R002

NORSOK STANDARD R-002 (SEP-2012)
LIFTING EQUIPMENT

NORSOK STANDARD R-002
LIFTING EQUIPMENT
1.SCOPE
2.NORMATIVE AND INFORMATIVE REFERENCES
NORMATIVE REFERENCES
INFORMATIVE REFERENCES
3.TERMS, DEFINITIOS AND ABBREVIATIONS
TERMS AND DEFINITIONS
ABBREVIATIONS
4.GENERAL SAFETY REQUIREMENTS
1 SAFETY
2 FITNESS FOR USE
3 RELIABILITY AND AVAILABILITY
4 PRINCIPLES OF SAFETY INTEGRATION
5 INHERENTLY SAFE DESIGN MEASURES
6 SAFEGUARDING AND COMPLEMENTARY PROTECTIVE MEASURES
7 INFORMATION FOR USE
8 STRENGTH PROPORTION
9 MAINTENANCE
10 QUALITY MANAGEMENT SYSTEM
11 RISK ASSESSMENT
12 RISK REDUCTION
13 DOCUMENTATION OF RISK ASSESSMENT
14 VERIFICATION
15 QUALIFICATION OF NEW TECHNOLOGY
5.COMMON REQUIREMENTS
1 SUITABILITY
2 MATERIALS AND PRODUCTS
3 FIRE AND EXPLOSION
4 ERGONOMICS
5 ENVIRONMENTAL CONDITIONS
6 OPERATIONAL LOADS
7 STRENGTH AND STABILITY- STRUCTURE AND MECHANISMS
8 STRENGTH AND STABILITY-CLASIFICATION
9 HIG RISK APPLICATIONS
10 POWER SYSTEMS
11 ELECTROTECHNICAL EQUIPMENT
12 NON-ELECTROTECHNICAL EQUIPMENT
13 CONTROLS, CONTROL STATIONS AND CONTROL SYSTEMS
14 LIMITING AND INDICATING DEVICES
15 EMERGENCY SYSTEMS
16 COMMUNICATION
17 PNEUMATICS
18 HYDRAULICS
19 ELECTROMAGNETIC COMPATIBILITY (EMC)
20 EXHAUST AND NOISE EMISSIONS
21 UTILITY SYSTEMS
22 FABRICATION
23 INSTALLATION AND ASSEMBLY
24 CORROSION PROTECION
25 TECHNICAL CONSTRUCTION FILE
ANNEX A- Launching and recovery appiances for life saving equipment
ANNEX B- Material handling principles
ANNEX C- Lifting accessories and lifting components-Group (G11)
ANNEX D- Lifting equipment in drilling area
ANNEX E- Lifts
ANNEX F- Portable units
ANNEX G- Cranes
ANNEX H- Foundations and suspensions
ANNEX I- Selection of elastic pennant-calculation example
ANNEX J- Lifting lugs and mating shackles
ANNEX K- High risk application
Annexes A,B,C,D,E,F,G &H= are NORMATIVE
Annexes I, J &K=are INFORMATIVE

LIFTING EQUIPMENT
1.SCOPE
Technical requirements to lifting appliances and lifting accessories on all fixed and floating installations, mobile
offshore units, barges and vessels, and on LAND-based plants where petroleum activities are performed.
Also valid for material handling and the following equipment:
-Lauching and recovery appliances for life saving equipment
-Means of connection and release systems that are integrated parts of life saving equipment- anchorage
-Portable units
-Foundations and suspensions for lifting appliances
-Lifts
2.NORMATIVE AND INFORMATIVE REFERENCES
NORMATIVE REFERENCES
It gives about 120 normative standards references with regard to different lifting equipment.
INFORMATIVE REFERENCES
It gives references to Det Norske Veritas, offshore specifications, and standard about structures.

LIFTING EQUIPMENT
3.TERMS, DEFINITIOS AND
ABBREVIATIONS
TERMS AND DEFINITIONS
Activation: system-power+control system
Agreed: operating condidions specified
Availability: perform reguired function
Breaking load: (breaking force)/static
Breaking load test: static test
Can = possibility & capability
Complex lifting applicances
Crane
Design temperature
Extended harm: material or environment
Fail-safe component: know in advance
Harm: physical ingury or damage to health
Inherently safe design measure
Installation
Launching and recovery applicances
Lay down area: deck-storage load
Lifesaving equipment
Lifting accessories=lifting gear=loose gear-ILO
Lifting appliances-vertical w/ w/o horizontal movement
Lifting components
Lifting equipment
Lifting operation
Lifting set: single o multi legged sling
Lifting zone: horizontal & vertical
LSA code- Life saving appliances
Main lay down area
Material handling
May- within the limits of this NORSOK standard
Means of connection: hooks, links, rings
Offboard lift: action between lift-offshore-floating area
Offload angle-between hook-load
Offshore crane
Onboard lift
Operating temperature limits
Personnel transfer carrier
Proof load
Proof load test (proof force test)/static
Rated capacity (R): maximum load
Redundant component
Release mechanism: disconnecting equpment
Release system: release mechanism & activation
system
Reliability: to perform function
Reliable component
Recue boat: MOB=man over board
Rescue equipment
Risk
Safe working load-SWL/R
Shall= requirements to conform to this NORSOK
Should= recomended possibilities
Sidelead angle : see figures
Significant wave height : occurring in 20’
Test: equipment is suitable for use
Test load: confirm comply with specificacion and
statutory requiremens
Working area
Working load limit WLL- maximum load
Side lead angle SL is relatively small, less than 5 to be
within the allowable fleet angle on the sheaves. This
is represented in FIG. 1b of the drawings.

LIFTING EQUIPMENT
3.TERMS, DEFINITIOS AND ABBREVIATIONS
ABBREVIATIONS
ALARP as low as reasonable practicable
ALS accident limite state
ATEX Atmosphères Explosibles
CE Conformité Européenne
EMC electromagnetic compatibility
EU European Union
FAT factory acceptance test
FMECA failure mode, effects and criticality analysis
FPSO floating production, storage and offshore loading
HVAC heat, ventilation and air conditioning
IMO International Maritime Organization
LS life saving
NLS non- life saving
NMD Norwegian Maritime Directorate
RCM reliability centered maintenance
SLS serviceability limit state
SWL safe working load
UHF ultra high frequency
ULS ultimate limit state
VHF very high frequency
WLL working load limit
Other abbrevations
LE Lifting equipment
LA Lifting appliance
PSA Petroleum Safety Authority
FPSO Floating Production, Storage and Offloading units- Offshore oil and gas
LSA Lifting Save Appliances (LSA)
MOB Man Over Board
FMECA Failure Modes, Effects and Criticaly Analysis
EOS Emergency operation system
IMDG International Maritime Dangerours Good- Code

LIFTING EQUIPMENT
1 SAFETY
Lifting equipment-be designed, fabricated, tested, installed and maintenanced to reduce risks- humans, environment and material assets
2 FITNESS FOR USE-workplace, work itself, and any risk during the work
3 RELIABILITY AND AVAILABILITY-operating stresses and loading+environmental influences+other//minimum down-time-
safety always prevail.
4 PRINCIPLES OF SAFETY INTEGRATION- Eliminate and reduce risk+safeguarding and complementary protection
measures+inforrm the users of the residual risk due any shortcoming of protection. Risk assessment principles=ISO 12100/14121-2
Complex lifting applicances-eg IEC60812 (FMECA)
5 INHERENTLY SAFE DESIGN MEASURES-ISO 12100 clause 6.2-Fail-safe components or redundant be used.
6 SAFEGUARDING AND COMPLEMENTARY PROTECTIVE MEASURES- To eliminate risks -reference ISO 12100 clause 6.3
7 INFORMATION FOR USE- be an integral part of supply of lifting equipment-ISO 12100 clause 6.4
8 STRENGTH PROPORTION-overloading-structural and mechanical break down-minimised.NO APPLY LIFTING ACCESSORIES AND
PORTABLE UNITS. Apply to-cranes and lauching appliances for life saving equipment-structural integrity.
9 MAINTENANCE (inspecton &testing)-Safety+Reliability+Availability. Easily be performed-facilities be provides.
References: cranes ISO 12482-1 & relevant parts of NORSOK Z-008. Complex lift.appliances- RCM- in IEC 60300-3-11
10 QUALITY MANAGEMENT SYSTEM-design, manufacturing and installation acc. ISO 9001 or equivalent

LIFTING EQUIPMENT
11 RISK ASSESSMENT-
General- shall be carried out in acc. ISO 12100. Methods of analysis risk depend on lifting equipment, examples ISO/TR 14121-2 Annex A.
Determination of the limits-Include: use limits, different modes of operation and operator interventions, space limits, time limits
and environmental limits.
Identification of hazards-In all situations: Construction, assembly, FAT, transport, installation, commissioning, use , maintenance and
testing, repair, de-commissioning, dismantling and removal. Reference ISO 12100
Estimation of risks- the risk is a combination of occurrence and the severity of the harm
Severity of the harm estimate –Severety of damage (slight/serious/fatal) and Extend of harm (one person or several).
Extended harm- Severity in terms of cost or environmental damage (minor/major/catastrophic), Extent of harm (slight/moderate/extensive).
Exposure to a hazard- access to the hazard zone, time spend, number persons exposed, frequency of access.
Ocurrence- reliability, incident and accident history and risk comparison.
Posibilities of avoiding the harm: personal skills, how quickly, awareness of risk and possibility of escape.
Evaluation of risks-shall be carried out to determinate if risk reduction is required.
12 RISK REDUCTION-all possibilities to reduce the risk inr redesign, modification, protective measures and information for use.
3 STEP METHOD : 1. Inherently safe design measures.
2. Safeguarding and complementary protective measures.
3. Information for use-cover residual risk
13 DOCUMENTATION OF RISK ASSESSMENT-Include:
1. LE-specifications, limits, use, load, strengths, safety factors
2. Hazards and hazardous situations, events-assessment
3. Information on which risk assessment was bases-Data used and the sources and uncertainty associated
4. Objectives to be achieved by protective measures
5. Protective measures implemented to elimitate identified hazards or to reduce risk
6. Residual risks associated with the LE
7. The resul of the risk assessment
8. Any forms completed- such as given in ISO/TR14121-2
14 VERIFICATION- Before use LE shall be controlled by Enterprise of competence acc. NORSOK R-003 or R005 Annex H.
Vertical height of more than 3 m- required Notified Body if Machinery Directive is applicable.
3º party verification dependent complexity of the LA- DNV-OSS-308.
Reports-available to the end user.
15 QUALIFICATION OF NEW TECHNOLOGY-DNV-RP-A203 may be used for qualification of new technology.

LIFTING EQUIPMENT
1 SUITABILITY
General
Lifting of personnel
Mechanical interference
2 MATERIALS AND PRODUCTS
Fire prevention and protection
Hazardous areas
HVAC
Fire and gas detection
Fire and gas alarms
Shut-down system
4 ERGONOMICS
General
Opertor position
Escape and access
Marking
Illumination
Prevention of unexpected start-up
Guards
Crushing hazard
Falling objects
Mechanical vibration and shock
Handling and transport facilities
Hot surfaces
Temperatures
Atmosphere
Radiation
Wind
Waves, sea induced motions and inclinations
6 OPERATIONAL LOADS
7 STRENGTH AND STABILITY-
STRUCTURE AND MECHANISMS
General
Principles for proof of competence
Loads, load actions, load combinations and Load
effects
Limit states and proof of competence
Mechanisms
Brakes
9 HIG RISK APPLICATIONS
10 POWER SYSTEMS
Electrical installations
Electrical motors
Combustion engines
11 ELECTROTECHNICAL EQUIPMENT
12 NON-ELECTROTECHNICAL EQUIPMENT
13 CONTROLS, CONTROL STATIONS
AND CONTROL SYSTEMS
14 LIMITING AND INDICATING DEVICES
Emergency stop
Emergency lowering system
Emergency operation system (EOS)
16 COMMUNICATION
Telephone
Uhf/vhf radio
Loudspeaker/alarm horn
17 PNEUMATICS
18 HYDRAULICS
19 ELECTROMAGNETIC COMPATIBILITY
(EMC)
EMC inmunity
EMC emission
21 UTILITY SYSTEMS
Sight
Ventilation
Utility supplies
22 FABRICATION
General
Surface preparation and protective coating
Bolting
General
Content
Instruction for use

LIFTING EQUIPMENT
1 SUITABILITY
GENERAL: design parameters include:
- location of installation,
- type of installation,
- area of installation, arrangement, lay-out and load handling area,
- environment, including temperatures, radiation, wind and other weather conditions,
- criticality of the loads to be lifted, and the importance of the lifting operation,
- rated capacity,
- classification (utilization) (see also 8-commom requirements),
- design life,
- noise and emissions,
- operational limitations,
- anti collision system,
- fire and gas shut down philosophy,
- automatic shut down criteria,
- other relevant health, safety and environment requirements.
LIFTING OF PERSONNEL: be designed and equipped to minimise the risk. Structural and mechanical capacity-higher value risk
coefficient-see 5.9 and annexes.
LA for lifting of person shall be equiped with additional safety features-see 5.9-5.15 and annexes
MECHANICAL INTERFERENCE: warning signals and anti-collision systems on LA where mechanical interference with other equipment.
2 MATERIALS AND PRODUCTS- Toxic or harmful liquid and substances shall be minimised.
FIRE PREVENTION AND PROTECTION: acc. to EN 13463/NORSOK S-001 and EN 13478. Marking acc. ISO 7010.
HAZARDOUS AREAS: LE shall be compatible with area installed or used. Explosion protection acc. IEC 60079.
LA comply with ATEX requirements-and Zone 0 or 2 acc. EN 1127-1.
Electrotechnical equipment mounted externally on LA in non-hazardous areas- minimum Zone 2 (See Norsok S-001).
Area clasification acc. IEC 61892
HVAC: heat, ventilation and air conditioning in enclosed spaces of LA shall be acc. NORSOK S-001 and S-002
FIRE AND GAS DETECTION: complex LA shall be equiped acc. NORSOK S-001
FIRE AND GAS ALARMS: reference ISO 13702-LA enable the operator to terminate any lifting operation and bring the crane and load to a safe position before
activating a manual shut down.
SHUT-DOWN SYSTEM: LA shall be equiped with automatic shut-down- activate upon confirmed gas detection in a crane ventilation system or in the combustion air
inlet, without delay- NORSOK S-001

LIFTING EQUIPMENT
4 ERGONOMICS
GENERAL: LA shall be designed in accordance with ergonomic principles with EN 614-1, EN 614-2, ISO 6385 & NORSOK S-002.
OPERATOR POSITION: Control station-health and safety. Design of displays and controls acc. EN 894-1/2/3
ESCAPE AND ACCESS: in acc. with EN 13586. LA be designed for access for operation, inspection and maintenance acc. NORSOK S-002.
MARKING: All lifting equipment have the following marking:
- name and full address of the manufacturer,
- designation of the lifting equipment,
- designation of series or type,
- serial number,
- the year of construction, that is the year in which the manufacturing process is completed,
- any legal marking (e.g. CE-marking) if applicable
Potentially explosive atmosphere be marked.
LA shall be marked with thir rated capacity-SWL- (for cranes acc. EN 12644-2)
LA marked with WLL in lifing accessories
Full information essential for safe use
Safety colour and safety signs acc.ISO 3864-1/ISO 3864-2/ISO 3864-3/ISO 13200
All parts of LE that must be handled , must be indicated legibly, indelibly and unambiguously.
ILLUMINATION: Working area, and aircraft warning light acc.NORSOK S-002, and 5.6
PREVENTION OF UNEXPECTED START-UP: acc. with EN 1037. Enclosed cabins and/or remote controls-shall be equiped with switch/device with the operator can
disable the main control levers
GUARDS: Fixed or moveable guards acc. EN 953 to protect persons from mechanical, thermal or other hazards
CRUSHING HAZARD: for operation and maintenance- safety zones and distances acc. ISO 13857 and EN 349
FALLING OBJECTS: analysed vibration or impacts-be secured with a double physical barrier against detachment. Following methods/products: controlled pretension to
70% of yield, nut with split-pin through the bolt, throught metal nuts and locking plates. Bolts used in LE shall be secured.
MECHANICAL VIBRATION AND SHOCK: LE shall be evaluated acc. NORSOK S-002 and ISO 2631-1
HANDLING AND TRANSPORT FACILITIES:LA provided facilities for handling major componets (motors/gearboxes/pumps/sheaves…).+detachable parts more
25kg- strapping or equiped with attachment points-i.e. lifting lugs-References is made to Annex B
HOT SURFACES: no exceed the ignition temperatures. Shield and guards to prevent skin contact.

LIFTING EQUIPMENT
TEMPERATURES: minimum and maximum operating temperatures, be stated in the instruction for use, determined by the manufactured. Minimum
snow and ice accumulation.
ATMOSPHERE: LE shall be designed with 100% relative humidity
RADIATION: LE exposed to heat radiation from flares or burner boom... Limit radiation generation acc. EN 12198-2
WIND: in service and out of service requirements in Annexes. No wind loads, folow the requirements in EN 13001-2, 4.2.3.1 and 4.2.4.2
WAVES, SEA INDUCED MOTIONS AND INCLINATIONS: design for dinamic impacts, load offsets and inclinations. In or out of service.
6 OPERATIONAL LOADS- LE design for the in-service and out-of-service including the environmentlly induced loads. Be stated in the instructions
for use and in rated capacity information- load indicator, load tables,marking…
7 STRENGTH AND STABILITY- STRUCTURE AND MECHANISMS
GENERAL: be calculated with recognised standards, annexes or methods in 5.7.2 to 5.7.6
PRINCIPLES FOR PROOF OF COMPETENCE: structural an mechanical strength of structural member and their connections, ropes, rope reeving
components and load holding devices and other LE shall be documented by calculation acc. limit state method in EN13001-1
LOADS, LOAD ACTIONS, LOAD COMBINATIONS AND LOAD EFFECTS: amplified by dynamic coefficcientes, multiplied by partial safety factors
and load combinations acc. EN13001-2. Upper and lower extreme of stresses or inner forces. Given in the annexes.
LIMIT STATES AND PROOF OF COMPETENCE: CEN/TS 13001-3 limit design stresses/forces-for static strength,fatigue stregth and elastic stability.
Technical specification:
- EN13001-3-1 for structural members and welded, bolted and pinned connections;
- CEN/TS 13001-3-2 for wire ropes in reeving systems;
- prEN 13001-3-3 1) for wheel/rail contact;
- CEN/TS 13001-3-5 for forged hooks.
For fatigue design of steel structures DNV RP-C203
MECHANISMS: need to start or stop motion between 2 rigid parts. Prove for loads defined in FEM 1.001 booklet 2. 2.5 (&failure due to fracture,
crippling, fatigue-booklet 4,4.1). EN 13135-2 for certain components in mechanisms.
BRAKES: for slewing mechanisms, travel mechanisms, hoisting mechanisms an other winch driven mechanisms- (e.g. lufting or telescoping) in addition to req. in
EN13135-2-comply with design requirements in FEM 1001 booklet 7, 7.7.5.3. Automatically activated- power failure or emergency.
FEM 1001
Booklet 1 - Object and Scope
Booklet 2 - Classification and loading on structures and mechanisms
Booklet 3 - Calculating the stresses in the structure
Booklet 4 - Checking for fatigue and choice of mechanism components
Booklet 5 - Electrical equipment
Booklet 6 - Stability and safety against movement by the wind
Booklet 7 - Safety rulesBooklet 8 - Test loads and tolerances

LIFTING EQUIPMENT
Specified acc. EN 13001-1 by the following classification
9 HIG RISK APPLICATIONS : examples
 Lifting of load, moving the lifting appliance or parts over
pressurized or critical equipment, see Annex B3.3.
 Lifting of personnel
 Lifting of certain loads –explosives, flammables, dangerous chemicals or pressurised equipment.
LE shall be designed to reduce the probabilities and consequences of possible harm.
LA for high risk application addressed in clause 5.12.3 of EN13132-2, and risk coefficient specified in EN 13001-2.
Annex K- informative describes - levels of safety.
As a general rule, risk coefficient for lifting persons-ɣn =1.5
Verification level-at least Medium- DNV-OSS-308
EOS – Emergency Operation System in accordance 5.15.3
10 POWER SYSTEMS
ELECTRICAL INSTALLATIONS: Electrical powered LA acc. NORSOK E-001, Electrical installation of LA acc. IEC 61892
ELECTRICAL MOTORS: Installed in LA acc. IEC 60034
COMBUSTION ENGINES: In LA acc. EN 1679-1 and EN 1834-4. Exhaust of combustion engines-see 5.3 and clause 5.5 of NORSOK R-001
Audible and visual alarm shall be given at for max allowable exhaust gas temperature.
11 ELECTROTECHNICAL EQUIPMENT acc. EN 13135-1/IEC 60204-1 & IEC 60204-32.
Minimum requirements for protection against water ingress and dust penetration:
 For indoor located equipment: Grade IP44 according to IEC 60529
 For outdoor located equipment: Grade IP56 according to IEC 60529
12 NON-ELECTROTECHNICAL EQUIPMENT acc. EN 13135-2
SERVICE CONDITION CLASSIFICATION
WORKING CYCLES U
AVERAGE DISPLACEMENT D
LOAD SPECTRUM Q
NUMBER OF ACCELERATION P

LIFTING EQUIPMENT
13 CONTROLS, CONTROL STATIONS AND CONTROL SYSTEMS
Acc. EN 13557 and safety principles in IEC 60204-32.
Complex lifting acc. ISO 13849-1
PLr-Performance levels of safety related parfs of controls sistems-Table 1.
Definitons symbols see ISO 13849-1 (Safety functions)
Programmable electronic systems acc. ISO 17894
14 LIMITING AND INDICATING DEVICES- acc. EN 12077-2. Visual danger signals in accordance with EN 842
EMERGENCY STOP : LA shall be equipied with emergency stop in acc. ISO 13850
EMERGENCY LOWERING SYSTEM : to avoid hazard of swinging loads. Not required if emergency operation system is in accordance EOS.
Enable a controlled lowering of the load upon a power failure, landing the load safely (15 min after an unintended stop)
Activation switches or handles- be of hold-to run type and marked
Operator have a clear view or the load and the lifting zone.
EMERGENCY OPERATION SYSTEM (EOS) : lifting appliances for lifting of persons shall be able to move the load in any direction, in case of
a main power failure (2º power supply) see Fig.1.
System- be simple to operate, no delay, avoid risk.
Speeds for SWL BE 10% of the minimum required speeds.
Only one function be operated at a time.
Control devices be of hold-to run type and marked.
A separete emegency stop- for the mergency operation system.
Clear operation procedure for the system-include in instructions.
16 COMMUNICATION
TELEPHONE: cranes and lifting appliances-in control station shall be fitted telephone.
UHF/VHF RADIO: LA with an enclosed control station -Driver to send/receive message without removing the hands from the main control
levers.
LOUDSPEAKER/ALARM HORN: LA shall be fitted with permanently installed external loudspeaker or alarm.

LIFTING EQUIPMENT
17 PNEUMATICS- acc. EN ISO 4414
18 HYDRAULICS- acc. EN 4413.
Metalic tube connection for fluid power with elastomeric sealing rings-ISO 8434-1 or DIN 2354.
Cutting rings in ISO 8434-1 or DIN 2354 NOT BE USED.
Cutting rings are the limiting factor for working preassure tables of ISO 8434-1/DIN2354.
Maximum working pressure be confirmed and documented.
Flexible hose-NOT be USE between any load holding valves and hydraulic motors or cylinders.
Testing acc. EN 4413 Clause 6 and the following additional test requirements:
 Hydraulic hose for all pressure lines –be pressure tested to 1,5 times the maximum working pressure-limited 70bar above the
MWP=MAX WORKING PRESSURE
 Piping and tubes fittings (industrial tube fittings and cold formed pipe ends)-NO PRESSURE TESTING. (One-time prototype test
of each pipe dimension-documented results)
 Hydraulic hoses and pipe fittings for the return lines and drain lines NO PRESSURE TESTING
Test pressure holding time be minimum 5min and the oil temperature be minimum 7ºC
19 ELECTROMAGNETIC COMPATIBILITY (EMC)
EMC INMUNITY: acc. IEC 61000-6-2
EMC EMISSION: acc. IEC 61000-6-4

LIFTING EQUIPMENT
Minimum noise emission in LA design according to ISO/TR 11688-1 and ISO/TR11688-2.
A-weighted emission sound pressure level at the operator position with windows and doors closed and the HVAC turned on-in accordance NORSOK S-002 Annex A.
Exhaust from combustion engines not exceed the allowable emission limits-Directive 97/68/EC, amended Directive 2002/88/EC and Directive 2004/26/EC
21 UTILITY SYSTEMS
SIGHT: mean for window cleaning-Windshield wiper outside and manual cleaning of the windows from the ouside /inside
VENTILATION: indoor climate of LA acc. NORSOK S-002, 5.7
UTILITY SUPPLIES: permanent arrangements for water, fuel, service air and electrical connections
22 FABRICATION
In accordance DNV Standard for certification of lifting appliances Nº2.22. Ch2, Section 2 Materials and fabrication. This includes:
 Material selection
 Material certificates
 Material quality
 Welding
 Forming(hot or cold)
 Inspection and testing.
In accordance DNV Standard for certification of lifting appliances N2.22. Ch2, Section 2 Materials and fabrication & relevant part of NORSOK Z-007
GENERAL: environmental conditions with regards to risk of corrosion.
SURFACE PREPARATION AND PROTECTIVE COATING: acc. NORSOK M-501 and/or ISO 12944-1
BOLTING: bolts and nuts shall be made corrosion resistant by stainless steel material quality, galvanizing or in accordance 5.24.2.
All external bolts up to and including 10mm diameter- be stainless steel A4 quality.
Exceptions- components subjet to painting, or special connections (hydraulic flanges/gear/hydraulic motor connections/boom flanges bolts).

LIFTING EQUIPMENT
GENERAL: shall be address all requirementes of this NORSOK standard.
When 3º party verification in accordance with 4.14 is agreed-agreed verification.
The technical construction file be prepared and presented in such detail that a 3º party is able to perform a verification of the product
CONTENT: technical file minimum content:
 unique identification details of the lifting equipment,
 design specification including design parameters,
 risk assessments including resulting risk reduction measures and residual risk level,
 applicable requirements for the lifting appliance,
 standards and codes used,
 technical information, such as GA drawings, detailed drawings with dimensions and cross sections relevant for strength analysis, material
specifications, welding details, diagrams of power and control circuits, calculations, test reports etc.
 fabrication documentation, e.g. material certificates, fabrication procedures, welding documentation etc.,
 verification reports,
 formal statements, declarations and certificates,
 instructions for use, including inspection and maintenance instructions, including wear and tear tolerances, non destructive examination
(NDE) programmes if applicable, and NDE prgrammes for examination after load tests performed during construction and installation
INSTRUCTION FOR USE: Made available to the end user.
Instruction for lifting appliances acc. EN 12644-1
Instructions of lifting accessories acc. EN 13155,7.1
Maintenance instruction shall include a maintenance programme in accordance with 4.9, and include information on training of operators and
maintenance personnel.
NDE programmes be made both for regular inspection and for examinations to be performer after overload testing during construction and
installation
Complex lifting appliances-information on training of operators and maintenace personnel take into account the local conditions on/at the
installation and its location.
Include- foundation reaction forces acting between the foundation and the lifting appliance. Foundation reaction forces include the load effects
from the most severe load combinations, including dynamic factors and effects from environmental conditions and motions of the installation.
Any partial safety factors, risk coefficients or consequence factors-foundation forces be clearly stated, ref. Annex H

ANNEX A
LAUNCHING AND RECOVERY APPLIANCES FOR LIFE SAVING EQUIPMENT
A.1 GENERAL (GROUP A)
A1.1 INTRODUCTION
A1.2 GROUP OVERVIEW
A1.3 STRUCTURAL AND MECHANICAL STRENGTH, PROOF OF COMPETENCE
A1.4 LOADS AND OPERATIONAL LIMITATIONS
-OPERATIONAL LIMITATIONS
-RATED CAPACITY
-LOADS AND LOAD COMBINATIONS
-LATERAL LOADS ON MEANS OF CONNECTIONS
-CLEARANCE TO STRUCTURE
A1.5 DYNAMIC EFFECTS
-GENERAL
-DYNAMIC COEFFICIENT ɸ FOR LOAD COMBINATION A1 AND B1 (PICK-UP FROM SEA)
-DYNAMIC COEFICIENT ɸ FOR LOAD COMBINATION C1 (RE-ENTRY)
-DYNAMIC COEFFICIENT ɸ FOR LOAD COMBINATION C6 (EMERGENCY CUT-OUT)
-DYNAMIC COEFFICIENT ɸ FOR LOAD COMBINATION C7 (TEST OF RELEASE
MECHANISM)
-USE OF SHOCK ABSORBERS
-EXPRESSIONS FOR DYNAMIC COEFFICIENT ɸ 2
A1.6 HOISTING AND LOWERING VELOCITIES
A1.7 RISK COEFFICIENT ACCORDING TO EN 13001-2, 4.3.2
A1.8 LIMIT STATES AND PROOF OF COMPETENCE
-GENERAL
-STRUCTURAL MEMBERS AND CONNECTIONS
-ROPES,CHAINS, MEANS OF CONNECTIONS AND OTHER LIFTING COMPONENTS
*GENERAL
*STEEL WIRE ROPES IN RUNNING REEVING SYSTEMS
*CHAINS,MEANS OF CONNECTION AND OTHER LIFTING COMPONENTS
-STRENGTH PROPORTIONS
A1.9 MOTION LIMITERS
A1.10 BACKUP BRAKE
A1.11 SECONDARY INDEPENDIENT POWER AND CONTROL SYSTEM
A1.12 SECURING ARRANGEMENT FOR TRAINING AND MAINTENANCE
A1.13 PROCEDURES
A1.14 TESTING
-GENERAL
-TEST FOR GROUP A1-FREE FALL LIFEBOATS AND THEIR LAUNCHING AND RECOVERY
APPLIANCES
*PROTOTYPE TEST FOR GROUP A.1
*PRODUCTION AND INSTALLATION TESTS FOR GROUP A1
A.2 APPLIANCES FOR FREE FALL LIFEBOATS (GROUP A1)
A2.1 GENERAL
A2.2 LIMITS OF THE LAUCHING AND RECOVERY APPLIANCES FOR FREE FALL LIFE BOATS
-GENERAL
-MAIN STRUCTURE
-PRIMARY MEANS OF LAUNCHING
-SECONDARY MEANS OF LAUNCHING
-MEANS OF RETRIEVAL
-HANG-OFF RELIEF ARRANGEMENT
A2.3RATED CAPACITY
A2.4 FUNCTIONAL AND SAFETY REQUIREMENTS
-PRIMARY MEANS FOR LAUNCHING
*GENERAL
*RELEASE SYSTEM FOR THE PRIMARY MEANS OF LAUNCHING
-SECONDARY MEANS FOR LAUNCHING
*GENERAL
*LAUCHING MECHANISM
· CONSTANT SPEED CONTROL
· WINCH BRAKES, PRIMARY BRAKES
· WINCH BRAKES, BACKUP BRAKES
· CONTROL STATION
*MOTION LIMITER
*EMERGENCY OPERATION
*RELEASE SYSTEM FOR THE SECONDARY MEANS OF LAUNCHING
-MEANS OF RETRIEVAL
*GENERAL
*HOISTING MECHANISM
· GENERAL
· WINCH BRAKES, PRIMARY BRAKES
· WINCH BRAKES, BACKUP BRAKES
· CONTROL STATION
*MOTION LIMITER
*EMERGENCY OPERATION
-HANG-OFF RELIEF ARRANGEMENT
-RELEASE SYSTEM FOR THE SECONDARY MEANS OF LAUNCHING
A3 APPLIANCES FOR LIFEBOATS LAUNCHED BY FALLS AND A WINCH
(GROUP A.2)
A3.1 GENERAL
A3.2 MODE SELECTOR
A3.3 MODE FOR INSTALLATION AND MAINTENANCE
-GENERAL
-CONTROL STATION
-WINCH BRAKES
-MOTION LIMITERS
-BACKUP RELEASE SYSTEM
-SECONDARY INDEPENDENT POWER AND CONTROL SYSTEM
A3.4 MODE FOR EMERGENCY EVACUATION (“PULL AND GO”)
-GENERAL
-LAUNCH DEVICES
-LOWERING MECHANISM AND SPEED CONTROL
-DISABLED SAFETY FEATURES
-RELEASE SYSTEM
-RELEASE MECHANISM
-ACTIVATION SYSTEMS
* GENERAL
* PRIMARY ACTIVATION SYSTEM
* BACKUP ACTIVATION SYSTEM
-RE-ENTRY OVERLOAD PROTECTION
A3.5 HANG-OFF RELIEF ARRANGEMENT
A.4 APPLIANCES FOR ESCAPE CHUTE (GROUP A.3)
A.5 APPLIANCES FOR RAFTS (GROUP A.4)
A.6 APLLIANCER FOR ESCAPE LINES (GROUP A.5)
A.7 APPLIANCES FOR RESCUE BOATS (GROUP A.6)
-GENERAL
-FUNCTIONAL AND SAFETY REQUIREMENTS FOR THE LAUNCHING AND RECOVERY
APPLIANCES
* GENERAL
* MOTION LIMITERS
* CONTROL STATION
* GRAVITY LOWERING
* SECONDARY INDEPENDENT POWER AND CONTROL SYSTEM
* BRAKES
* ROPE TENSIONING SYSTEM
* OVERSPEED PROTECTION
-MEANS OF CONNECTION, RELEASE MECHANISM AND SYSTEMS
-ELESTIC PENNANT FOR LIFTING RESCUE BOAT WITH OFFSHORE CRANE
* GENERAL
* WORKING LOAD LIMIT WWL
* SAFETY FACTORS
* STATIC STIFFNESS
* TESTING
* MARKING
*CERTIFICTE
*CALCULATION EXAMPLE
-INSTRUCTIONS FOR USE OF ELASTIC PENNANTS
-LOAD BEARING PARTS OF RESCUE BOATS
* GENERAL
* LOAD COMBINATIONS
-INSTRUCTIONS FOR USE OF OFFSHORE CRANES
-INSTRUCTIONS FOR USE OF DEDICATED RESCUE BOAT CRANES OR DAVITS
A.8 PERSONNEL TRANSFER CARRIERS (GROUP A.7)

ANNEX A
LAUNCHING AND RECOVERY APPLIANCES FOR LIFE SAVING EQUIPMENT

ANNEX B
MATERIAL HANDLING PRINCIPLES
CONCEPT PRINCIPLES
The installation shall be designed with safe lifting and transport routes for all equipment.
GENERAL REQUIREMENTS
Documents for: general design of the installation, detail engineering of material handling, specification of equipment, and planning of material handling during any
operation.
Lifting more than 25 kg shall be done by means of mechanical lifting.
Permanet arrangementss shall be installed of material handling of equipment/object > 200 kg. See maintenance. Table B1.
WORKING AREAS
-GENERAL- Clearly visible from the control and no personnel are exposed to suspended load
Working areas designed to withstand the loads (heavy-duty barriers-prevent damage to adjacent equipment.
Floating installation-attachmnet point for sea fastening of cargo shall be provided.
-BUMPERS AND PROTECTIVE STRUCTURES- absorb the energy induced by LA, and colored in acc. Local coding.
-LIFTING ZONES-should defined as green areas.
Green areas and dropped object in yellow areas, should be
Checked limit state defined in:
 NORSOK N-003 : Actions and action effects
 N004 Design of steel structures
 DNV-RP-C204: Design against accidental loads
Impact loads- check weight, size, height
Red areas acc. operational risk assessment, it is not cover for this standard.
-SHAFTS/HATCHES-loads cannot get trapped or stuck, of hatches should be hinged.
-LIFTING OPERATIONS BETWEEN INSTALLATION AND VESSEL-not obstructions-view/no drain or liquids outlets/no umprotected equipment
that can be damaged- be intalled in that areas
-TRANSPORTATION ROUTES- forklift, lorries, trolleys. Design to allow of the largest/heaviest item.
MATERIAL HANDLING IN A PROJECT- safe access for maintenance, inspection and testing of essential elements and functions.
GENERAL MATERIAL HANDLING PHILOSOPHY-CONCEPT PHASE
OFFSHORE CRANE STUDY-ENGINEERING PHASE
MATERIAL HANDLING PLAN

ANNEX B
MATERIAL HANDLING PRINCIPLES
-GENERAL MATERIAL HANDLING
PHILOSOPHY-CONCEPT PHASE
Minimum:
- Main material handling equip. E.g. cranes, forklift.
-Routes
-Design criteria transport routes-load, width, height
-Lifting restriction charts for the installation
-Maximum lifting heights
-Storage areas, function, size, and locations.
-sketches lifting areas not visible
-Weaather constraints- waves, wind
-Largest/heaviest item to be handled
-Deck load/ground capacities on all areas in the installation.
-Verified and documented by 3D design tool
-Requeriments for dropped object protection.
-Good handling to /from helideck
-Load categories for monorails, hoists and pad eyes.
-Requirements for use rigging equip.
-Material handling throught shafts and hatches.
-Standardization of the lifting equipment.
OFFSHORE CRANE STUDY-
ENGINEERING PHASE
- Relevant documents to the authorities
-Location of offshore cranes and other cranes.
-Visibility of lay down areas
-Description of handling material
-Lifting of the most common lifting operations
-Most favourable location of crane cabin.
-Maximum allowable lifting height, coverage and restrictions
-Requirements for droppeds object protection
-Cranes outfitting-safety, alarms, communication, lightning..
-Cranes booms- rest positions
-Weather constraints (waves, wind)
-Simultaneously crane operations on pipe deck
-Descripetion of cranes operations- transport of personnel
-Operations range, lifting routes, lay down areas, etc.
-Protection against heat radiation, burners and exahust outlets
-Plan show:
• Cranes locations
• Cranes operation range (w/wo jib, radius)
• Maximum lifting heights
• Maximum weight capacity for lay down areas and transportation
• Lay down areas, allowable loads (cabin-light)
• Hose loading stations
• Tota tank area
• Access and transportation ways
• Permanent and temporary restrictions areas
• Dropped object protection
• Crane maintenance platforms, facilities for re-reeving and
replacement
• Storage for crane hooks
• Cranes boom rests
• Recue boat
MATERIAL HANDLING PLAN
Identify all equipment that needs to be handled and describe the method,
equiment and transport route.
Equipment of more than 25 kg- requires regular maintenance acc B.2 Table 1
Mininum contain the following:
-Description of all material handling equipment
-Standardized sizes of foundation and suspensions for LE, see annex H.
-Requirementes for certification and marking of foundations and
suspensions.
-Description of the main material handling fo internala transport
-Description of the fucntion, size and location fo lay down and storage areas.
-Description of all itemsof more than 25 kg to be handled
-Requirementes for trasnportation rouds/roads- width/heights
-Description of goods handling to/from helicopter deck
-Description of loading hose handling including hose replacementt
-Description of areas where special protection equip. Is required.
-Drawings or 3D plot including all equiment to be handled, identification
number, and load capacities por lay down areas and trasportation routes.
-Dedcated ares for operation of mobile cranes and loader cranes on onshore
installation.

ANNEX C
LIFTING ACCESSORIES AND LIFTING COMPONENTS- GROUP (G11)
GENERAL
GROUP OVERVIEW
STRUCTURE OF REQUIREMENTS
COMPLEMENTARY REQUIREMENTS
MARKING
DESIGN
MATERIALS AND FABRICATION
LOAD TESTING AND DOCUMENTATION
LOAD TEST REQUIREMENTS
DOCUMENTATION
CHAIN SLINGS (GROUP R1)
DESIGN
MATERIALS
MARKING
FIBRE SLINGS (GROUP R2)
GENERAL REQUIREMENT
DESIGN
MANUFACTURER’S CERTIFICATE
INFORMATION FOR USE AND MAINTENANCE
MARKING
MATERIAL
MARKING
STEEL WIRE ROPE SLINGS (GROUP R3)
DESIGN
MATERIALS
MARKING
LOOSE LIFTING COMPONENTS (GROUP R4)
SHACKLES
DESIGN
EYE BOLTS/NUTS
DESIGN
INFORMATION FOR USE AND MAINTENANCE
MARKING
CLAMPS
DESIGN
MATERIALS
FABRICATION
LIFTING FORKS
MATERIALS
FABRICATION
SPREADER AND SPECIAL DESIGN (GROUP R5)
SPREADER BEAMS, LIFTING BEAMS AND LIFTING FRAMES
PAD EYE FLANGES
MAGNET LIFTER
VACUUM LIFTER
MECHANICAL GRIPPER FOR PIPE HANDLING
LOAD CARRIERS (GROUP R6)
BASKETS FOR ONSHORE PLANTS AND ONBOARD LIFTING ON OFFSHORE INSTALLATIONS
INTERMEDIATE BULK CONTAINER AND BIG BAGS
FORERUNNER/PENNANT FOR OFFSHORE CRANE (GROUP R7)
ELASTIC FORERUNNER/PENNANT FOR RESCUE (MOB) BOATS (GROUP 8)
LIFTING COMPONETS (GROUP R9)
CHAINS
STEEL WIRE ROPES
HOOKS FOR SLINGS
LINKS AND JOINING DEVICES
OPEN/CLOSE SPELTER SOCKETS
WEDGE SOCKETS
SWIVELS
TURN BUCKLES
PULLEY BLOCKS AND HOOK BLOCKS, SINGLE AND MULTIPLE SHEAVES
FERRULE TERMINATIONS
WIRE ROPE GRIPS
SPECIAL DESIGNED LIFTING ACCESSORIES IN DRILLING AREA (GROUP R10)
CARRIERS FOR LIFTING PERSONS (GROUP R11)
SUSPENDED WORK PLATFORM (WORK BASKET) FOR USE ONSHORE AND ONBOARD ON
OFFSHORE INSTALLATIONS
STRETCHER INTENDED FOR LIFTING OF PERSONNEL USING LIFTING APPLICANCES
PERSONNEL TRANSFER CARRIER
MAN RIDING HARNESS

ANNEX C
GENERAL-Fixed or detechacle lifting points- not subject to certification acc. R-003-Annex H, or R-005-Annex E, UNLESS they are for repeat use.
GROUP OVERVIEW
STRUCTURE OF REQUIREMENTS
MARKING
DESIGN
MATERIALS AND FABRICATION
LOAD TEST REQUIREMENTS
DOCUMENTATION
CHAIN SLINGS (GROUP R1)
FIBRE SLINGS (GROUP R2)
STEEL WIRE ROPE SLINGS (GROUP R3)
LOAD CARRIERS (GROUP R6)
FORERUNNER/PENNANT FOR OFFSHORE CRANE (GROUP R7)
ELASTIC FORERUNNER/PENNANT FOR RESCUE (MOB) BOATS (GROUP 8)
LIFTING COMPONENTS (GROUP R9)
SPECIAL DESIGNED LIFTING ACCESSORIES IN DRILLING AREA (GROUP R10)

ANNEX C
GROUP OVERVIEW

ANNEX C
STRUCTURE OF REQUIREMENTS-
GENERAL REQUIREMENTS-For design, materials, fabrication/manufacturing processes, tolerances and testing, information for use and maintenance,
manufacturer’s certificate, marking. More standards listed under each group
MARKING-legal maring may be required in addition to the marking requirements of this annex (CE-where apply)
DESIGN- to operate in a minimum operational temperature of -20°C. Bolts in lifting accessories – 2 MECANISMS- Ref. 5.4.9
MATERIALS AND FABRICATION- grades mentioned in the references listed. Other acc. 4.15 and 5.22.
(C.7.1)LOAD TEST REQUIREMENTS- One or more of the following methods are available
and shall be selected in acc. With the requirements shown in Table C.1:
1. Standard component tested during production.
2. Test load 2 x WLL, see table C.2 for series and table C.3 reduced test load over 25t.
Assembled slings, test for each assembly or each individual legs-
Spreader beams, lifting beams and lifting frames with a WLL>20t test acc- ILO form No.3
Spreader beams, lifting beams and lifting frames with a WLL>20t intent to be used with particular LA, test with LA acc- ILO form No.2
Single and multi sheave block with WLL>20t test acc- ILO form No.3
Single and multi sheave block with WLL>20t ntent to be used with particular LA, test with LA acc- ILO form No.2
3. Breaking load test on a sample lenght from each coil of rope (see table C.2 for series).
4. Design verification of enterprise of competence. A verification level at least Medium acc. To DNV-OSS-308
5. Or equivalent should be apply acc. To ISO 13535
When combining chaing components with fibre slings or wteel wire rope slings, the whole LA shall be tested with 2xWLL
DOCUMENTATION- in addition to the technical file required by 5.25, a certificate by an enterprise of competence prior to use acc Annex E of R-003 or R-005.
Certificate shall state the applied test load acc C.7.1 (Load test requirements)

ANNEX C
CHAIN SLINGS (GROUP R1): Chains, Components for upper and lower terminals of chain slings - see group R9- Lifting components
Single-leg and multi-leg slings: EN 818-4 Short link chain for lifting purposes-Safety- Part 4:Chain sling-Grade 8
EN 818-6 Short link chain for lifting purposes-Safety- Part 6:Chain sling-Specification
All lifting components in chain sling –GRADE 8
Marking- acc. EN 818-4, clause 7, corrosion resistant material. Total weight of the tag less than 70 g.
FIBRE SLINGS (GROUP R2) EN 1492-1 Textile slings-Safety-Part 1: Flat woven webbings slings, made of mand-made fibres, for general purpose use.
EN 1492-2 Textile slings-Safety-Part 2: Roundslings, made of mand-made fibres, for general purpose use
EN 1492-4 Textile slings-Safety-Part 4: Lifting sings for general service made freom nautral and man-made fibre ropes
Shall have eyes with thimbles.
Provided manufacturer’s instructions.
Minimum contact diameter for connection to shackles, links or hooks & sling is used in chocked hitch or basket hitch shall be provided.
For flat woven webbing slings, both minimum and maximum diameter to be inserted in the eyes shall be stated.
Material-Polyester
STEEL WIRE ROPE SLINGS (GROUP R3)- See group R9 for steel wire rope slings and component for upper and lower terminals.
Single-leg and multi-leg slings:
EN 13414-1 Steel wire rope slings- Safety- Part 1 : Slings for general lifting service
EN 13414-2 Steel wire rope slings- Safety- Part 2: Specification for information for use and maintenace
EN 13414-3 Steel wire rope slings- Safety- Part 3: Gromments and cable laid slings
Termination of steel wire ropes:
EN 13411-1 Termination for steel wire ropes- Safety-Part 1 : Thimbles for steel wire rope slings
EN 13411-3 Termination for steel wire ropes- Safety-Part 3 : Ferrules and ferrule-securing
Ferrulle terminations shall be tapered in the wire end.
Single-leg and two-leg slings used as forerunners/pennants on offshore- shall be group R7
SF-safety factor for casing slings shall not be less than 6.
Wire type: Ø20mm, 6x35+1FC (fibre core) , length 8m-300 mm soft eyes
All component shall be of GRADE 8
Marking- acc. EN 13414-1 clause 7, corrosion resistant material. Total weight of the tag less than 70 g.
Mechanial joining devices of hinged type shall not e used

ANNEX C
Shackles: EN 13889- Forged steel shackles for general lifting purposes- Dee shackles and bow shackles Grade 6-Safety
RR-C-271 US Federal Specification
Double locking- e.g. nut plus split pin.
Eyebolts/nuts: EN 1677-1 Components for slings-Safety- Part 1: Forged steel components, Grade 8
WLL for eye bolts and nuts shall apply in the most unfavourable direction.
Clamp: EN 13155 Cranes- Safety- Non-fixed load lifting attachments.
Clamps- intended to be used as suspensions on beams shall be designed acc with Annex H
Lifting forks: EN 13155 Cranes- Safety- Non-fixed load lifting attachments
Spreader beams, lifting beams and lifting frames- EN 13155 Cranes- Safety- Non-fixed load lifting attachments. Material and
fabrication acc. C.6. Equipment comply with requirements of Annex F, or have a instructions to inform that the
equipment is only intended for onboard lifting
Pad eye flanges- shall be designed in acc. Annex F. Pad eye dimensions recommended in Annex J.Proof of competence for structural
strengthe acc. Annex F, taking into account the dynamic factors- for onboard lifts. Minimum 4 bolts shall be used.
Materials and fabrication requirements in acc C.6 Forces in thickness shall be documented. Bolts GRADE 8.8.
Full penetration welds, fillet welds Not be used. Test 2 x WLL in all directions for use. Instructions to prevent
rotation, single leg wire rope sling, and bolts needed to ensure evenly distribution of load in the bolts.
Magnet lifter-Designed as lifting beams. EN 13155 Cranes- Safety- Non-fixed load lifting attachments, DNV-OS-E101- Drilling plant.
Indicators, warning devices or devices for 2-action control in acc with ISO 13849-1 level C . Any exceptions for
“no-go areas” given in EN 13155 are not allowed. Instruction gives geometrical shape and range of sizes to be
lifted.
Vacuum lifter-Designed as lifting beams. EN 13155 Cranes- Safety- Non-fixed load lifting attachments. Dimensiones to hold at least
3 times the WLL for each attacment. Indicators, warning devices or devices for 2-action control in acc
with ISO 13849-1 level C. Any exceptions for “no-go areas” given in EN 13155 are not allowed.
Mechanical gripper for pipe handling-are a part of lifting beams of a LA. DNV-OS-E101 –Drilling plant. Indicators, warning devices
or devices for 2-action control in acc with ISO 13849-1 level C. Instruction gives geometrical shape and range of
sizes to be lifted. Equiped with means for emergency operation- external power or power source to open grippers.
NO-GO AREA- area from which persons are excluded during normal operation.

ANNEX C
LOAD CARRIERS (GROUP R6)-
Baskets for onshore plants and onboard lifting on offshore installations - shall be designed in acc with Annex F. Baskest made from
aluminium- proof in acc. EN 1999-1-1 Eurocode 9: Design of aluminium structures- Part 1-1: General structural rules.
Proof of competence for baskets in acc. Annex F, group F.5 taking in account: W is the maximum gross mass (tonnes)
sum of tara weight +pay load of the basket. DAF (=1,5) shall be specified for onboard lifting Annex F.
Floor shall be drained, calculate the structural strength. Any door shall have a locking mechanism to prevent inadvertent opening.
Door with hinges and locking- withstand a load 25% of the max gross mass without deformation.
Shall have pocket for transport with fork lift trucks.
Materials and fabrication in acc. C.6. Aluminium structures in acc. EN 1999-1-1.
Each basket be tested with 2 x max gross mass, suspended from the dedicated lifting set.
Instruction must clarly-basket is not intended for lifting persons- Relevant part acc. EN 12644-1.
MARKING: manufacturer’s name and address, type, mass gross mass, payload, year of manufacture,
identification for traceability to manufacturer’s certificate, warning against offboard lifting, warning against lifting person.
Intermediate bulk containers and big bags- ISO 21898 Packaging- Flexible intermediate bulk containers (FIBCs) for non-dangerous goods
IMDG Code. ISO 16467 Packaging- Transport packaging for dangerous good- Test methods for IBCs. Certification and marking acc to ISO 21989.
Certified acc. Chapter 6.5 in the IMDG Code.. Marking permenently attached.

ANNEX C
FORERUNNER/PENNANT FOR OFFSHORE CRANE (GROUP R7)- are intended both for onboard and offboard lifting.
Apply requirements group R-3-Steel wire rope slings.
Steel wire ropes used shall be of construction 6 x 36
Spliced eyes shall NOT be used for termination.
Ferrule-secured eyes shall be fitted with thimbles acc to EN 13411-3.
Ferrule terminations shall be tapered in the wire end.
Hook with latch acc to EN 1677-2 SHALL NOT be used
Hooks shall be of self-locking acc. EN 1677-3
Hooks shall have a swivelling elements, or swivel of grade 8 acc to EN 1677-1
Top link to be attached to the crane hook minimum internal dimensions 270mm x 140mm (B-C)
Breaking force (BF) : top link and hook BF = 5 x WLL x g
wire BF = 6 x WLL x g for WLL≤10Tn // BF = 5 x WLL x g for WLL> 15 T.
For WLL between 10T and 15T linear interpolation to be used for calculatiing the BF.
WLL of at least 8T.
Materials selected acc to- top lik –DNV 2.7-1 Offshore containers, clause 8.4//Hook- DNV No.2.22 Lifing Appliances
Examination every 14th day by a qualified user.
ELASTIC FORERUNNER/PENNANT FOR RESCUE (MOB) BOATS (GROUP 8)-Requireemntes in A.7.4 and A.7.5 apply to elastic pennants for resue
boats. Marking tag acc. A.7.4.6, corrosion resistan material. Total weight of tag have amass of less than 70 g.
A.7.4- Elastic pennant shall consist of a sigle legged made from 8-strand pLaited contrstuction man made fibre rope acc. EN 1492-4
Sling shall have spliced eyes with thimbles and permanent fitting in both ends.
Length shall not be less than 8m and acc. With the following safety factors.
WLL-R002A (tonnes) for elastic pennant.
Safety factors: MBL (kN)- specified Minimum Breaking Load satisfy the static and dynamic safety factors:
-Static factor – 𝑆𝐹𝑆𝑡𝑎𝑡 =
90% 𝑀𝐵𝐿
𝑊𝐿𝐿 𝑅002𝐴∗𝑔
,, not less than 10
-Dynamic factor- 𝑆𝐹𝐷𝑦𝑛 = ∅ ∗ 𝛾𝑝 𝛾𝑛 𝛾𝑟𝑏
Testing- acc EN 1492-4
Certificate-State the maximum steady state hoisting velocity, for which the elastic pennant is intended to lift the rescue boat.
Calculation-example in Annex I.
A.7.5- Instruction for use of elastic pennants.- acc. Annex A and C of EN 1492-4 in addition to:
-Elastic pennnant is intented for lifting and lowering the rescue boat as stated in the certificate- other use is prohibited.
-Only to lift in a straight lift, no chocking is allowed.
-Use for traininig operation in wave ut to 3m, including. And real rescue including 6 m wave height.
-Throught examination after each training operation.
-Replaced if has been used in rescue operations in wave condition exceeding 3m wave height
-Replaced every second year.

ANNEX C
LIFTING COMPONENTS (GROUP R9)-
CHAINS- EN 818-1 Short link chain for lifting purposes-Safety –Part 1: General conditions of acceptance.
EN 818-2 Short link chain for lifting purposes-Safety – Part 2: Medium tolerance chain for chain slings –Grade 8.
STEEL WIRE ROPES- EN 12385-1 Steel wire ropes- Safety –Part 1: General requirements.
EN 12385-2 Steel wire ropes- Safety- Part 2: Definitions, designation and classification
EN 12385-4 Steel wire ropes- Safety- Part 4: Stranded ropes for general lifting applications.
Steel wire rope- for installation on a winch drum- permanently marked at both ends.
HOOKS FOR SLINGS-EN 1677-1 Components for slings- Safety- Part 1: Forged steel components, Grade 8
EN 1677-3 Components for slings- Safety- Part 3 : Forged steel self-locking hooks- Grade 8
LINKS AND JOINING DEVICES- EN 1677-1 Components for slings- Safety- Part 1: Forged steel components, Grade 8
EN 1677-4 Components for slings- Safety- Part 4 : Links, Grade 8
Mechanial joining devices of hinged type shall not e used
OPEN/CLOSE SPELTER SOCKEETS- EN 13411-4 Terminations for steel wire ropes- Safety- Part 4: Metal and resin socketing
Socket shall have a mnimum breaking load than the minimimum of the steel wire.
Manufacturer’s certificate containing: manufacturer’s name and address, identification mark,
statement that is acc with EN 13411-4, rope details from original rop manufacturer’s certificate,
reference to manufacture’s name and certificate no, of rope and socket
Socket shall be accompained by a certificate with: socket manufacturer’s name and address,
model or type designation of socket, serial no, minimum breaking load of socket.
Marking on socket and socketed medium (molten metal or resin)- same before socket, in
addition to the marking required by EN 13411-4 Clause 7,unique identification for traceability-
Instruction as foreseen in EN13411-4
WEDGE SOCKETS-EN 13411-6 Termination for steel wire ropes-Safety- Part 6: Asymetric wedge socket
EN 13411-7 Termination for steel wire ropes- Safety- Part 7:Symetric wedge socket
Certificate-acc by EN 13411-6 and 7 and Minimum breaking load and manufacturing proof test load
SWIVELS- RR-C-271, US Federal Specification
EN 1677-1 Components for slings- Safety- Part 1: Forged steel components, Grade 8
Threaded load bearing parts of the swivel –portect against unscrewing.
TURN BUCKLES-EN 1677-1 Components for slings- Safety- Part 1: Forged steel components, Grade 8
FF-T-791.B U.S. Federal Specification: Turnbuckle
Equipped with means to lock adjustable rods from unintended disengagement.. Rods be mark with maximum
adjustable length.

ANNEX C
LIFTING COMPONENTS (GROUP R9)-
PULLEY BLOCK AND HOOK BLOKS, SINGLE AND MULTIPLE SHEAVES-
Manuallly operated pully blocks and deflection pulleys: EN 1357 Cranes-Safety- Hand power lifting equipment.
Hook block, pulley block deflection pulleys and sheaves/sheave houses to be used as integral part of LA:
EN 13135-2 Cranes-Equpipment-Par 2: Non-electrotechnical equipment
EN 13001-1 Cranes- General design- Part 1: General principles and requirements
EN 13001-2 Cranes- General design- Part 2: Load actions
EN 13001-3-1 Cranes- General design- Part 3-1: Limit states and proof of steel structures
CEN/TS 13001-3-2 Cranes- General design- Part 3-2: Limit states and proof of competence of wire ropes in reeving systems
CEN/TS 13001-3-5 Cranes-General design- Part 3-5: Limits states and proof of competence of forged hooks
-Complementariy req for pulley blocks and hook blocks, single and multiple sheave:
Be designed for the dinamic load effects specified by the manufacturer of the powered LA.
For single blocks- rated capacity= half the maximum head pull. Block without becket = maximum line pull.
For multi sheave block, the rated capcity shall be as maximum head pull.
Pulley block that are separate, shall be secured in acc with 5.4.- Falling object.
Rated capacity shall be described in detail and include illustrations. Instructions maintenance adn discard criteria.
Permanent marked with reference, and measuring groove wear (depth)
FERRULE TERMINATION- EN 13411-3 Termination for steel wire ropes Safety- Part 3: Ferrules and ferrule-securing.
Shall be tapered in the wire end.
WIRE ROPE GRIPS- U-bolt clamps shall not be used on lifting equipment. Wire rope grips shoulb be designed to prevent incorrect assembly.

ANNEX C
SPECIAL DESIGNED LIFTING ACCESSORIES IN DRILLING AREA (GROUP R10)-special designed LA in the drilling area, referred to as SDLA:
-Elevator
-Elevator links (bails)
-Handling tools
-Running tools
-Hanger tools
-Lifting nipples
-Lifting caps
-Lifting subs.
Reference in Annex D, D1- Lifting accessories in the drilling area-includes the load bearing equipment used to connect the drill pipes tubular or other loads to the drilling
machine or other lifting appliances. See:
D.6 (Manrider winch, man riding harness, access basket, casing stabbing board, utility winch, guideline winches, wireline equipment, tong lift system, escape line) og
D.7 (one component miscellaneous lifting tools, miescellaneous lifting tools, miscellaneous slings, elevator , elevator links)
Apply:
 ISO 13535 Petroleum and natural gas industries- Drilling and production equipment-Hoisting equipment
 ISO 10423 Petroleum and natural gas industries- Drilling and production equipment- Wellhead and christmas tree equipment
 ISO 11961 Petroleum and natural gas industries-Steel drill pipe
 ISO 13628-1 Petroleum and natural gas industries- Design and operation of subsea production systems-Part 1: General requirementes and recommendations
 ISO 13628-4 Petroleum and natural gas industries- Design and operation of subsea production systems-Part 4: Subsea wellhead adn treee equipment
 ISO 13628-7 Petroleum and natural gas industries- Design and operation of subsea production systems-Part 7: Completion/workover riser systems.
WLL acc. Norsok, the WLL acc. To ISO 13535 shall be divided by a dynamic factor of 1,33
ELEVATOR: WLL shall be stated both for vertical and horizontal (maximum weight with the mos unfavorable orientation) position.
All structural members-be designed acc. ISO 13535
LOCKING, SECURING AND INDICATION- including locking elements, securing device and indication- “locked and secured”
MANUALLY OPERATED ELEVATORS-locking position- secured- aperture fo at least 20 mm. 2 operator action-release the load.
POWERED (REMOTE OPERATED ELEVATORS)-predefine- all povement- SafetY part acc. ISO 13849-1-level d as minimum
LIFTING SUBS, CAPS, NIPPLES, AND TOOLS (HANDLING, RUNNING AND HANGER TOOLS USED FOR LIFTING)-double barriers-avoid disconnect.
TESTING-acc wit Table C-.1. SDLAs test in the specified direction (vertical and horizontal)
INFORMATION FOR USE- WLL of the SDLA show in the manual.Torque, lubrication, connection. Tolerances. Operational limitation.
MANUFACTURER’S CERTIFICATE-acc ISO 13535, 11.3 a,and NORSOK standar.
MARKING-with WLL for the most unfavourable direction , and in diferent directions.

ANNEX C
Suspended work platform (work basket) for use onshore and onboard on offshore installations- acc to:
-EN 14502-1 Cranes-Equipment for lifting persons- Suspended basket
-Annex F of this Standard
Proof of competence for work baskets-Annex F-group F.5 taking in to account :
-Risk coeficient in Table F.4, shall be increased by multiplying x 1,5
-DAF shall be as specified for inboard/onshore lifting in Annex F
-Basket have pockest for transport with fork lift trucks
-Lifting set WLL not less than the twice the max gross mass of the work basket
-Top link to be attached to the crane hook have minimum dimensions 270mm x 140mm.
For lifting appliances with only one suspension rope, one top link -attached to the crane hook and the other top link -attached above any swivelling
-For aluminium work baskets, factor matirial, members and connecting devices acc. EN1999-1-1
-Basket with roof acc with EN 14502-1
-Anchorage points for personal protective equipment against fall from a height- be located above the persons in the baskets.
-Number of anchorage points = of the number of persons allowed in the work basket.
-Designed to withstand forces to horizontal impact against a rigid structure at a horizontal speed of 1 m/s.
-Work basket floor, Payload distributed acc EN 280, 5.2.3.1 (mass of each person to act- 0,1 mm from the upper inside edge, and distance between the
poin loads 0,5m. Mass of the equipment evenly disributed load on 25% of the floor, if exceeds of 3 kN/m2 , 25% may be increased).
-Designed with maximum 7° of inclination from the horizontal. And side proteccion acc EN 280. 5.2.3.4
MATERIAL. Steel structures acc C.6, aluminium structures ac EN 1999-1-1. Protected against corrosion.
FABRICATION-acc C.6. Tested with static load = 2x max gross mass. Each lifting set shall be tested separately. Inclination test be performed
INFORMATION FOR USE AND MAINTENANCE.
Strecher intended for lifting of personnel using lifting appliances-to be developed
Personnel transfer carrier-requirements for such carriers are given in Annex A.
Man riding harnes- acc. EN 813 Personal fall protection equipment- Sit harnesses
weight-W= Tara+Pay Load,, Pay load= n(mp+me),
n=numer of persons, not be less than 2
mp≥0,009 tn is the minimum mass of each person
me≥0,040 tn is the minimum mass of tools and other equipment for each person

ANNEX D
LIFTING EQUIPMENT IN DRILLING AREA
GENERAL (GROUP D)
GROUP OVERVIEW
DESIGN CRITERIA
DESIGN LOADS
ENVIRONMENTAL CONDITIONS
LOADING AND UTILIZATION DATA
CONVENTIONAL DRAWWORK INCLUDING TOP DRIVE/DDM (GROUP D.1)
CYLINDER OPERATED HYDRAULIC DRAWWOR INCLUDING TOP DRIVE/DDM (GROUP D.2)
VERTICAL PIPE HANDLING (VPH) MACHINES (GROUP D.3)
DYNAMIC FACTOR
APPLIANCE GROUP
HORIZONTAL TO VERTICAL (HTV) PIPE HANDLING MACHINES (GROUP D.4)
DYNAMIC FACTOR
APPLIANCE GROUP
X-MAS TREE/BOP HANDLING SYSTEMS (GROUP D.5)
GENERAL
APPLIANCE GROUP
ADDITIONAL REQUIREMENTS
MISCELLANEOUS LIFTING EQUIPMENT IN THE DRILLING AREA (GROUP D.6)
MANRIDER WINCH
MAN RIDING HARNESS
ACCESS BASKET
CASING STABBING BOARD
UTILITY WINCH
GUIDELINE WINCHES
WIRELINE EQUIPMENT
TONG LIFT SYSTEM
ESCAPE LINE
DRILLING LIFTING ACCESSORIES (GROUP D.7)
ONE COMPONENT MISCELLANEOUS LIFTING TOOLS
MISCELLANEOUS LIFTING TOOLS
MISCELLANEOUS SLINGS
ELEVATOR
ELEVATOR LINKS
DNV-OS-E101-Drilling plant (Chapter 1&2)
NORSOK D-001-Drilling facilites
DNV No 2.22- Lifting Appliances
API spec. 8C-Specification for Drilling and Production Hoisting
Equipment (PSL 1 and PSL 2)
FEM- Rules for the design of hoisting appliances.
Annex A, C,H,G
EN 12077-2 – Cranes safety. Requirements for health and
safety. Limiting and indicating devices.
EN 280- Mobile elevating work platform. Design calculations.
Stability criteria. Construccion. Safety. Examination and test.

ANNEX D
LIFTING EQUIPMENT IN DRILLING AREA
GROUP OVERVIEW

ANNEX E
LIFTS
1. GENERAL
Lift on petroleum installations
2. GROUP OVERVIEW
3. ADDITIONAL REQUIREMENTS FOR ALL LIFTS GROUP E1, E2, AND E4
GENERAL:
Minimum operational temperature of 20°C
Fire protection
Escape routes
Audible and visual alarm (if lift goes out of service and gas detection
LIFT WELL
LIFT CAR: switch for illumination of the car.
Equiped with telephone connected to the main telephone system in the installation
MATERIALS AND FABRICATION: acc. with relevant NORSOK standards
DOCUMENTATION: Lift shall be certified by approved enterprised of competence

ANNEX F
PORTABLE UNITS
1.GENERAL (GROUP F)
1.1. TESTING AND DOCUMENTATION OF LIFTING SETS
2. GROUP OVERVIEW
3. OFFSHORE CONTAINERS (GROUP F1)
4. OFFSHORE SERVICE CONTAINERS (GROUP F2)
5. OFFSHORE PORTABLE UNITS (GROUP F3)
6. HEAVY LIFT UNITS AND UNITS FOR SUBSEA LIFTING (GROUP F4)
7. LIFTED OBJECTS (GROUP F5)
1 GENERAL
2 DESIGN
2.1 GENERAL DESIGN REQUIREMENTS
2.2 LIFTING SET TERMINOLOGY
2.3 LIFTING DESIGN LOAD FACTORS
-Summary of design load factors and resistance factors
-Working load limit (WLL)
-Centre of gravity (COG) envelope factor Wcog
- Skew load factor (SKL)
-Dinamic amplifying factor (DAF)
-Material resistan factor ɣe
-Material resistance factor ɣRm
-Design factor (DF)
2.4 LIFTING ARRANGEMENT
-Lifting arrangement drawing
-Structural design
-Steel wire slings specifications
-Shackles and rings
-Chains
3 EXAMPLES OF CALCULATIONS
LIFTING POINT LOAD
REQUIRED SHACKLE SIZE
REQUIRED SLINGS
MASTER LINK AND TOP LINK
4 MARKING OF LIFTING SLING SETS
5 DESIGN FOR LIFTING LUGS AND SUPPORTING STRUCTURE
6 ALTERNATIVE SELECTION OF LIFTING SETS
7 MATERIALS AND FABRICATION
8 TESTING AND DOCUMENTATION OF LIFTING OBJECTS

ANNEX F
PORTABLE UNITS
1.GENERAL (GROUP F)
Portable units -Table F1 shall be documented in acc. NORSOK R-003/R-005 Annex E (Documentation and marking) and H (Enterprise of competence-
periodic control every 12 months). Portable units be designed to facilitate safe lifting
Lifting sets for all group subject to Annex H (R003/005).
Requirementes apply:
 Envelope by the projected outline of the unit and its lifting set be smooth without geometrical details (risk), see F1
 Be free from protruding parts.
 Portable units with door handles, hinges, hatch cleats and similar details –design to avoid catch point or contacting points- Plates-design- angle between the outer
plane and the free edge of the plate is not more than 35º
 Portable units design to prevent the lifting set from being entangled to the underside or outer corners of the unit
 Avoid elements on top . Protected with grating, plates or canvas cover (the top of all open portable units)
 Stacking points on top of portable units NO be located at corners outside the shackle attachment point see fig F1/F2
 Pad eyes for connection to lifting set be oriented to ensure that the resulting sling force on each pad eye acts in the plane of the pad eye ± 2º
 The lever arm effect in bolted connections causing tension load in bolts and bending stresses in flanges be taken into accounted in the design calculations.
1.1 TESTING AND DOCUMENTATION OF LIFTING SETS-Acc. Annex C as required for groups R1 (chain slings)/R2 (fibre slings) or R3 (steel wire rope slings)
2. GROUP OVERVIEW- Table F1
GROU
P Nº
GROUP DESCRIPTION
SUBJECT R-
003/R005 Annex H
& E
F1
OFFHORE
CONTAINERS
Max gross 25.000 kg. Unit and lifting set
F2
OFFSHORE SERVICE
CONTAINERS
Special service task, temporary
installation
Unit and lifting set
F3
OFFSHORE
PORTABLE UNITS
1º Structure max gross weight 100 tn Unit and lifting set
F4
HEAVY LIFT UNITS
AND UNITS FOR
SUBSEA LIFTING
Max gross 50 tn, lifting through wave
zone/to landing on seabed
Lifting set only
F5 LIFTED OBJECTS
Any loads not belonging to other groups.
Weights from 2 to 50 tn but may be used
for lifts up to 100 tn
Lifting set only

ANNEX F
PORTABLE UNITS
3. OFFSHORE CONTAINERS (GROUP F1)
Offshore containers and lifting sets- in acc. DNV 2.7-1 or EN 12079 and EN12079-2
Grade 8 shackles, with safety factor acc. DNV 2.7-1 or EN 12079-2
Dangerous goods- accordance IMDG code
4. OFFSHORE SERVICE CONTAINERS (GROUP F2)
Designed and manufactured acc. DNV 2.7-2. Lifting sets be in accordance with group F1
Also comply with NORSOK Z-015 and local installation specific additional requirements.
5. OFFSHORE PORTABLE UNITS (GROUP F3)
Portable units & lifting set- designed and manufactured acc. DNV 2.7-3.
Only units designed for operational class R60 –ACCEPTABLE.
Any portable offshore units type A- DNS 2.7-3 is include in group F3
Types B,C,D and E and their lifting sets are to be considered F5
6. HEAVY LIFT UNITS AND UNITS FOR SUBSEA LIFTING (GROUP F4), and their dedicated lifting sets
OFFSHORE/ONSHORE-Designed in acc . DNV-OS-H101, DNV Rules for the planning and execution of marine operations, or ISO 19901-6.
Be analysed in acc. DNV-RP-H103- guidance for modelling and analysis of marine operations.
Units for sub sea lifting-for repetitive lifting operation=be designed- DNV 2.7-3-,Clause 3.11 Subsea Application.
Lifting set-acc. F1/ If not be fully met- it should be described in instruction for lifting how protect from damages and proper securing.
(Portable units with protruding parts are placed with some open space > 1.5m around the load or by use of bumpers and guides).
7. LIFTED OBJECTS (GROUP F5)- objects and liftings set that do not belong F1-F2-F3-F4
1 GENERAL
2 DESIGN

ANNEX F
PORTABLE UNITS
1 GENERAL
Includes objects and lifting sets that do not belong in any groups (F1-F4)
Typical characteristic:
-Permanent structure or equipment to be installed as a new part or moved/removed as part of platform modification or removal
-Object that can not be lifted with the aid of a load carrier
-Unsymmetrical lifting sets or unsymetrical configuration of lifted object
-If transport cradle is required
-Lifting lugs located on the equipment the be transported
Design and manufacturig acc. DNV 2.7-3 for TYPES B/C/D and E
Only units designed for operational class R60 is acceptable
Lifting sets- comply with Annex C
Calculation method described – be used. Drawing F7.2.4.1 be prepared for complex rigging arrangements.
Marking in lifting objests do not apply for such lifting sets.
2 DESIGN
2.1 GENERAL DESIGN REQUIREMENTS
If 2-legged slings are selected to function as a 4 legged sling the lift shall be calculated as for a 4 legged sling.
Design principles:
-Offshore lifts the top link- easily accessible (without climbing on the load) Max. Height of 1.3 above deck
-All offshore lifts with weight above 25 Tn should have 2 separate top links. Top link be laid down together along the deck at least 1.5m from the load.
-Use 2 or 3 lifting points if possible. More than 4 be avoided.
-Working angle (from vertical) be between 15º-45º
-Hook to be positioned vertically above COG to give a steady lift
-Equal length sling to be used as far as possible
-Large differences in sling lengths be avoided
-Wire rope for lifting slings have a minimum Ø13 mm
-Lifting chains have a minimum Ø8 mm
Sling be protected from edges, friction and abrasion (from load or lifting appliance)
Instruction for lifting- protect the lifting set from damage/protuding parts with some open space > 1.5m
around the load/securing the lifting set.
2.2 LIFTING SET TERMINOLOGY

ANNEX F
PORTABLE UNITS
2 DESIGN
2.3 LIFTING DESIGN LOAD FACTORS
Summary of design load factors and resistance factors-Table F1
Working load limit (WLL)- WLL=W*Wcf
WLL= weight of the lifted object W, excluding the lifting sling set
W = estimated weight of the lifted object
W = weight contingency factor as defined in the table T.F2
Centre of gravity (COG) envelope factor Wcog-
- Weighed objects or with a simple weight pattern: Wcog = 1
- Unweighed objects or objects with a complex weight pattern: Wcog = 1.1
Skew load factor (SKL)-Criterias:
-Sling lengths with fabrication tolerances
-Symmetrical sling with a working angle not more than 45 º from the vertical
If the rigging has a less optimal design or geometry, increased SKL.
Reference DNV’s Rules for planing and execution Pt2.Ch5 Section 2.3
Dinamic amplifying factor (DAF)
Onshore lifts and onboard lifts on fixed or floating installations:
DAF = 1.5 for WLL ≤ 50 TN
Objects for offboard lifting by offshore crane:
Offboard lifts 𝐷𝐴𝐹 = 1,09 + 0,41 ∗
50
𝑊𝐿𝐿
𝑓𝑜𝑟 𝑊𝐿𝐿 ≤ 50 𝑇
Offboard, onboard and onshore lifts 𝐷𝐴𝐹 = 1,7 − 0,004 ∗ 𝑊𝐿𝐿 𝑓𝑜𝑟 𝑊𝐿𝐿 > 50 𝑇
End termination factor ɣe
Material resistance factor ɣRm-
EN 13001-3-1 and EN 1993-1-1 Eurocode 3 may be used.
Design factor (DF) : DF = ɣp * ɣc
ɣp =partial load factor
ɣc= consequence factor
Wire rope slings:
Ferrule secure termination EN 13411-3 ɣe =0.9
Spliced termination EN 13411-2 ɣe =0.8
Chain sling EN 818-2 ɣe =1.0
Fibre slings spliced termination EN 1492-1 ɣe =0.9
Fibre, endless soft sling and webbing sling EN 1492-1 and EN1492-2 ɣe = 1.0
LIFTING ACCESSORIES- check against minimum breaking load MBL
Wire rope slings ɣRm =2.0
Chain slings ɣRm =1.8
Shackle and rings (incl
master links)
ɣRm =1.8
Fibre slings ɣRm =2.8
STRUCTURAL MEMBERS AND SECTIONS- check against resistance
Lifting lugs and
structural parts
ɣRm =1.15
Bolts and welds ɣRm =1.3

ANNEX F
PORTABLE UNITS
2 DESIGN
2.4 LIFTING ARRANGEMENT
Lifting arrangement drawing-the lifted load and its dedicated lifting set. Following information be stated:
Net/gross weight of lifted object
GA-drawing of the lifting arrangement, geometry of the load, COG, and sling assembly
WLL for the complete lifting set. WLL no include DAF- It will express the max allowed weight of lifting object
WLL and MBL (minimum breaking load) for each individual component of the lifting arrangement
Working angles (angle between vertical and sling leg)
Sling and shackle type specification
Material specification
Certificate requirements
Operational limitations
Sling lengths and fabrication tolerances
Reference to applicable standards
Structural design-Design load -F7.2.3 lifting design load factors-structural componets/Lugs as specified in Annex J
Steel wire slings specifications- select by specifying the following:
Wire rope type/construction
Standard (NS-EN 12385-4 subsidiary NS-EN 13414-1)
MBL (excluding end temination factor ɣe)
Sling length (far inside eyes) in mm
 End termination desing
Recomendation contruction/types:
Steel wire 6 x 36 –CFS 1770 or 1960 N7mm2 (6-strand rope with Fibre Core)
Steel wire 6 x 36/41/49 CWR (IWRC) 1770 or 1960 N/mm2 (6-strand rope with steel core)
Shackles and rings
 Standard be US Fed Spec RR-C-271 (Type IV-Grade B) or EN 13889 grade 8
Anchor type (Bow shackle, H-) shackle should be used
Safety shackle (bolt and nut with split pin)
Ring design stantard be EN 1677-4
Charpy test by minimum 42J at -20ºC
Chains
Be welded Grade 8 short link chain- EN 818-2. Other grades or similar or better quality ..
Charpy values/temperatures 42j/-20ºC (27j/-20ºC in fusion line)

ANNEX F
PORTABLE UNITS
3.1 LIFTING POINT LOAD
Heaviest loaded lifting point. Have a maximum vertical reaction for design Plp
4 -POINT LIFT- 4 point simply symmetrical with b1>b2 and a1>a2 (F.4)
3-POINT LIFT- 3 point non-symmetrical lift, with b1>b2, and a1>a2 (F.5)
2-POINT LIFT - 2 point non-symmetrical lift, L1<L2, (F.6)
1-POINT LIFT- Plp= WLL · DAF

ANNEX F
PORTABLE UNITS
3.2 REQUIRED SHACKLE SIZE
Where ɣRm= 1.8 for shackles.
SFm=safety factor –manufacturer
WLL of shackles shall NOT be less than the static sling force in each leg of a lifting set resulting from the weight of the lifted object
3.3 REQUIRED SLINGS
Where ɣRm and ɣe is given
in 2.3.7/2.3.6- see
3.4 MASTER LINK AND TOP LINK
 Manufacturer’s identirying mark
 Number and/or letters identifying the sling with the certificate required by Annex C
 WLL
 Any legal marking- CE
 ”Offboard lift”
 Specified sling angles for the lift.
Marking tag- corrosion resistant material- and total weight less than 70 g.
Design load:
Lifting lugs be designed with a minimum lateral load of 0.5 ·Pp (3 deg offset) acting at the centre of the shackle bow.
Reference Annex J- for proof of competence for lifting lugs.

ANNEX F
PORTABLE UNITS
Calculation and certification of lifting sets- wire rope slings acc. EN 13414-1 or chain sling acc. to EN 818-4, grade 8 or other standards by applying a
Dynamic reduction factor Rdaf to the lifted weight (Table F.5):
Be performed in accordance with 5.22
Lifted objects need not be tested
Fixed or detachable dedicated lifting points mounted on an object are not subject
to certification unless they are intended for repeatedly detachment and reuse.
Lifted objects be accompanied by a statement for lifting:
 Manufacturers name and address
 Identification of the lifted object and its lifting points
 “Offboard Lift” (when applicable)
 “NORSOK R-002-F5”
 Maximum gross mass of the lifted object, in kg
 Reference to a rigging design drawing with specified sling angles for the lift
 A sentence- that the lifted object and its lifting points are designed, manufactured and inspected
 Any limitations related to lifting operation
 Name and position of person authorised to sign the statement
 Date and signature

ANNEX G
CRANES
GENERAL (GROUP G)
GROUP OVERVIEW
DESIGN CRITERIA
-DESIGN LOADS
-OPERATING TEMPERATURE LIMITS AND INCLINATION ANGLES
-HORIZONTAL LOADS DUE TO OPERATIONAL MOTIONS
-WIND LOADS
-FIXED LOAD LIFTING ATTACHMENTS
-LIFTING OF PERSONS
-CRANES FOR TEMPORARY USE OFFSHORE
CRANES WITH EMERGENCY OPERATIONS SYSTEM (EOS)
EMERGENCY STOP
MAIN SWITCH
MOBILE CRANES (GROUP G1)
TOWER CRANES (GROUP G2)
SLEWING JIB CRANES (GROUP G3)
BRIDGE AND GANTRY CRANES (GROUP G4)
-DESING
-MACHINERY
-BRAKES
-ACCESS
-WHEATHER PROTECTION
BOP AND X-MAS TREE CRANES
-ANTI COLLISION PROTECCION
OFFSHORE CRANES (GROUP G5)
-SIZE AND CAPACITY
-DESIGN
-ACCESS
-VIEW FROM THE CONTROL STATION
-CONTROL STATION OUTFITTING
-VIDEO CAMARA (CCTV)
-DATA RECORDER
-DATA REMOTE ACCESS
-WIND SPEED INDICATOR
-WARNING HORN
-HOOK AND BLOCK PROTECTION DEVICE
-RIGGING DETECTION SYSTEM
-LOCATION OF EMERGENCY STOP
-LOCATION OF MOPs MANUAL CONTROL
-AOPS SIMULATION AND TESTING
-HOOK VELOCITIES
-ANTI COLLISION PROTECTION
-SUBSEA OPERATIONS
-RESCUE BOAT LIFTING OPERATIONS
-INSTRUCTIONS FOR LIFTING RESCUE BOAT WITH OFFSHORE CRANES
-EMERGENCY OPERATION SYSTEM (EOS)
-INTERFACE TO INSTALLATION EMERGENCY SYSTEMS
FLOATING CRANES (GROUP G6)
-SIZE AND CAPACITY
-DESIGN
-LOCATION OF EMERGENCY LOAD RELEASE SYSTEM (ELRS) MANUAL
CONTROL
-LIFTING APPLIANCES FOR SUBSEA OPERATIONS
 General
 Sea water penetration and corrosion
 Load hoist drum
 Rated capacity indicator
 Tensioning and compensation systems
 Rope tensioning system
 Heave compensation system
 Performance level
 Subsea operation mode
 Automatic overload protection system (aops)
 Instruction for use for subse operations
POWER DRIVEN WINCHES AND HOISTS (GROUP G7)
-DESIGN OF POWER DRIVEN WINCHES
-DESGIN OF POWER DRIVEN HOISTS
-DESIGN OF MAN RIDER WINCHES
LOADER CRANES (GROUP G8)
CABLE CRANES (GROUP G9)
HAND POWERED HOISTS AND TROLLEYS (GROUP G10)
OTHER CRANES (GROUP G20)

ANNEX G
CRANES
GENERAL (GROUP G)-apply in addition to general requirements.
GROUP OVERVIEW

ANNEX G
CRANES
DESIGN CRITERIA
DESIGN LOADS: Include static and dinamic operating load. Combination load ref. DNV No.2.22 Lifting Applicances.
OPERATING TEMPERATURE LIMITS -20°C
INCLINATION ANGLES – crane onshore minim inclination in design 1°, crane offshore see table
HORIZONTAL LOADS DUE TO OPERATIONAL MOTIONS in design
Cranes mounted on floating units, horizontal load due to operational motions are:
 Inertia forces due to acceleration or deceleration
 Centrifutal forces
 Forcer transverse to rail resulting from reeling and skew motions
 Buffer load
WIND LOADS- acc. EN 1300-2.
25m/s in service, and 63 m/s out of service
FIXED LOAD LIFTING ATTACHMENTS-LA comply with Annex C
LIFTING OF PERSONS-acc. EN 13135-2. Risk coefficient shall be minimum ɣn=1,5
Level for cranes lifting personnel shall be d- in acc. ISO 13849-1
CRANES FOR TEMPORARY USE OFFSHORE- Comply with NORSOK Z-015

ANNEX G
CRANES
CRANES WITH EMERGENCY OPERATIONS SYSTEM (EOS)
EOS shall be operatinal within 1 min from any failure
Initiated and controlled from the control station
Acc. 5.15 EOS
EMERGENCY STOP- acc. EN ISO1350, all type.
MAIN SWITCH-all LA shall be equipped with main pover supply isolation device.
MOBILE CRANES (GROUP G1)-acc. EN13000 and requirements in NORSOK R-002
TOWER CRANES (GROUP G2)-acc. EN14439 and requirements in NORSOK R-002
SLEWING JIB CRANES (GROUP G3)- acc. EN14985 and requirements in NORSOK R-002
BRIDGE AND GANTRY CRANES (GROUP G4)
DESING- acc. EN15011 and requirements in NORSOK R-002. If they are used in the drilling area, apply requirements of Annex D.
MACHINERY-hoist and travelling complety enclosed and sealed gearboxes
BRAKES-protected against inadvertent use
ACCESS-facilities for easy inspection and maintenance. Lubrication points centralize and accesible from walkways and access platforms
WHEATHER PROTECTION-protected against exposure to rain, snow and sun
BOP AND X-MAS TREE CRANES-see D.5
ANTI COLLISION PROTECCION-where there is a risk of collision cranes running on the same rails.

ANNEX G
CRANES
SIZE AND CAPACITY-compatible with Annex B- (Material handling and offshore crane study).
-Capable of offboard lifting with Hs=60 (wave height) at 25m outreach
-Be able to lift 15 Tn, Hs=0 at 32m horizontal distance from the side
the installation, measured at sea level.
-Number of cranes, ensure optimal working condition and avoid blind zones.
DESIGN-acc. EN 13852-1 and requirements in NORSOK R-002.
Minimum 20 years of service life.
ACCESS-equipped with a main access route and separate escape route from cabin. Stairway ladders, stretcher, smoke diving and fire fighting
equipment.
Areas for maintenance and inspection, and for changing configuration cranes, replacement of wire ropes, sheave, etc.
VIEW FROM THE CONTROL STATION-working area. Wiper be able to keep at least 80% of the window area clean
CONTROL STATION OUTFITTING-ergonomic. Second seat for a instructor
VIDEO CAMARA (CCTV)-to overview the suspended load
DATA RECORDER- purpose -tracking : overload, changes in operational parameters, alarm, history
(at least 30 days) -condition monitoring
-fatigue assessment
DATA REMOTE ACCESS-should be installed to access control, recorder files, etc.
WIND SPEED INDICATOR-to display the 3 sec. Gust wind and 10 min mean wind speed. Locate on top.
WARNING HORN-for manual activation by the crane operator in emergencies.
HOOK AND BLOCK PROTECTION DEVICE-provide buffer to prevent damage to the boom structure,
due to the wind oscilation.
RIGGING DETECTION SYSTEM-
LOCATION OF EMERGENCY STOP-rapid and unobstructed activation (righ hand)
LOCATION OF MOPs MANUAL CONTROL-Manual Overload Protection System(left hand)
AOPS SIMULATION AND TESTING-AOPS=Automatic Overload Protection System

ANNEX G
CRANES
HOOK VELOCITIES
VH=Vertikal hook speed
VL =Lateral hook speed
VR =Radial hook speed
VD and VC acc. EN13852-1, see next tables
ANTI COLLISION PROTECTION-where there is a risk of collision, use motion limiters.
SUBSEA OPERATIONS-fulfil equirements of G12.4-Lifting appliances for subsea operations.

ANNEX G
CRANES

ANNEX G
CRANES
RESCUE BOAT LIFTING OPERATIONS
Offshore cranes shall have hoisting speed for rated capacity when lifting goods with single fall reeving.
Dynamic load chart- include Hs=0 to Hs=6m
Dynamic load chart for training and maintenance shall be calculated from Hs=0 to Hs=3 m acc. EN 13001-2, in table 10 take, considered
load combinations A and B:
Partial safety factors- ɣ 𝑝= 1,35 𝑎𝑛𝑑 1,22
Dynamic coefficient- 2 = 2,5 (Hs=3 m)
Risk coefficient - ɣ 𝑛 = 1,5
Dynamic load chart for emergency (real recue) shall be calculated from Hs=3 m to Hs=6 m, considered load combinacion C, Table 10
Partial safety factors- ɣ 𝑝= 1,1
Dynamic coefficient- 2 = 3 (Hs=6 m)
Risk coefficient - ɣ 𝑛 = 1,5
INSTRUCTIONS FOR LIFTING RESCUE BOAT WITH OFFSHORE CRANES
Crane shall be equipped with a detailed instruction. Dynamic load chart shall differentiate between training and emergency operations.
EMERGENCY OPERATION SYSTEM (EOS)-all offshore cranes have EOS, and EOS shall be activated and operated from the crane cabin.
INTERFACE TO INSTALLATION EMERGENCY SYSTEMS-crane shall be connect to the PA (public address system), emergency alarm system
and fire and gas detection system.
Table 2- Norsok S-001- comment D, Crane operator can postpone the shut down until to terminate a critical lfiting operation or use the
crane for rescue operation.

ANNEX G
CRANES
FLOATING CRANES (GROUP G6)
SIZE AND CAPACITY
DESIGN-acc. EN 13852-2
LOCATION OF EMERGENCY LOAD RELEASE SYSTEM (ELRS) MANUAL CONTROL
-For rapid and unobstructed activation. At left hand side. Ref.EN13852-2, 5.7.1
LIFTING APPLIANCES FOR SUBSEA OPERATIONS
 General-Fulfil all that point
 Sea water penetration and corrosion-
 Load hoist drum-acc. DNV N2-22. Ch2 Sec5 B200
 Rated capacity indicator
 Tensioning and compensation systems
 Rope tensioning system-reduce the dynamic load, smooth landing and lift off from the seabed.
 Heave compensation system
 Performance level-minimum ISO 13849-1 level d.
 Subsea operation mode- ELRS/MOPS, AOPS and the tesioning compensation system operative.
 Automatic overload protection system (AOPS)
 Instruction for use for subse operations- eah LO risk assement, dynamic load chart be calculated,
stated any operational limitations, precautions, maintenance, periodic testing.
POWER DRIVEN WINCHES AND HOISTS (GROUP G7)
DESIGN OF POWER DRIVEN WINCHES-acc. EN 14492-1, and design criteria G.3.
Equipped with visual load indicator, during Liftin Operation.
To use for sub sea operations comply with G.12.4
DESGIN OF POWER DRIVEN HOISTS- acc. EN14492-2 and design criteria G.3
DESIGN OF MAN RIDER WINCHES- acc. DNV-OS-E101 and design criteria G.3
LOADER CRANES (GROUP G8)- acc. EN 12999 and design criteria G.3. Motion limiters acc EN 12077-2.
Winches on loader cranes acc. EN14492-1.
CABLE CRANES (GROUP G9)-acc NORSOK R002
HAND POWERED HOISTS AND TROLLEYS (GROUP G10)-apply design criteria G.3 and acc. EN13157.
Have a overload protection. Brake pads apply 2 independent mechanisms
Runway acc. Annex H.
OTHER CRANES
Apply design criteria G.3
Mobile elevating work platforms acc. EN280
Mast climbing platforms acc. EN1495
Suspended access equipment acc. EN1808
Lifting tables acc. EN 1570
Cranes for used in drilling operación acc. Annex D.

ANNEX H- NORMATIVE-FOUNDATIONS AND SUSPENSIONS
GENERAL (GROUP H)
GROUP OVERVIEW
DESIGN FACTORS
DESIGN CRITERIA
Design loads
Inclination angles
RUNWAY BEAMS (GROUP H1)
General
Design loads
Deflection
End stoppers
Rack and pinion
Fabrication
Painting and marking
Standardised dimension (informative)
Documentation and testing
LIFTING LUGS (GROUP H2)
General
Design loads
SHEAVE BRACKETS (GROUP H3)
General
Design loads
FOUNDATIONS (GROUP H4)
General

ANNEX H
FOUNDATIONS AND SUSPENSIONS
GENERAL (GROUP H)
Foundations and suspensions are structural components used for supporting the LA.
This annex apply in addition to the requirements stated in Clause 1 to 5.
Verification requirements- Clause 4.14
Proof –fundations and suspension acc. NORSOK N-004
Loads, load factors and resistance factors – described in this annex
EN 1993-6- as a supplement for more detailed desing of runway beams
Fabrication acc. NORSOK M-101
GROUP OVERVIEW
DESIGN FACTORS
Pp = SWL · DAF · DF
DF = ɣp ·ɣc
ɣp= partial load factor
ɣc=consequence factor
Material resistance factor for check against yield strength for
structural steel-acc. Norsok N-004
-For lifting lugs, including structural parts and full penetration welds
ɣRm= 1.15
-For fillet welds, partial penetration welds and bolted connections
ɣRm= 1.3

ANNEX H
DESIGN CRITERIA
Design loads- apply acc. 5.7 or standards- the most stringent requirement
Inclination angles
 Onshore- minimum inclination from the horizontal of 1º in all directions
 Offshore- minimum inclination see Table H.3
Resulting maximum inclination from heel and trim- be taken into account in the design loads and stated in the material handling plan
see annex B.7 b
General
Design be compatible with the design of the trolleys and wheels –rail contact. EN/TS 13001-3-3
Runways beams –HEB
Design loads
 SWL be designed equal to or larger than SWL- acc. Table H.5.8.
 DAF=1.5 for SWL≤3tns,
DAF=1.3 for SWL>5tn,
DAF=by linear interpolation 3<SWL<5 tn
 No designed with a SWL <0.5 tn
 Horizotal load in any direction be taken 10% of Pp in the lowest suspension point.
Any bending moments due to the low suspension point-be included.

ANNEX H
Deflection
Vertical deformation
(excluding load factors)
End stoppers
Robust end stoppers on both sides on all open endss.
The gap under the end stopper- NO exceed 30 mm to prevent the trolley wheels to pass under.
Buffers and end stoppers to absorb the kinetic energy (maximum speed and fully loaded trolley).
Rack and pinion
Racks compatible with pinion drives of the lifting equipment- see Annex G.
Fabrication
Tolerances of the flange width and thickness- specification manufacturer
Misalignment and welded joints- be grinded flush and specif. manuf.
Yellow (RAL 1003) and permanently marked SWL (letter minimum 50 mm)
Standardised dimension (informative)
For fixed installation and horizontal loads of 10%.
Special consideration on floating installations of for application with horizontal load above 10%
Runway beam of SWL≥3tn designed with arrangements for installation and removal of trolleys and hoists. See Figura H1

ANNEX H
LOAD TEST REQUIREMENTS-Table H4
Test load be applied in the following positions of the runway beam:
Mid span
Support points
Cantilever outer end
Centre of turns
Runway beams-be functional tested – full length with a trolley leaded with at least 50% of the beam SWL
When testing a series of identical runway beams- samples for testing may be slected accordin next table H5.
DOCUMENTATION
In additon to the tecnical file 5.25, each runway beam be accompanied by a certificate, based
In ILO form 2, according NORSOK R-003/005 Annex E certificate stete the applied test load
in accordance before point.

ANNEX H
LIFTING LUGS (GROUP H2)
General
Designed acc. Annex J.
Design based on the load and loads effects, and compatible with the shackle dimensions – SWL of the lifting equipment
Design loads
 DAF=1.5 for SWL≤3T
DAF=1.3 for SWL>5T
DAF =by linear interpolation 3<SWL<5T
 Lifing lugs NO design with a SWL of less than 1T
 Horizotal load in any direction be taken as minimum 10% of Pp acting acting
in the center of the suspension point (eg. Center of the shackle bow).
Yellow (RAL 1003) and permanently marked- unique SWL visible from floor level (letter are minimum 50 mm)
LOAD TEST REQUIREMENTS-proof load acc table H4 and series table H5
DOCUMENTATION-In additon to the tecnical file 5.25, each lifting lug be accompanied by a certificate, based in ILO form 2,
according NORSOK R-003/005 Annex E. Certificate stete the applied test load in accordance before point.

ANNEX H
SHEAVE BRACKETS (GROUP H3)
General-a base plate for fixed attachment to the structure, side plates, axle, bearing, wire sheave
(pulley wheel) and sometimes a pivot arrangement for sideways movement.
Design loads
 DAF= 1.5 for SWL ≤ 3 tn,
DAF= 1.3 for SWL > 5 tn.
DAF =by linear interpolation 3<SWL<5 tn
 The line pull is normally the SWL, in which the sheave is integrated the load on the bracket is
the vector sum of the 2 line pull loads.
 All conditions be checked with 4º misalignment out of plate (fleet angle)
 The load be calculated in the following conditions:
 180º wrap around angle, acting perpendicular to the foundation plate
 90º wrap around angle acting perpendicular and parallel to the base plate
 180º wrap around angle parallel with the foundation reduced plate
Flag blocks be designed for symmetric angular loads as shown.
Supplier- state angular limitations and range of sideways movement, limits of operation
Typical sheave bracket design load with a given line pull SWL:
Pp = (Vector sum of line pull forces, ie max 2 x SWL x DAF x DF, and DF= 1.68 (as designed fgactor H.3)
Yellow (RAL 1003) and permanently marked.
Drawings/Calculations/Manufacturing records
Be tested with complete lifting appliance before taken into operation.

ANNEX H
FOUNDATIONS (GROUP H4)
General
Design take account of dynamic effects, and the motion of the installation.
Care to ensure correct application of partial safety factors on loads transferred
from the lifting appliance to the foundation.
Ɣp- partial safety factor, Table H2, NO apply if manufacturer gives.
Ɣc-consequence factor –always apply.
For offshore cranes acc. Annex D of EN13852-1- (ref. Annex G of this standard)
Offshore crane pedestals- be checked for consequencee of failure.
Table H3- summary of different factor to be used on reaction in the fountdations
and NORSOK N001
Yellow (RAL 1003) and permanently marked.
Drawings/Calculations/Manufacturing records-
Be tested with complete lifting appliance before taken into operation

GENERAL
How to select appropriate dimensions for an elastic pennant in accordance with A7(Appliances for rescue boats)
INPUT PARAMETERS
Mass of fully equipped rescue boat with full complement of person 4T
Required WLL for elastic pennant 𝑊𝐿𝐿 𝑅𝑂𝑂2𝐴 = 4000 𝑘𝑔
Hoisting speed-(maximum steady speed-lift the gross mass) 𝑉 𝑊𝐿𝐿 = 2,0 𝑚/𝑠
Host facility Semisub
DATA FOR FIBRE ROPE, GIVEN BY ROPE MANUFACTURER
Rope construction: 8-strand plaited polyamide rope
MBL for different diameters- see Table I.1
Curve for dimensionless static stiffness (K’), Figura 1
For simplified calculation, a linear force crossing real force in 2 point 0% and 20% of MBL.
ROPE DIAMETER
Select based on the MBL with a minimum static safety factor of 10-take into account a reduction factor of 10% for splices A7.43- Formula A18-MBLreq
See table I-1- 52 mm-
Actual static safety factor:
Actual static stiffness:
MINIMUM ROPE LENGTH
The velocities applicable for calculation of the dynamic factor ɸ, can be calculated from the input parameters as shown in Table I.2
Dynamic factor ɸ, and the dynamic safety factor SFdyn, for LCA and LCC, can be calculated from the length of the elastic pennant, using expresion A.20 and A.19. see
next page- Results in Table I.3
Applying the acceptable criteria in A7.4.3 for dynamic factor and dynamic safety factor, the plot shows that the minimum
required length is 11.4 m (length between splices)
ANNEX I
SELECTION OF ELASTIC PENNANT-CALCULATION EXAMPLE

ANNEX I
SELECTION OF ELASTIC PENNANT-CALCULATION EXAMPLE
Ø- dynamic factor
SFdyn- dynamic safety factor
LCA-pick-up of rescue boat from swea in the NLS condition
LCC-pick-up of rescue boat from sea in the LS condition

ANNEX J
LIFTING LUGS AND MATING SHACKLES
GENERAL
DESIGN OF LIFTING LUGS
TYPES OF LIFTING LUGS
LIFTING LUG CONNECTION TO STRUCTURES
LIFTING LUG/SHACKLE ACCOMMODATION
LIFTING LUG GEOMETRY
LIFTING LUG STRENGTH CALCULATION
LOAD COMPONENTS
LIMIT DESIGN STRESS
TEAR-OUT LIMIT DESIGN STRESS
LOAD BEARING LIMIT DESIGN STRESS AT PINHOLE EDGE
FILLET WELD LIMIT DESIGN STRESS FOR TYPE 2
WELD STRENGTH FOR TYPE 3

ANNEX J
GENERAL
This annex applies together with one or more of the next annex:
 Annex F- lifting lugs on equipment or units to be used for transportation, installation and decommissioning
 Annex H- for lifting lugs for suspension of permanent or temporary lifting equipment
 Annex C- for lifting lug integrated in lifting accessories
TYPES OF LIFTING LUGS
3 types
Type 1-basic from one single plate
Type 2 one cheek plate fillet welded on each side of the plate
Type 3 has a boss partly welded to the plate with full penetration weld
LIFTING LUG CONNECTION TO STRUCTURES
Recommendation-conecction between lifting lug and supporting- shear connection..
Welded lifting lugs- thickness properties –documented-avoid stresses in thickness direction, eg by use of
z-quality material or by additional ultrasonic testing or lamination.
To avoid lamination problems- to splot the plate throught the horizontal flange and weld underlying
vertical web plate.This applies specially to heavy loaded lifting lugs.
Stress level locally at the base – be reduced by adding a fillet weld onto a part pen (or full pen) weld.
Bolted connections be minimum M12 size and be designed to transfer the load (see next Figure):
 By shear- no considering friction
 By vertically orientated bolts in tension.

ANNEX J
LIFTING LUG/SHACKLE ACCOMMODATION
Lifting lugs –design- match standard shackle dimensions- to account for tolerance deviation between the different shackle
type.. Shackle- lifting lugs+sling or hook
Be decided on the basis of a load distribution perspective and operational judgement (bases on shackle geometry).
Examples- tables are based on a minimum yield stress (fy) of 355N/mm2.
Shackle geometry and tolerance are based on Dee shackles and Bow shackles according EN 13889 and US Federal Spec. RR-C-271

ANNEX J

ANNEX J
LOAD COMPONENTS
Lifting lug-force Pp (Annex F or Annex H as applicable)
Vertical and horizontal component of Pp
Ppv=Pp cosα
Pph=Ppsin α
The tables are guidelines only.Checked using the partial factors and the design load applicable for the installation according Annex For H.
The lateral load specified in Annex F or H be applied acting in the centre of the shackle bow, as figure.
Lateral load is not accounted for the following text and shall be considered additionally.
LIMIT DESIGN STRESS
The limit design stress is : fy= yield stress,, ɣRm=material resistan factor = 1.15 (full penetration welds) or 1.3 (partial penetration welds)
TEAR-OUT LIMIT DESIGN STRESS
Limit design shear stress be assessed to satisfy, where Ƭed is tear out stress.
LOAD BEARING LIMIT DESIGN STRESS AT PINHOLE EDGE
Design bearing limit design stress, following conditon, where Ϭb=pin hole bearing stress

ANNEX J
FILLET WELD LIMIT DESIGN STRESS FOR TYPE 2
Ƭed= fillet weld shear stress.
For each cheek plate, effective weld length is 2/3 of total circumference
Load through weld of each cheek plate
Fillet weld shear stress
WELD STRENGTH FOR TYPE 3
Weld between boss and plate shall have full penetration.

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