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DNV-OSS-304 Risk Based Verification of Offshore Structures |
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| App.B: Example Verification Scope for Certification of Fixed Offshore Structures |
| — | A is audit |
| — | S is surveillance |
| — | H is hold point |
| — | R is review |
| — | I is for information. |
Guidance note: ---e-n-d---o-f---G-u-i-d-a-n-c-e---n-o-t-e---
This activity differs from the Surveillance by being focused
on the adherence to and completeness and robustness of the procedures
and not on the actual result of the procedure (although this is
not ignored). Further, the audit is normally a 'one-off' activity as
opposed to the continuity in monitoring.
Guidance note: ---e-n-d---o-f---G-u-i-d-a-n-c-e---n-o-t-e---
Other commonly used terms for Surveillance are Monitoring
or Witnessing.
| S1 = | Surveillance on a visit basis, e.g. once per week or sample review 10-20% |
| S2 = | Surveillance frequency at minimum once per day or review of 50-60% |
| S3 = | Surveillance frequency at minimum once per shift or review of 100% of items |
Guidance note: ---e-n-d---o-f---G-u-i-d-a-n-c-e---n-o-t-e---
These surveillance frequencies may be modified to correspond with
production work flow.
| — | R1 Review of drawings and design principles |
| — | R2 Review of drawings and design principles and spot check of calculations |
| — | R3 Verification of structural integrity by performance of independent calculations. |
App.B C
| Table C1 Overall Project Management | ||||
| Item | Description | Level | ||
| Low | Medium | High | ||
| 1 | review of project quality management documentation | X | X | X |
| 2 | audit of project quality management system | X | ||
| 3 | review of sub-contractor control | X | ||
| 4 | review of interface controls | X | X | |
| 5 | review of methods of information flow | X | ||
App.B D
| Table D1 Scope of work for verification of structural design | ||||||
| Verification level | ||||||
| Low | Medium | High | ||||
| Substructure | ||||||
| Designers quality documents | - | R | A | |||
| Structural design specification | R | R | R | |||
| Design Brief | - | R | R | |||
| R1 | R2 | R2 | ||||
| Ultimate Limit states | R1 | R2 | R2 and R3 | |||
| Fatigue Limit States | R1 | R2 | R2 and R3 | |||
| Accidental Limit States | - | R1 | R2 | |||
| Seismic Limit States | - | - | R1 | |||
| Fabrication | Structural integrity in critical operations | - | R1 | R2 | ||
| Load out | Ultimate Limit states | - | R1 | R2 | ||
| Transportation | Ultimate Limit states | R1 | R2 | R2 and R3 | ||
| Fatigue Limit States | - | R1 | R2 | |||
| Installation | Ultimate Limit states | R1 | R2 | R2 and R3 | ||
| Foundation | ||||||
| Mud mats, skirts | R1 | R2 | ||||
| Piles | Ultimate limit states | R1 | R2 | R2 and R3 | ||
| Fatigue Limit States | R1 | R2 | R2 and R3 | |||
| Accidental Limit States | R1 | R2 | ||||
| Seismic Limit States | R1 | |||||
| Pile drivability | R1 | |||||
| Pile fatigue from driving | R1 | R3 | ||||
| Soil data | R | |||||
| Corrosion protection system | R1 | |||||
| Caissons | R1 | |||||
| Conductor guide details, riser guide details | R1 | |||||
| Other permanent appurtenance (Boat fenders etc.) | R1 | |||||
| Other temporary structures, Buoyancy tanks, pad eyes, etc. | R1 | R2 | ||||
| Deck and topside modules | ||||||
| Ultimate Limit States | R1 | R2 | R2 and R3 | |||
| Fatigue Limit States | R1 | R2 | ||||
| Accidental Limit States | R1 | R2 | ||||
| Seismic Limit States | R1 | |||||
| Fabrication | Structural integrity in critical operations | R1 | ||||
| Load out | R1 | R2 | ||||
| Transportation | R1 | R2 and R3 | ||||
| Lifting | R1 | R2 and R3 | ||||
| Crane support | R1 | R2 | R2 | |||
Notes
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