached, such as pad eyes.
Lift Weight: The total mass of the load including crane wire rope over head sheave,hook, hook block, and all rigging.
Maintenance: The activity of monitoring, inspecting, testing, refurbishing and replacingof plant and equipment within its pre-existing design specifications.
May: Indicates a discretionary action.
Page 44
MBL: Minimum breaking load.
MGM Maximum Gross Mass
MO: Marine Orders.
MODU: Mobile Offshore Drilling Unit.
MPI: Magnetic particle inspection.
NATA: National Association of Testing Authorities, Australia.
NDT: Non-Destructive testing, including magnetic particle, ultrasonics.
Net Weight: The maximum permissible weight of the contents of a container inkilograms.
New Container: Container constructed after the issue date of this document.
NTDME: The Northern Territory Department of Minerals and Energy.
OffshoreContainer:
An item of Lifted Equipment designed for the movement of equipment ormaterials to, from and at offshore installations.
Offshore Lift: A lift performed in unsheltered waters between two vessels, between aplatform and a vessel, or between a platform and the seabed.
Onshore Lift: Lifting about an onshore location not involving a vessel.
Proof Load: The test load required by the Code or Standard for the specific equipment.
ResponsiblePerson:
A person who is responsible to any one of:• the designer of the equipment• the manufacturer of the equipment• a competent testing establishment• the owner of the equipment• a classification society• the operating company
for carrying out design, testing, inspection, certification or determination ofsafe working loads of “Lifting Equipment”.
Rigging: Equipment which is designed for repetitive use, to be readily detachablefrom a “Lifting Device” and which constitutes all or part of a liftingassembly that connects a load to the “Lifting Device”.
Safe WorkingLoad (SWL):
The maximum gross load which may be imposed for a specific use in orderto allow an adequate margin of safety. The SWL may equal but neverexceed the working load limit (WLL),
eg. In AS 1418 part 1 for Class 3 load applications, the SWL = WLL, for Class 4 and 5 applications, the SWL = 0.8 WLL.
Safe working load of a crane is the maximum mass which is permitted tobe safely handled by the crane. Safe working load of a lifting attachmentis the maximum mass that is permitted to be safely handled by the liftingattachment.
Shall: Indicates a mandatory requirement.
Should: Indicates a recommended requirement.
Sling Angle: The angle the leg of a sling makes with the horizontal. Typically within therange of 60 to 90 degrees.
StatutoryAuthority:
An Authority having statutory powers to control the design, manufacture,use and testing of “Lifting Equipment” in the State or Territory within theCommonwealth of Australia in which the equipment is used.
Page 45
Tare Weight: The weight of an empty container or the weight of a lifting beam or liftingframe, complete with dedicated components, in kilograms.
Testing: Testing, in the context of inspection, means such tests carried outperiodically by a responsible person, in conjunction with inspection, atperiods defined by this document.
Testing “body”: An organisation accredited by the National Association of TestingAuthorities (Australia) to perform certain types of tests and issue endorsedreports. These reports meet the requirements of the P(SL)A schedule fortest reports.
Tugger Winch Construction aid not intended for lifting
Type TestCertificate
A certificate, similar to a Certificate of Conformity, but issued to indicatethat a generic design of offshore container meets the requirements of theAPPEA Guidelines. Testing requirements are in accordance with DNV2.7-2 and may include drop testing. If a Type Test Certificate is issued for ageneric design then subsequent testing of individual offshore containersfabricated to that design may be less extensive than would otherwise berequired.
VisualInspection:
A detailed visual examination and other such measures considerednecessary by an Inspector to determine the condition of the “LiftingEquipment”. Inspection may include visual, dimensional.
WADME: The Western Australian Department of Minerals and Energy.
Winch A lifting device capable of freely suspending a load by means of a wirerope wound on a drum.
Page 46
APPENDIX C
OFFSHORE WIRE ROPE AND CHAIN SLINGS
Page 47
TABLE C1
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFSINGLE-PART SINGLE LEG SLINGS WITH 1570 GRADE WIRE AND FIBRE-ROPE CORE
WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8 9 10 11 12Choke Hitch Basket Hitch
DirectLoaded Round
LoadRectangular
Load Round Load Other than Round Load
Method of Loading
Included Angle (αα) - - - 0 60 90 120 0 60 90 120
10.95
1
0.750.95
1
0.50.95
1
20.95
1
1.730.95
1
1.410.95
1
10.95
1
10.95
1
0.870.95
1
0.710.95
1
0.50.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
32
74.386.2113
143176213
253297345
450
1.241.41.8
2.32.93.5
4.24.95.7
8.1
0.931.071.4
1.72.22.6
3.13.74.3
5.6
0.620.710.94
1.191.41.7
2.12.42.8
3.7Note: The Operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4
Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 48
TABLE C2
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFTWO LEG, THREE LEG AND FOUR LEG SLINGS
WITH 1570 GRADE WIRE AND FIBRE-ROPE CORE WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8Choke Hitch
Method of Loading Direct LoadedRound Load Other than Round Load
SingleWrap
DoubleWrap
SingleWrap
DoubleWrap
Included Angle (αα) 0 to 60 90 120 0 to 45 0 to 60 0 to 45 90 to 60
1.730.95
1
1.410.95
1
10.95
1
1.30.95
1
0.870.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
32
74.386.2113
143176213
253297345
450
2.12.43.2
4.15.06.2
7.89.911.5
15.0
1.752.02.6
3.34.15.0
5.97.39.2
12.2
1.241.431.88
2.32.93.5
4.24.95.7
8.1
1.61.82.4
3.13.84.6
5.46.58.1
11.3Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4
Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 49
TABLE C3
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OF SINGLE-PART SINGLE LEG SLINGSWITH 1770 GRADE WIRE AND WIRE-ROPE CORE WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8 9 10 11 12Choke Hitch Basket Hitch
DirectLoaded Round
LoadRectangular
Load Round Load Other than Round Load
Method of Loading
Included Angle (αα) - - - 0 60 90 120 0 60 90 120
10.95
1
0.750.95
1
0.50.95
1
20.95
1
1.730.95
1
1.410.95
1
10.95
1
10.95
1
0.870.95
1
0.710.95
1
0.50.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
323640
444852
5660
107124161
204252305
363426494
646817
1010
122014501710
19802270
1.782.02.6
3.44.25.0
6.07.59.4
12.515.819.5
23.628.0
-
--
1.341.552.0
2.53.13.8
4.55.36.2
9.111.814.6
17.721.024.8
28.7-
0.891.031.34
1.702.102.5
3.03.54.1
5.37.19.7
11.814.016.5
19.121.9
Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 50
TABLE C4
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFTWO LEG, THREE LEG AND FOUR LEG SLINGS
WITH 1770 GRADE WIRE AND WIRE-ROPE CORE WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8Choke Hitch
Direct LoadedRound Load Other than Round Load
Method of Loading
SingleWrap
DoubleWrap
SingleWrap
DoubleWrap
Included Angle (αα) 0 to 60 90 120 0 to 45 0 to 60 0 to 45 90 to 60
1.730.95
1
1.410.95
1
10.95
1
1.30.95
1
0.870.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
323640
44
107124161
204252305
363426494
646817
1010
1220
3.13.64.7
5.97.810.2
12.114.216.5
21.627.4
-
-
2.522.93.8
4.85.97.7
9.911.613.4
17.622.327.6
-
1.782.072.68
3.44.25.1
6.17.59.5
12.515.819.5
23.6
2.32.73.5
4.45.56.8
8.810.712.4
16.220.525.4
-Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4
Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 51
TABLE C5
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFSINGLE-PART SINGLE LEG SLINGS WITH 1770 GRADE WIRE AND FIBRE-ROPE CORE
WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8 9 10 11 12Choke Hitch Basket Hitch
DirectLoaded Round
LoadRectangular
Load Round Load Other than Round Load
Method of Loading
Included Angle (αα) - - - 0 60 90 120 0 60 90 120
10.95
1
0.750.95
1
0.50.95
1
20.95
1
1.730.95
1
1.410.95
1
10.95
1
10.95
1
0.870.95
1
0.710.95
1
0.50.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
323640
444852
5660
98.4114148
187231280
333391454
594751929
112213341573
18212088
1.641.92.4
3.13.84.6
5.56.78.2
11.514.517.9
21.725.8
-
--
1.231.421.8
2.32.83.5
4.14.85.6
8.010.913.4
16.219.322.8
26.4-
0.820.951.23
1.561.902.3
2.73.23.7
4.96.38.5
10.812.915.2
17.620.2
Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 52
TABLE C6
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFTWO LEG, THREE LEG AND FOUR LEG SLINGS
WITH 1770 GRADE WIRE AND FIBRE-ROPE CORE WITH FERRULE-SECURED EYES
1 2 3 4 5 6 7 8Choke Hitch
Method of Loading Direct LoadedRound Load Other than Round Load
SingleWrap
DoubleWrap
SingleWrap
DoubleWrap
Included Angle (αα) 0 to 60 90 120 0 to 45 0 to 60 0 to 45 0 to 60
1.730.95
1
1.410.95
1
10.95
1
1.30.95
1
0.870.95
1
Loading FactorsRc
Rt
Rm
Ro See Note BelowRope
NominalDiameter
mm
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS1666 for “Onshore/Platform Lifts”
131416
182022
242628
323640
44
98.4114148
187231280
333391454
594751929
1122
2.83.34.3
5.46.99.2
11.113.115.2
19.925.2
-
-
2.312.73.5
4.45.46.8
8.710.612.3
16.220.525.4
-
1.641.902.47
3.13.94.7
5.66.78.3
11.514.517.9
21.7
2.12.53.2
4.15.06.1
7.79.811.4
14.918.923.4
28.3Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Ref. Section 5.4
Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”
Page 53
TABLE C7
SAFE WORKING LOADS FOR “OFFSHORE BOAT LIFT” USE OFSLINGS WITH GRADE T CHAIN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17Single Leg Slings Slings of 2, 3 or 4 legs Endless Slings
StraightSling
AdjustableSling
ReevedSling Straight Sling Reeved Sling Basket/Reeved Sling
Method of Loading
Included Angle (αα) - - - 60 90 120 60 90 120 60 90 120 -
111
0.7511
0.7511
1.7311
1.4111
111
1.3011
1.0611
0.7511
1.3011
1.0611
0.7511
1.511
Loading FactorsRc
Rt
Rm
Ro See Note BelowChain
Size fromAS2321
(Ref Note)1 2 3
MinimumBreaking
ForcekN
SAFE WORKING LOAD, tRefer AS3775 for “Onshore/Platform Lifts”
10
12
16
20
25
11
1314
18
2224
2728
30
½
5/8
¾
7/8
1
126158197
203213248
317322408
457503621
631724786
811917986
1131
2.212.773.46
3.573.74.3
5.55.67.6
9.010.413.1
13.315.617.2
17.820.722.6
28.8
3.84.85.9
6.26.68.2
11.411.615.2
17.319.427.3
---
---
-
3.13.94.8
5.05.26.1
8.78.912.0
13.715.219.5
19.923.628.2
---
-
2.212.73.4
3.53.74.3
5.55.67.6
9.010.413.1
13.315.617.2
17.820.722.6
28.8Note: The operational Loading Factor, Ro, is determined as a function of lifting weight (SWL), Refer Section 5.4
Shaded Lift Configurations are not recommended for “Offshore Boat Lifts”1. Preferred Chain Specification (mm), 2. Non-Preferred Chain Specification (mm),3. Temporary Specification (in).
Page 54
APPENDIX D
DYNAMIC AMPLIFICATION FACTOR
Page 55
FIGURE D.1
RECOMMENDED DYNAMIC AMPLIFICATION FACTOR (DAF)
(Hs=3.0 Metres Max.)
0
0.4
0.8
1.2
1.6
2
2.4
2.8
3.2
0 5 10 15 20 25
Lifted Mass (tonnes)
Dyn
amic
Am
plif
icat
ion
Fac
tor
(DA
F)
6
2.7
Page 56
APPENDIX E
PAD EYE DETAILS
Page 57
RIGGING DESIGN EXAMPLE
Problem:
Obtain sling, shackle and padeye sizes for lifting a 25 tonnes container offshore inaccordance with the APPEA “Guidelines for Lifting Equipment”
Assumptions:
- A 4 sling arrangement is assumed
- A maximum included angle of 60 degrees
- A 100/0 split of sling loads is assumed
- The centre of gravity is at the centroid of the padeyes
Sling size:
Referring to Table C4 in Appendix C of the APPEA “Guidelines for Lifting Equipment”,1770 grade wire rope with a 36mm nominal diameter has a safe working load of 27.4tonnes.
Shackle size:
Rc = 1.73 (refer to Table 1 AS1666.2 (1995))
Rm = 0.80 for shackles (refer to Table 5.4.1)
Rt = 1.00 for shackles (refer to Table 5.4.2)
Ro = 0.92 (interpolated from Table 5.4.3)
Factor of Safety = 4 = 5.43 Rm Rt Ro
SWL = P x Rc = 25.0 t (SWL of sling assembly) FoS x 9.81
P = SWL x FoS x 9.81 = 770.5 kN (Minimum breaking force) Rc
Referring to AS2741-1992 Table 5, the grade S alloy dee shackle with a diameter of 38mmhas a min. destructive test force of 834 kN. This shackle has a WLL of 17 tonnes.
Padeye sizeReferring to the Standard Drawing for Padeyes and Shackles (W2090-SKS01 Rev B), thecorresponding padeye to the shackle designed above is the padeye with a WLL of 17tonnes.
Page 58
3.2
4.7
6.5
8.5
9.5
12
13
17
25
35
45
55150
130
120
75
85
105
70
65
60
55
55
45
360
340
295
220
230
280
200
185
160
150
135
115
130
115
105
65
70
85
60
55
50
45
40
35
73
66
60
41
44
54
38
35
32
28
25
22
32
25
20
50
50
50
25
32
40
25
25
25
20
16
12
20
16
10
10
10
12
10
8
6
6
6
6
220
190
170
110
120
150
100
90
80
70
60
50
10
8
8
6
6
8
6
6
6
6
6
6
70
63
57
38
41
51
35
32
29
25
22
19
105
95
83
57
60
73
52
46
43
37
32
27
302
253
225
152
166
203
136
124
109
96
83
70
238
212
199
132
145
171
117
106
95
83
71
60
76
72
64
42
46
55
38
34
30
27
24
20
XA
(tonne)
B C T T Et F D W LB LDd
63
57
51
35
38
44
32
29
25
22
19
16
SHACKLESIZE PIN DIA.WELDTHICK. DIA.CHK.PLS.CHK.PLS.D+3mmRADIUSWLL
SHACKLEWITHPIN HOLE WITHOUT CHEEK PLATES NOM BOW DEE
SHACKLES ALLOY GRADE "S" - TO AS2741PADEYES - FOR ALL VALUES OF
55
17
35
45
25
13
12
9.5
WLL(tonne)
3.2
8.5
6.5
4.7
SLIN
G A
NG
LE
PADEYE TYPE 'X' PADEYE TYPE 'Y'DEE SHACKLE WITH PIN
ALLOY SHACKLES GRADE "S"-TO AS2741
BOW SHACKLE WITH PIN
SHACKLE
CP
FTYP
45°
T
45°
RO
OT
GA
PØ
E
t
T
B
A
C R
AD
(D+3)Ø
C R
AD
A
BC
(D+3)Ø
Ød
LB
X
W
ØD
B
Ød
LD
X
W
ØD
Page 59
3.2
4.7
6.5
8.5
9.5
12
13
17
25
35
45
55150
130
120
75
85
105
70
65
60
55
55
45
360
340
295
220
230
280
200
185
160
150
135
115
130
115
105
65
70
85
60
55
50
45
40
35
73
66
60
41
44
54
38
35
32
28
25
22
32
25
20
50
50
50
25
32
40
25
25
25
-
-
-
20
16
12
10
10
12
10
8
6
-
-
-
220
190
170
110
120
150
100
90
85
-
-
-
10
8
8
6
6
8
6
6
6
-
-
-
70
63
57
38
41
51
35
32
29
25
22
19
105
95
83
57
60
73
52
46
43
37
32
27
302
254
226
152
167
204
137
124
110
97
83
71
238
213
200
132
145
172
118
106
96
84
71
61
76
72
64
42
46
55
38
34
30
27
24
20
XA
(tonne)
B C T T Et F D W LB LDd
63
57
51
35
38
44
32
29
25
22
19
16
SIZE PIN DIAWELDTHICK. DIA.D+3mmSWLWITH CHEEK PLATES BOW DEE
SHACKLES ALLOY GRADE "S" - TO AS2741PADEYES - FOR ALL VALUES OF ß
55
17
35
45
25
13
12
9.5
SWL(tonne)
3.2
8.5
6.5
4.7
SLIN
G A
NG
LE
PADEYE TYPE 'X' PADEYE TYPE 'Y'
SLIN
G A
NG
LE
G
85
78
72
53
56
66
50
47
44
-
-
-
G G
ALTERNATIVE ALTERNATIVE
BOW SHACKLE WITH PIN
DEE SHACKLE WITH PIN
ALLOY SHACKLES GRADE "S"-TO AS2741
TYP
CP
TYPF
Page 60
APPENDIX F
INSPECTION & TESTING REQUIREMENTS
APPEA Guidelines for Lifting Equipment
Page 61
TABLE F.1
INSPECTION AND TESTING REQUIREMENTS FOR LIFTING DEVICES
PROOF LOAD TEST
ITEM
REFERENCE
CERTIFIED VISUAL
INSPECTION
NDT FREQUENCY LOAD
Cranes (The various types of cranes andlifting appliances are listed in
AS 1418)
Offshore:
• API Spec 2C
• BS 2573
• Lloyds Code for LiftingAppliances in a MarineEnvironment
• Manufacturer’s Specs
1 Year
Subject to:
• Visual inspection
• Failure ModeAnalysis
• IndividualCompany Program
• Initial Certification Test
• Following Repairs
Subject to:
• Visual inspection
• NDT
• Individual Company Program
Individual State Regulations specifyevery 12 months for some devices.
Varies from
SWL x 1.0 to
SWL x 2.2 dependingon type of “LiftingDevice”, as perAS1418.
Overhead Pad eyes AS1418.1 & .2
1 Year *
Subject to visualinspection or maximumof 3 years
Initial test and then subject to visualinspection, NDT and individualcompany program.
1.25 x SWL
Fork-lift tines AS 2359 1 Year
Subject to visualinspection
Initial test and then subject to visualinspection, NDT and individualcompany program.
Subject to individualcompany program
Mono rails P(SL)A AS1418.1 & .2 1 Year * Initial NDT, thensubject to visualinspection
Subject to individual companyprogram
1.25 x SWL
Note: * Certified Visual Inspection includes permanent marking of SWL
APPEA Guidelines for Lifting Equipment
Page 62
TABLE F.2
INSPECTION AND TESTING REQUIREMENTS FOR LIFTED EQUIPMENT Notes: 1. This table applies to “Lifted Equipment” up to 25* tonnes Gross Weight that has a Certificate of Conformity.2. “Lifted Equipment” MAY be tested using their own dedicated rigging gear (lifting set). Caution should be exercised because proof testing a sling to more than 1.5 times its
SWL may permanently distort wire rope thimbles if standard shackles are used, especially on the two point lift test.3. “Lifted Equipment” above 25 tonnes Maximum Gross Mass (MGM) may be proof load tested as specified by the design engineer.
PROOF LOAD TEST
ITEM
REFERENCE
CERTIFIED VISUAL
INSPECTION
NDT FREQUENCY LOAD TEST
REQUIREMENTS
“Lifted Equipment” Includes all types of offshore containers,baskets, skids, skips, spreader beams,spreader frames, workshops, labcontainers and workboxes.
APPEA 1 year
• Subject to visual inspection
• Initial Certification Test
• Every 3 years thereafter
• Following repairs tostructural members
• Initial Certification Test forNew & Existing Equipment
• Every 6 years thereafter orat the discretion of theinspection body
• Following repairs tostructural members
• Subject to visual inspection
MGM x 2.5
over 4 lifting points and
MGM x 1.5
over 2 lifting points
Transportable buildings. Includes; Offices, Laboratories etc. Not
intended to transport cargo
APPEA Before liftingunless inspectedwithin the lastyear.
Before lifting unless testedwithin the last three years
• Initial Certification Test
(At fabrication, primary structureonly before walls etc areinstalled)
MGM x 2.5
over 4 lifting points and
MGM x 1.5
over 2 lifting points
Specialised Lifting EquipmentSpecialised items such as drilling guidebases, conductor casing joints,equipment modules etc
APPEA Before liftingunless inspectedwithin the lastyear.
Before lifting unless testedwithin the last three years
Not generally requireddepending upon individualoperator's requirements
Tanks for Fluids (Includes tanks/containers of all sizes forboth normal and dangerous cargoes)
Note: There are additional requirementsfor IBC's in IMDG code.
APPEA 1 year
• Initial Certification Test
• Every 3 years thereafter
• Following repairs tostructural members
• Subject to visual inspection
• Initial Certification Test
• Every 6 years thereafter orat the discretion of theinspection body
• Following repairs tostructural members
• Subject to Visual Inspection
MGM x 2.5
over 4 lifting points and
MGM x 1.5
over 2 lifting points
APPEA Guidelines for Lifting Equipment
Page 63
Personnel Baskets (Work Box)
AS1418.17
1 year
• Subject to visual inspection
• Initial Certification Test
• Every 3 years thereafter
• Initial Certification Test
• Every 2 years
• Subject to visual inspection
Per Clause 4.2
AS1418.17
Personnel Transfer Basket (Billy Pughetc)
APPEA 1 year • Yearly Refer to ManufacturersRequirements
* Arbitrarily selected limit
APPEA Guidelines for Lifting Equipment
Page 64
TABLE F.3
PERIODIC INSPECTION AND TESTING REQUIREMENTS FOR RIGGING
Notes: 1. Offshore containers shall have specifically designed lifting sets, which shall not be removed from the container except for replacement of the lifting set or for examination
of the container.2. For Safety Factors for Rigging Equipment used in Offshore Lifting Operations refer to section 5.4.3. Minimum chain diameter to be 10mm. For containers with Maximum Gross Mass more than 3500kg, the minimum chain diameter must be 13mm.4. Min. Wire Rope diameter to be 13mm. For containers with Maximum Gross Mass more than 3500kg, the minimum wire rope diameter must be 19mm.
PROOF LOAD TEST
ITEM
REFERENCE
CERTIFIED VISUAL
INSPECTION
NDT FREQUENCY TEST REQUIREMENTS
Loose Rigging (Includes all types wire andsynthetic ropes, chains, links,shackles, swivels, rings, sockets,hammerlocks, etc)
APPEA • Not Required
• 3 monthly visualinspections
• Colour coding
• Visual inspectioneach time before use.
Subject to visualinspection
• Initial Certification Test
• Subject to Visual Inspection.
• Subject to company program.
Carried out to the requirementsof the relevant AustralianStandard. Refer to Section 8.4.1for SWL.
Lifting Sling(s) Single or multiple leg wire ropeand chain sets, complete with allassociated accessories)
APPEA 1 year
as part of the containerinspection.
Not applicable • Initial Certification Test
• Offshore – Every 6 years aspart of the “Lifted Equipment”Proof Load Test.
Refer to Section 8.4.1
Crane Hooks APPEA 1 year
• Every 2 years
• Subject to VisualInspection
• Initial Certification Test Refer to Manufacture
All Rigging for Man-lifts APPEA As specified above As specified above As specified above 4 × MGM (man-lift rating)specified in above documents
APPEA Guidelines for Lifting Equipment
Page 65
TABLE F4
TYPE & PRODUCTION TESTING OF NEW LIFTED EQUIPMENT
ITEM
REFERENCE
TYPE TEST Applies to first item manufactured of
new design
PRODUCTION TESTING (For the No. of units to be tested
refer the table F5 below)
LOAD TEST REQUIREMENTS
Offshore Containers
APPEA • 4 Point Load Test
• 2 Point Load Test
• Drop Test*
• 4 Point Load Test MGM x 2.5
over 4 lifting points and
MGM x 1.5
over 2 lifting points
Spreader Frames & Beams APPEA • Load Test only • Load Test only MGM x 2.5
Transportable buildings. Includes; Offices, Laboratoriesetc. Not intended to transportcargo
APPEA • 4 Point Load Test• 2 Point Load Test
• 4 Point Load Test MGM x 2.5
over 4 lifting points and
MGM x 1.5
over 2 lifting points
Specialised Items. Includes: drilling guide bases,conductor casing joints,equipment modules etc
APPEA • 4 Point Load Test• 2 Point Load Test
• 4 Point Load Test MGM x 2.5
* - For very large containers a drop test may be undesirable, hence the drop test should be carried out at the discretion of the accrediting body
APPEA Guidelines for Lifting Equipment
Page 66
TABLE F5
Total number in series 1-5 6-10 11-20 21-40 > 40
Number to be tested 1 2 3 4 10%
APPEA Guidelines for Lifting Equipment
Page 67
APPENDIX G
GUIDE TO AUSTRALIAN AND INTERNATIONAL STANDARDS
APPEA Guidelines for Lifting Equipment
Page 68
Table G1- Guide to Australian and International Standards
Note: This table is intended as a guide only. In many cases, requirements of International standards will be less onerous than Australian standards. Requirements less onerousthan Australian standards are not recommended to be adopted without specific Operator approval.
Aust/NZ No Australian/New Zealand Title ANSI Standard British Standard DNV Std ISO Std
AS ISO-1000 The International System of Units - BS 5555 - ISO 1000AS 1138 Thimbles for Wire Rope - BS 464
BS 3226Rules for Marine OperationsPart 2 Chap 5
-
AS 1171 Non-Destructive Testing MagneticParticle Testing of FerromgneticProducts, Components and Structures
- BS 6072 - -
AS 1353 Flat Synthetic Webbing Slings - BS 3481BS 5053
- -
AS 1380 Fibre Rope Slings - BS 2052BS 4921BS 7648
- -
AS 1418 Cranes (Including Hoists & Winches) ASME B30API RP2DSpec 2C
BS 327BS 357BS 466
BS 1757BS 2452BS 2573BS 2799
BS MA41BS MA79
Rules for Certification ofLifting Appliances
-
AS 1438 Wire - Coil Flat Slings - - - -
AS 1504 Fibre Rope - Three Strand HawserLaid
- - - -
AS/NZS 1554 Structural Steel Welding AWS D1.1 BS 4870 - -
AS 1657 Fixed Platforms, Walkways,Stairways and Ladders – Design,Construction and Installation
A1264.1 BS 4592BS 5395
- -
AS 1664 Aluminium Structures Code AWS D1.2 BS 8118 - -
APPEA Guidelines for Lifting Equipment
Page 69
Aust/NZ No Australian/New Zealand Title ANSI Standard British Standard DNV Std ISO Std
BS CP118
AS 1666 Wire Rope Slings ASME B30.9 BS 1290 Rules for Marine OperationsPart 2 Chap 5
-
AS 2089 Sheave Blocks of Maximum Lift 60Tonne
- BS 4018BS 4344BS 4536
BS MA47
Rules for Marine OperationsPart 2 Chap 5
-
AS 2207 Non-Destructive Testing forUltrasonic Testing of Fusion WeldedJoints in Carbon & Low Alloy Steel
AWS C3.8 BS EN 1714 - -
AS 2317 Collared Eye-bolts ASME B18.15 BS 4278 - -
AS 2318 Swivels for Hoists - - Rules for Marine OperationsPart 2 Chap 5
-
AS 2319 Rigging Screws and Turnbuckles - BS 4429 - -
AS 2321 Short Link Chain for LiftingPurposes (Non Calibrated)
ASME B29 BS 3113BS 3458
BSEN 818-1BS 6304
Rules for Marine OperationsPart 2 Chap 5
-
AS 2550 (1982) Cranes – Safe Use ASME B30 - Rules for Certification ofLifting Appliances
-
AS 2741 Shackles - BS 3551BS 6994
Rules for Marine OperationsPart 2 Chap 5
-
AS 2759 Steel Wire Rope – Application Guide API RP9B BS 6210BS 6570
- -
AS 3569 Steel Wire Ropes Spec 9A BS 183BS 302BS 525
Rules for Marine OperationsPart 2 Chap 5
ISO 3578
AS/NZS 3678 Structural Steel – Hot Rolled Plates,Floor Plates and Slabs
SAE J763SAE J1392
BS 7613 - -
AS/NZS 3679.1 Structural Steel – Part 1 : Hot RolledBars and Sections
SAE J1442 BSEN 10210-2 - -
AS/NZS 3679.2 Structural Steel – Part 2 : Welded ISections
- - - -
APPEA Guidelines for Lifting Equipment
Page 70
Aust/NZ No Australian/New Zealand Title ANSI Standard British Standard DNV Std ISO Std
AS 3775 Chain Slings – Grade T ASME B29 BS 2902BS 6968
Rules for Marine OperationsPart 2 Chap 5
-
AS 3776 Lifting Components for Grade TChain Slings
- - Rules for Marine OperationsPart 2 Chap 5
-
AS 3777 Shank Hooks and Large Eye Hooks -Maximum 25 Tonne
ASME B30.10 BS 2903 Rules for Marine OperationsPart 2 Chap 5
-
AS 3990 Mechanical Equipment - Steelwork AISC BS 5950BS 7608
DDENV 1993DDENV 1994
- -
AS 4048 Flat Pallets for Materials Handling(1100mm x 1100mm suitable for usein ISO Series 1 Freight Containers)
ASME MH BS 3810BS 6637BS M69
- -ISO 445
AS 4100 Steel Structures AISC BS 5950BS 7608
DDENV 1993DDENV 1994
- -
AS 4142.1 - 1993 Fibre Rope - Care & Safe Usage - BSEN 698BSEN 701
BSEN 1251BS 7648
Rules for Marine OperationsPart 2 Chap 5
-
AS 4142.2 - 1993 Fibre Rope - 3 Strand Hawser laidand 8 Strand Plaited Rope
AS B291 Lifting Rings & Links - - Rules for Marine OperationsPart 2 Chap 5
-
AS/NZS 3711.1 Freight Containers:- Part 1Classification, Dimensions & Ratings
ANSI MH BS 3951 - ISO 668 Amd.1
AS/NZS 3711.2 Freight Containers:- Part 2 –Terminology
ANSI MH BS 3951 - ISO 830 Amd.1,Amd.2
AS/NZS 3711.3 Freight Containers:- Part 3 - CornerFittings
ANSI MH BS 3951 - ISO 1164 Cor.1
AS/NZS 3711.4 General Purpose Containers ANSI MH BS 3951 - ISO 1496.1 Amd.1
AS/NZS 3711.5 Thermal Containers ANSI MH BS 3951 - ISO 1496.2
APPEA Guidelines for Lifting Equipment
Page 71
Aust/NZ No Australian/New Zealand Title ANSI Standard British Standard DNV Std ISO Std
AS/NZS 3711.6 Tank Containers ANSI MH BS 3951 - ISO 1496.3
AS/NZS 3711.7 Dry Bulk Containers ANSI MH BS 3951 - ISO 1496.4
AS/NZS 3711.8 Platform Containers ANSI MH BS 3951 - ISO 1496.5 Amd.1
AS/NZS 3711.9 Coding, Identification and Marking ANSI MH BS 3951 - ISO 6346 Amd.1
AS/NZS 3711.10 Handling and Securing ANSI MH BS 3951 - ISO 3874 Amd.2
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 73
APPENDIX H
GUIDELINES FOR THE PHASE OUT OF ISO SHIPPINGCONTAINERS OFFSHORE
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 74
SCOPEProvision of procedures & guidelines to manage the use of ISO containersused in the offshore oil and gas exploration and production industry.
The document provides guidelines for the inspection, testing and marking ofISO containers used in the transport of goods to and from offshore locations.
IDENTIFICATION OF“ISO” CONTAINERS
ISO containers are the containers originally built for international shipping andfitted with ISO Corner fittings and lifted in container ports, from these fittings,with a purpose built spreader frame and special “Twist-locks”. The containersare designed and rated for use in still water ports and not for offshore usewhere significant dynamic forces occur during lifting operations.
Most ISO containers are 20ft in length although 10, 30 & 40ft lengths are alsoavailable.
Note: Purpose built offshore containers may also have ISO Corner fittings.This is acceptable, provided that they are used only for securing duringtransport and/or onshore/inshore lifting in accordance with onshore/inshorecontainer lifting guidelines as detailed in AS 3711.10:1993 “FreightContainers – Handling and Securing”.
CONTROLLED USE OFISO CONTAINERS
Containers used in international shipping are controlled by the InternationalConvention for Safe Containers (CSC). When the containers used ininternational and/or coastal shipping reach the end of their service life, eitherthrough condition or a “time life” expiry they are often sold off withoutcurrent CSC compliance.
Existing CSC compliance plates do not apply to the offshore oil and gasexploration and production industry except as a reference for de-rating thecontainer in accordance with this these guidelines.
The CSC compliance plate is to be retained for this purpose. ISO containerswithout compliance plates should be condemned.
REFERENCES• King Bay Supply Base Lifting Equipment Management System,
Woodside Energy Ltd.• Marine Orders, Part 44, Section 11.• International Maritime Organisation Circular 613 (to be replaced by
Maritime Safety Committee, Circular 860).• International Convention for Safe Containers (CSC) IMO, 1982.• DNV 2.7-1 Offshore Containers –Certification Notes.AS3711.10 – 1993 - Freight Containers, Handling & Securing.
Figure 1: ISO Corner Fitting
Figure 2: Typical ISO Container
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 75
ALLOWABLE ISOCONTAINER STYLES& LENGTHS
Closed roof, ISO containers up to 20 ft. in length are acceptable for offshoretransportation in accordance with these guidelines.
Open top style, ISO containers and any ISO container over 20 ft in length arenot acceptable for offshore transportation.
MODIFICATIONS TOISO CONTAINERS
Any ISO container that has been modified from the original CSC design musthave engineering calculations to support the continued integrity of thecontainer.
Unlike a purpose built offshore container, which is designed to carry full loadon primary structure members, ISO containers rely on the integrity of wallpanels for primary strength.
Such modifications may include:• Addition of extra doorway• Alteration to length• Addition of Pad eyes
PHASING OUT ISOCONTAINERS FROMOFFSHOREINDUSTRY
Contractors currently utilising ISO containers are expected to reduce thenumber in use up to the phase out date of 31 December 2000 and replace themwith purpose built offshore shipping containers.
The APPEA Guidelines for Lifting Equipment provide guidance for the designof purpose built offshore shipping containers.
COMMENTARY ONLIFTING POINTS
• Even in a still water port situation, ISO shipping containers cannot belifted from the ISO Corner fittings by shackles and slings. This applieseven when empty.
• Lifting with spreader frames as used in port situations is not allowed inoffshore lifting operations. Refer to IMO MSC circular 860
ISO containers used in the offshore industry should have pad eyes that arepurpose built. Refer to “Pad eyes” below.
Figure 3: Shackles in ISO corner fittings are not permitted Figure 4: Although not generally required when container isdown-rated, lifting with special lifting beams will be allowedduring phase out. Must be fitted to pad eyes as shown.
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 76
PAD EYEREQUIREMENTS
The following guidance is provided for the installation of pad eyes:• design by qualified structural engineer;• design verification by independent engineer, who has not been involved in
the design;• carry MGM on 2 diagonally opposite pad eyes;• align to the centre of gravity of the load• shackle pin hole to be +3mm or, not greater than 4% more than the
shackle pin diameter;• width of pad eye to be equal to 75% of the opening of shackle to be fitted.
This may be accomplished by fitting bosses to pad eye;• material trace-ability;• documented welding procedures (To AS1554, AWSD1.1 etc.);• welder qualification trace-ability; and• NDT inspection of all welding associated with pad eyes.
Notes:1. The installation of pad eyes must have engineering trace-ability.2. Refer to section 5.8 for pad eye design.
ALLOWABLE MGM(Maximum Gross Mass)
ISO Containers used in the offshore industry where significant dynamic forcesoccur during lifting from supply vessels must be significantly de-rated.
Subject to inspections in accordance with these guidelines, ISO container useup to the phase out date will be allowed provided that the following is applied:
• The container is de-rated by multiplying original CSC Maximum GrossWeight (or Mass) x 2 and dividing the figure by 5.eg. For a 24 tonne MGM container:
(24 x 2) =9.6 tonnes MGM5
MARKINGREQUIREMENTS
All ISO containers, original or modified, shall have a stencilled markingbeside the CSC data plates indicating “Not Applicable”. The plate shouldremain to indicate the original MGM that is used in the de-rating formulaabove.
Marking plates are required for:• Operational Marking Plate (Tare, Nett & Gross)• Test Plate (date of test and inspections)
Each container should be marked with a unique identification number issuedby the owner. The number should be:1. cross-referenced on all relevant documentation; and2. prominently displayed on a minimum of 2 sides of the container in
contrasting colours with stencilled characters of not less than 75 mm inheight.
Note: Refer to Figures 5 &6 for details of plates.
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 77
FORKLIFT POCKETS ISO Containers often have more than 1 set of fork-lift pockets. Extremecaution should be used when lifting a laden ISO container from the fork-liftpockets.
If there are two sets of fork-lift pockets, with one set being close to the centreof the container, the inner set are designed for “Empty lifting only”. Thesewords must be stencilled on the base frame adjacent to fork-lift pockets whensuch fork-lift pockets are installed. Stencilling should be 75mm in height.
There are instances where ISO containers have been modified and appear tohave useable fork-lift pockets on more than two sides, this can be a dangeroussituation as fork-lift pockets have been found that have the fork tines bearingon a plywood floor. Check before using and at scheduled inspection.
SLINGS Sling sets may be chain or wire rope. The following is recommended:• four leg sling assemblies are preferred;• maximum included (apex) sling angle of 60 degrees and;• chain used in stingers (or 5th leg) must meet ISO 3076, or ISO 7593
standards.
Note: The use of stingers is discouraged as the redundancy in a 4 leg assemblyis lost.
SHACKLES Shackles must be:• Grade “S” minimum; and• Safety pin type with split pin fitted.
CONTAINERINSPECTIONS
ISO containers must receive a thorough visual inspection both annually andprior to any load testing.• NDT Inspection of pad eyes and floor support structure is to be carried out
annually and prior to load testing.• All thorough visual inspections and NDT must be recorded in a lifting
equipment database.
THOROUGH VISUAL& NDT INSPECTIONS(ANNUALREQUIREMENT)
• door latching mechanisms in good working order (where applicable);• container is free from obvious defects, corrosion, impact damage, cracks,
etc;• under-floor support structure inspection. The floor support structure is
very light in an ISO container and is prone to extensive corrosion andcracking when used in the offshore environment;
• place container on supports to allow full inspection of underside andensure adequate lighting;
• look for corrosion and/or any cracking;• it may be necessary to sand blast corroded steel to allow full inspection;• suspected areas of cracking to have NDT inspections carried out;• steelwork that has suffered significant (greater than 10%) metal loss
through corrosion is to be replaced;• complete structure to be examined for corrosion, cracking, and impact
damage. Particular attention is to be given to inspection of lifting pointsand corner post assemblies;
• visually inspect all welds for defects;• NDT all welds in pad eye area. (NATA accredited NDT facility required);• inspect for signs of mechanical damage;
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 78
• doors, frames, seals, hinges, locks should be examined and functionallychecked to ensure satisfactory operation without undue force;
• check floor is substantially flat with no signs of damage or otherindications that may indicate overloading. Any internal floor damage mayindicate underside damage- re-check; and
• marking plates should be as per requirements of these guidelines.
VISUAL INSPECTORSKNOWLEDGEREQUIREMENTS
The visual inspector should have, as a minimum, a knowledge and adequatepractical experience of:• the statutory requirements relating to containers;• the various types of containers in service;• the correct methods of slinging and handling the containers;• the loads affecting containers when handled under adverse offshore
conditions, particularly those affecting lifting points and, in the case ofISO containers used offshore, the floor support structure;
• the methods of testing containers as detailed in Maritime Safety.Committee circular 860 or, DNV2.7-1 Offshore Container, CertificationNotes. The provisions of DNV 2.7-1 to be used as a guide only as ISOcontainers do not comply with offshore container standards;
• defects likely to be found in containers and acceptable levels of wear,distortion and deterioration in relation to safety in use;
• welding methods and procedures and qualification of welders;• the various methods of non-destructive testing (NDT) and a good
understanding of how they work and their limitations; and• procedures for measuring container to ensure distortion has not occurred
during service or load testing.
TESTING AN ISOCONTAINER
The target date for the phase out of ISO containers for use in the offshore oiland gas exploration and production industry is 31 December 2000. Hence it isrecommended that any containers currently in use undergo the following loadtest (subject to satisfying inspection requirements) which would see themthrough to phase out date.• Testing of container as per “Testing Requirements” as detailed in IMO
613 & MSC 860. (Drop test will not be required)
TESTINGPROCEDURES
Prior to load testing carry out thorough visual inspection as detailed within thisdocument as there is no value in testing a container that has defects.
4 Point Lifting Test:Internal Load (not to be hung under container): a uniformly distributed load,such that the combined tare of the container and test load is equal to 2.5 timesthe de-rated MGM. The container should be lifted with its lifting set attachedto all four pad eyes.
2 Point Lifting Test:Internal load (not to be hung under container): a uniformly distributed loadsuch that the combined tare of the container and test load is equal to 1.5 timesthe de-rated MGM. It may be necessary to secure the weights to preventslippage during testing. The container should be lifted with slings attached totwo diagonally opposite pad eyes during the test.
Drop Test:Drop testing of ISO containers is not recommended. Drop testing is requiredwhen type testing future new container designs.
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 79
ALLOWABLEDEFLECTIONDURING &SUBSEQUENT TOLOAD TESTING
Allowable deflection limits are detailed within DNV 2.7-1 Certification notes– Offshore Containers.Refer to sections 3.7.1.2 & 3.7.1.3 of referenced DNV document.
COMMENTS ONDEFLECTIONLIMITS
Where deflection exceeds the maximum allowable limit, the container shouldbe scrapped.
Figure 5: ISO Container Identification Plate
OFFSHORE CONTAINER Name of Manufacturer (if known) Month/year of Manufacture (if known) Manufacturers Serial No. (if known) Maximum Gross Weight kg at deg sling angle Tare Weight kg Payload Container kg
IDENTIFICATIONPLATE MATERIAL &SIZEREQUIREMENTS
• Plates to be of stainless steel or marine grade aluminium, 1 .5 mm thick• Affixed with stainless steel rivets (not aluminium)• 215 mm overall width• 150 mm overall height• Main heading alpha characters to be stamped 10mm in height• Other alpha & numeric characters 5mm in height
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 80
Figure 6: Offshore Container Inspection Data Plate
INSPECTION DATA-OFFSHORE CONTAINER
Container No.Maximum Gross Mass kgTare Mass kgPayload - Container kg Mid- deck (Not Applicable to ISO containers)
Owner:Tel. No. +
Test Proof Load NDT Visual Inspection
INTERVAL ONCE ONLY 1 YEAR 1 YEARDATE &
“TESTED BY”
Note: The inspection frequencies shown above only apply to ISO containers
INSPECTION DATAPLATE MATERIAL &SIZEREQUIREMENTS
• Plate to be of stainless steel or marine grade aluminium, 1 .5 mm thick• Affixed with stainless steel rivets (not aluminium)• 215 mm overall width• 250 mm overall height• Main heading alpha characters to be stamped 10mm in height• Other alpha & numeric characters 5mm in height
APPEA Guidelines for Lifting Equipment - Phase Out of ISO Containers
Page 81
OK NO• Container was placed on supports and a full underside
inspection carried out.• Container has no significant corrosion and/or structural fault
affecting integrity• Container floor is in sound condition• NDT of pad eye welds and floor support structure has not
revealed any cracking (or repairs have been effected)• Pad eyes are fitted to the container• Pad eyes have engineering design drawings available• Pad eye design complies with the requirements of this
document.• Container has been de-rated as per requirements of this
document• Container has been load tested as per requirements of this
document• There is no permanent distortion of the container following
load testing• Fork-lift pocket marking is as per the requirements of this
document and the pockets are in a good and safe condition.• Where a 5th leg is used in a chain sling assembly, the chain in
the 5th leg must meet ISO3076 standards for lifting chain.
CHECK LIST
REVIEW PRIOR TOISSUING A TESTCERTIFICATE
• Engineering drawings and structural analysis support anymodifications. All such modifications should haveindependent design verification.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 82
APPENDIX I
GUIDELINES FOR THE INSPECTION, TESTING AND MARKING OFOFFSHORE CONTAINERS
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 83
PREAMBLE
The purpose of these guidelines is to address integrity requirements for existing offshore containers. They donot address the requirements for new container fabrication or the concerns with ISO containers.
These guidelines provide lifting equipment testing facilities guidance on consistent minimum qualityrequirements for testing offshore containers.
APPEA encourages all offshore container owners and their agents to utilise inspection services that have beenaccredited by NATA (or equivalent overseas organisations) to carry out inspections and/or tests in accordancewith this guideline.
If the required documentation needed to obtain a “Certificate of Conformity” as detailed within this guideline isnot available to support the integrity of the container to be inspected and/or tested, the container should not beapproved for offshore use. This may require that engineering drawings be developed and calculations carriedout to verify the design of the container as being fit for intended service. Without all required information, a“Certificate of Conformity” should not be given for the container.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 84
DOCUMENT SCOPE Provide guidelines for the inspection, testing and marking of a wide range ofcontainers, baskets, skips etc. used in the offshore oil & gas exploration andproduction industry.
INTRODUCTION The range of shapes, sizes and capacity of containers used in the offshoreindustry makes it difficult to specify all requirements that need to be met foreach individual design. This document provides specifics on some mattersaffecting safety of containers whilst other areas may offer guidance only.
It is the joint responsibility of both the equipment owner and the inspectionand/or testing facility to ensure that all containers used within the offshoreindustry are fit for the intended service.
REFERENCES • International Maritime Organisation MSC Circular 860• DNV 2.7-1 Certification notes for Offshore Containers• APPEA Guidelines for Lifting Equipment IMDG Code• EN12079. Offshore Containers – Design, construction, testing, inspection
and marking.• Petroleum (Submerged Lands) Act 1967 P(SL)A
COMMENTS ONDESIGN OFOFFSHORECONTAINERS
It is recognised that there are many containers in use within the Australianoffshore oil & gas industry that may not be correctly engineered for theservice. The guidelines and procedures provided in this document will assistin ensuring that every container used within the oil and gas exploration andproduction industry has engineering drawings and design calculations tosupport the Maximum Gross Weight indicated on the container.
Without the required documentation the testing facility will have no readymethod of determining if the Maximum Gross Weight (MGM) nominated bythe owner, is in fact a safe working load to be applied.
New containers will be fabricated to stringent guidelines and will be built torecognised standards such as DNV 2.7-1. This will automatically provide thequality that this document seeks to introduce to existing containers.
JUSTIFICATION OFALLOWABLE MGM(Maximum Gross Mass)OF EXISTINGCONTAINERS
Existing containers may need to be down-rated due to the more stringenttesting requirements. It is recommended that container owners carry out areview of existing design MGM ratings to ensure that the container(s) willmeet the testing requirements of 2.5 times MGM. It may be necessary torevise the container MGM and to update drawings as required, indicating newratings.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 85
PAD EYEREQUIREMENTS
One of the most critical areas in the fabrication of an offshore container is thepad eyes and their attachment to the container. For this reason the followingare recommended for offshore containers.• the installation of pad eyes must be carried out in accordance with good
engineering practices;• no “bolted on” pad eyes are permitted;• pad eyes must be welded to the primary structure of the container;
Note: For existing containers of monocoque construction, a detailedengineering assessment of the pad eye connection is required;
• design carried out by a qualified structural engineer and checked by anindependent engineer;
• for design purposes, the design load is to be carried on two diagonallyopposite pad eyes;
• align to centre of gravity of the loaded container;• shackle pin hole to be +3mm or, not greater than 4% more than the
shackle pin diameter;• width of pad eye to be equal to 75% of the opening of shackle to be fitted.
This may be accomplished by fitting bosses (cheek plates) to pad eye;• material traceability where appropriate material with through thickness
properties is to be specified. (Lamellar Defects);• documented welding procedures (To AS1554, AWSD1.1 etc.);• welder qualification trace-ability; and• NDT inspection of welding by MPI for all fillet welds & a combination of
Ultra Sonic and MPI for full penetration welds.Notes:1. The installation of pad eyes must have engineering trace-ability.2. DNV 2.7-1 provides full details of container design and material
requirements and designers are encouraged to use the DNV document as aguide.
GENERAL DESIGNREQUIREMENTS
• Monocoque construction is not to be used in new offshore containerfabrication and/or designs ie. A “Primary structure” is required.
• For all other design requirements for new offshore containers, refer toDNV2.7-1 “Certification Notes – Offshore Containers”.
.
MARKINGREQUIREMENTS
All Offshore containers shall have the following:• Operational Marking Plate (Tare, Nett & Gross);• Test Plate (date of tests and inspections); and• Each container should be marked with a unique identification number
issued by the owner.Notes:1. The above referenced “unique number” should be cross-referenced on all
relevant documentation, including the “Certificate of Conformity”.2. The number should be prominently displayed on at least 2 sides of the
container in contrasting colours with stencilled characters of not less than75 mm in height.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 86
COMMENTS ONLOAD TESTING OFOFFSHORECONTAINERS
The load test requirements for offshore containers used in Australian watershave traditionally been taken from Marine Orders Part 32 as published by theAustralian Maritime Safety Authority. However, it is recognised that the tablepublished in Marine Orders Part 32 is not suited to offshore containers andthese guidelines recommend that the requirements of the InternationalMaritime Organisation (IMO) be applied.
IMO have issued a circular (613) that details testing requirements for offshorecontainers. This circular, referenced in Marine Orders part 44, paragraph 11 isto be replaced by circular MSC 860.
LOAD TESTING Prior to load testing, carry out thorough visual inspection as detailed withinthis document. There is no value in testing a container that has defects.
NDTCarry out NDT inspection on pad eye welds prior to and following loadtesting. There will be no point load testing if pad eye welds have existingfaults.
4 Point Lifting Test:Internal Load (not to be hung under container): a uniformly distributed load,such that the combined tare of the container and test load is equal to 2.5 timesthe rated MGM. The container should be lifted with its lifting set attached toall four pad eyes.
2 Point Lifting Test:Internal load (not to be hung under container): a uniformly distributed loadsuch that the combined tare of the container and test load is equal to 1.5 timesthe rated MGM. The container should be lifted with slings attached to twodiagonally opposite pad eyes during the test.
DOCUMENTATIONREQUIREMENTSPRIOR TOLOAD-TESTING
The following requirements apply to any offshore container including baskets,bottle racks, waste skips, completion baskets, workshops, stores and any otherstructure used to transport goods to and from offshore facilities.
The equipment owner (or user) is required to provide the testing facility withadvice regarding design drawings and design calculations as detailed onPage92.This information is required to enable the testing authority to issue aCertificate of Conformity that will confirm that the subject container meets therequirements of these Guidelines.
COMMENTARY ONCLASSIFICATIONSOCIETY APPROVEDOFFSHORECONTAINERS
When a container with classification society certification is presented to aNATA accredited facility for load testing, the facility is not required to verifythe design. The NATA accredited facility can proceed with load testing thecontainer and issue the Load Test Certificate on the strength of the ClassSociety Certification approval and the satisfactory load test.
Advice regarding the engineering drawings and design calculations detailedbelow is not required for a classification society approved container.Maintaining classification society certification will provide acceptance of thecontainer at other locations throughout the world.
NATA ACCREDITED When a container is presented to a NATA accredited facility for inspection
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 87
FACILITYRESPONSIBILITIES
and testing according to these guidelines, the facility management isresponsible for ensuring the safety of offshore containers.
ALLOWABLEDEFLECTIONDURING &SUBSEQUENT TOLOAD TESTING
Allowable deflection limits are detailed within DNV 2.7-1 Certification notes– Offshore Containers.Refer to sections 3.7.1.2 & 3.7.1.3 of referenced DNV document.
COMMENTS ONDEFLECTIONLIMITS
Where deflection exceeds the maximum allowable limit, the container shouldbe either, de-rated, strengthened, or scrapped.
SLINGS Sling sets may be chain or wire rope.
• Material for chain used in 5th leg of a 5 leg assembly must comply withISO 3076.
SHACKLES Shackles must be:• Grade “S” minimum• Safety pin type with split pin fitted• Bow shackles are preferred
CERTIFIED VISUALINSPECTIONREQUIREMENTS
The following should be considered when undertaking certified visualinspection• container is free from obvious defects, significant corrosion, impact
damage, cracks, etc;• under-floor support structure inspection;• place container on supports to allow full inspection of underside and
ensure adequate lighting;• look for extensive corrosion and/or any cracking;• it may be necessary to sand blast corroded steel to allow full inspection;• suspected areas of cracking to have NDT inspections carried out;• steelwork that has suffered metal loss of 10% or greater through
corrosion, is to be replacedNote: This may require UT checks to quantify metal loss;
• complete structure to be examined for corrosion, cracking, and impactdamage. Particular attention is to be given to inspection of lifting points,under-side members and corner post assemblies;
• visually inspect all welds for defects;• inspect for signs of mechanical damage;• doors, frames, seals, hinges, locks should be examined and functionally
checked to ensure satisfactory operation without undue force;• check floor is substantially flat with no signs of damage or other
indications that may indicate overloading. Any internal floor damage mayindicate underside damage- re-check; and
• marking plates in accordance with these guidelines.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 88
TESTING OFWORKSHOPCONTAINERS,LOGGING UNITSETC.
It is recognised that it is extremely difficult, and in some cases impossible, tofit the required test weights into containers that have work benches, shelvingetc. It is also impossible to fit weights into many logging units and othercontainer style cabins that either are full of specialised equipment used byservice companies or, only have personnel access doors.
In the case of these units it is recommended that more stringent inspectionrequirements apply to these units in lieu of any load testing.
6 YEARLYINSPECTION OFWORKSHOPCONTAINERS,LOGGING UNITSETC. THAT CANNOTBE LOAD TESTED
Where test weights cannot be evenly distributed across the floor area of anycontainer, logging unit etc. the following inspection methods shall be used toensure the on-going integrity of the equipment. These requirements shall beadditional to the annual, thorough visual and NDT inspection requirementspreviously outlined.Note: This method of integrity assurance will be in lieu of load testing and willonly be carried out by facilities accredited with NATA for visual or NDTinspection or Classification Societies (e.g. DNV, Lloyds etc.)
• Place container on racks to allow full underside inspection.Note: Do NOT walk underneath containers suspended by fork-lift orcranes.
• Abrasive blast 25% of under-floor structural welds.• Carry out MPI on all welds cleaned by blasting• Where cracking is found in the underside should be completely abrasive
cleaned and all structural welds inspected by MPI method.• Carry out UT testing of any under-side structural members suspected of
having areas of > 10% metal loss.Note: If any metal loss of > 10% is detected, the remaining structuralmembers shall also be UT checked for metal loss.
• Carry out repairs as required using approved welding procedures,qualified welders and trace-able materials equivalent to the originalstructure members as detailed on the engineering drawings.
• Carry out MPI on all weld repairs and rectify any faults detected.• Re-coat underside of container with a suitable coating for the offshore
environment.• NATA accredited facility shall provide the equipment owner with a “stick
diagram” of the container underside. The diagram shall identify membersand joints inspected.
• The equipment owner should ensure that all QA documents relating torepairs carried out are complied and retained on file for future reference.
Note: Whilst the abrasive blast requirements may, at first seem to be quiteextensive, it will, in most cases be advantageous as many containers willrequire re-application of coatings (particularly underneath) at the end of 6years and this work will fit well with that requirement.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 89
VISUAL INSPECTORKNOWLEDGEREQUIREMENTS
The inspector must have, as a minimum, a knowledge and adequate practicalexperience of:• The statutory requirements relating to containers.• The provisions of DNV 2.7-1• The various types of containers in service.• The correct methods of slinging and handling the containers.• The loads, stresses and strains affecting containers when handled under
adverse offshore conditions.• The methods of testing containers as detailed in Maritime Safety.
Committee circular 860 or, DNV2.7-1 Offshore Container, CertificationNotes.
• Defects likely to be found in containers and acceptable levels of wear,distortion and deterioration in relation to safety in use.
• Welding methods and procedures and qualification of welders.• The various methods of non-destructive examination (NDE) and a good
understanding of how they work and their limitations• Techniques for measuring container to ensure distortion has not occurred
during service or load testing• Inspection of rigging and lifting equipment as per the category ‘Lifting
Sling(s)’ as detailed in Table F3.
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 90
OK NOREQUIREMENTS TOBE MET PRIOR TOISSUING A“CERTIFICATE ofCONFORMITY”
• Engineering drawings have been prepared or reviewed by a"body" meeting the requirements of section 2.6
• Drawings meet the requirements detailed within thisdocument.
• Container been inspected in accordance with “CertifiedVisual Inspection Requirements” as detailed in Appendix I.
• • • Engineering drawings and structural analysis support any
modifications.• Pad eyes are fitted to the container• Pad eyes have engineering design drawings available• Pad eye design complies with the requirements of this
document.• Container has been de-rated as per requirements of this
document• Container has been load tested as per requirements of this
document• There is no permanent distortion of the container following
load testing (Refer to DNV 2.7-1, section 37.1.2 & 3.7.1.3)• Fork-lift pockets marking is as per the requirements of this
document.• Material for chain used in 5th leg of a 5 leg assembly must
comply with ISO 3076.• NDT of pad eye welds, structural member welds and floor
support structure has not revealed any cracking (or repairshave been effected)
Figure I.1: Suggested Offshore Container Identification Plate
OFFSHORE CONTAINER Name of Manufacturer Month/year of Manufacture Manufacturers Serial No. Maximum Gross Weight kg at deg sling angle Tare Weight kg Payload Container kg Intermediate Deck kg Certificate of Conformity No. Design Temperature Degrees C
IDENTIFICATIONPLATE MATERIAL &SIZEREQUIREMENTS
• Plate to be of stainless steel or marine grade aluminium, approximately 1.5 mm thick
• Affixed with stainless steel rivets (not aluminium)• 215 mm overall width• 150 mm overall height• Main heading alpha characters to be stamped 10mm in heightOther alpha & numeric characters 5mm in height
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 91
FIGURE I.2: SUGGESTED INSPECTION DATA PLATE
215
35 180 (6 x 30)
INSPECTION DATA – OFFSHORE CONTAINER
Container No. Maximum Gross Mass kg @ deg. Apex sling angle
Tare Mass kgPayload Container kg Intermediate deck kg
Owner:Tel. No. +
++
TEST PROOF LOAD NDT VISUALINSPECTION
INTERVAL 6 YEAR TEST 3 YEAR TEST 1 YEAR TESTDATE CERT NO DATE CERT NO DATE CERT NOAT
MANUFACTURE
ATSITE
1.5 mm Stainless Steel Or Marine Grade Aluminium 5 mm LETTERING
Suggested plate incorporates ideas from international documents and localrequirements. All dimensions are shown in mm.
250 mm
70 mm
10 mm LETTERING
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 92
FIGURE I.3 SUGGESTED ALTERNATE IDENTIFICATION PLATE
215 mm
OFFSHORE CONTAINER
Name of Manufacturer Month/year of Manufacture Manufacturer’s serial No. Maximum Gross Mass kg @ deg. Apex sling angle Tare Mass kgPayload Container kg Intermediate deck kg Certificate of Conformity No. Design Temperature oC
The suggested plate complies with international document requirements.
1.5 mm Stainless Steel orMarine Grade Aluminium
150 mm
10 mm LETTERING5 mm LETTERING
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 93
FIGURE I.4 SUGGESTED OPERATIONAL MARKING PLATE
ID No TW-SS01
OWNER WOODSIDE
MANUFACTURER DISON
DATE OFMANUFACTURE
12/96
TYPE OFFSHORE EQUIPMENT CONTAINER
All dimensions shown are in mm.
200
1.5mm Stainless steel orMarine Grade Aluminium
90
3.2
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 94
FIGURE I.5 SUGGESTED IDENTIFICATION NUMBER DETAIL
75mm high lettering, 7.5mm thick
PW - SS01
VARIES
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 95
FIGURE I.6: SUGGESTED ALTERNATE OFFSHORE CONTAINER INSPECTIONDATA PLATE
INSPECTION DATA-OFFSHORE CONTAINER
Container No.Maximum Gross Weight (wt) kg at deg, Apex sling angleTare Weight kgPayload - Container kg Mid- deck kg (Where Applicable)
Owner:Tel. No. +
DATE: DATE: DATE:
TEST TYPE: TEST TYPE: TEST TYPE:
TESTED BY: TESTED BY: TESTED BY:
DATE: DATE:
TEST TYPE: TEST TYPE:
TESTED BY:
DATE:
TEST TYPE:
TESTED BY: TESTED BY:
DATE: DATE: DATE:
TEST TYPE: TEST TYPE: TEST TYPE:
TESTED BY: TESTED BY: TESTED BY:
DATE:
TEST TYPE:
DATE:
TEST TYPE:
TESTED BY:
DATE:
TEST TYPE:
TESTED BY: TESTED BY:
DATE: DATE: DATE:
TEST TYPE: TEST TYPE: TEST TYPE:
TESTED BY: TESTED BY: TESTED BY:
INSPECTION DATAPLATE MATERIAL &SIZEREQUIREMENTS
• Plate to be of stainless steel or marine grade aluminium, approximately 1.5 mm thick
• Affixed with stainless steel rivets (not aluminium)• 215 mm overall width• 250 mm overall height (approx.)• Main heading alpha characters to be stamped 10mm in height• Other alpha & numeric characters 5mm in height
APPEA Guidelines for Lifting Equipment - Inspection, Testing and Marking of Offshore Containers
Page 96
ONGOINGINSPECTION & TESTREPORTS
Ongoing, in-service reports will include the following as appropriate:• Visual Inspection Reports;• Load Test Reports; and• Non Destructive Testing Reports.