30 C.F.R. § 250.901 What industry standards must your platform meet?
Title 30 - Mineral Resources
(a) In addition to the other requirements of this subpart, your plans for platform design, analysis, fabrication, installation, use, maintenance, inspection and assessment must, as appropriate, conform to: (1) American Concrete Institute (ACI) Standard 318, Building Code Requirements for Reinforced Concrete, plus Commentary, (incorporated by reference as specified in §250.198); (2) ACI 357R, Guide for the Design and Construction of Fixed Offshore Concrete Structures, (incorporated by reference as specified in §250.198); (3) American Institute of Steel Construction (AISC) Standard Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design, with Commentary, (incorporated by reference as specified in §250.198); (4) American Petroleum Institute (API) Recommended Practice (RP) 2A—WSD, Recommended Practice for Planning, Designing, and Constructing Fixed Offshore Platforms-Working Stress Design, (incorporated by reference as specified in §250.198); (5) API RP 2FPS, Recommended Practice for Planning, Designing, and Constructing Floating Production Systems, (incorporated by reference as specified in §250.198); (6) API RP 2RD, Design of Risers for Floating Production Systems (FPSs) and Tension-Leg Platforms (TLPs), (incorporated by reference as specified in §250.198); (7) API RP 2SK, Recommended Practice for Design and Analysis of Station Keeping Systems for Floating Structures, (incorporated by reference as specified in §250.198); (8) API RP 2SM, Recommended Practice for Design, Manufacture, Installation, and Maintenance of Synthetic Fiber Ropes for Offshore Mooring, (incorporated by reference as specified in §250.198); (9) API RP 2T, Recommended Practice for Planning, Designing and Constructing Tension Leg Platforms, (incorporated by reference as specified in §250.198); (10) API RP 14J, Recommended Practice for Design and Hazards Analysis for Offshore Production Facilities, (incorporated by reference as specified in §250.198); (11) American Society for Testing and Materials (ASTM) Standard C 33–99a, Standard Specification for Concrete Aggregates, (incorporated by reference as specified in §250.198); (12) ASTM Standard C 94/C 94M–99, Standard Specification for Ready-Mixed Concrete, (incorporated by reference as specified in §250.198); (13) ASTM Standard C 150–99, Standard Specification for Portland Cement, (incorporated by reference as specified in §250.198); (14) ASTM Standard C 330–99, Standard Specification for Lightweight Aggregates for Structural Concrete, (incorporated by reference as specified in §250.198); (15) ASTM Standard C 595–98, Standard Specification for Blended Hydraulic Cements, (incorporated by reference as specified in §250.198); (16) AWS D1.1, Structural Welding Code—Steel, including Commentary, (incorporated by reference as specified in §250.198); (17) AWS D1.4, Structural Welding Code—Reinforcing Steel, (incorporated by reference as specified in §250.198); (18) AWS D3.6M, Specification for Underwater Welding, (incorporated by reference as specified in §250.198); (19) NACE Standard MR0175, Sulfide Stress Cracking Resistant Metallic Materials for Oilfield Equipment, (incorporated by reference as specified in §250.198); (20) NACE Standard RP 01–76–94, Standard RP, Corrosion Control of Steel Fixed Offshore Platforms Associated with Petroleum Production, (incorporated by reference as specified in §250.198). (b) You must follow the requirements contained in the documents listed under paragraph (a) of this section insofar as they do not conflict with other provisions of 30 CFR Part 250. You may use applicable provisions of these documents, as approved by the Regional Supervisor, for the design, fabrication, and installation of platforms such as spars, since standards specifically written for such structures do not exist. You may also use alternative codes, rules, or standards, as approved by the Regional Supervisor, under the conditions enumerated in §250.141. (c) For information on the standards mentioned in this section, and where they may be obtained, see §250.198 of this part. (d) The following chart summarizes the applicability of the industry standards listed in this section for fixed and floating platforms:
Title 30: Mineral Resources
PART 250—OIL AND GAS AND SULPHUR OPERATIONS IN THE OUTER CONTINENTAL SHELF
Subpart I—Platforms and Structures
General Requirements for Platforms
§ 250.901 What industry standards must your platform meet?
------------------------------------------------------------------------ Industry standard Applicable to . . .------------------------------------------------------------------------ACI Standard 318, Building Code Fixed and floating platform, Requirements for Reinforced Concrete, as appropriate. Plus Commentary;.AISC Standard Specification for Structural Steel Buildings, Allowable Stress Design and Plastic Design;.ASTM Standard C33-99a, Standard Specification for Concrete Aggregates;.ASTM Standard C94/C94M-99, Standard Specification for Ready-Mixed Concrete;.ASTM Standard C150-99, Standard Specification for Portland Cement;.ASTM Standard C330-99, Standard Specification for Lightweight Aggregates for Structural Concrete;.ASTM Standard C 595-98, Standard Specification for Blended Hydraulic Cements;.AWS D1.1, Structural Welding Code_Steel;.AWS D1.4, Structural Welding Code_Reinforcing Steel;.AWS D3.6M, Specification for Underwater Welding;.NACE Standard RP 01-76-94, Standard Recommended Practice (RP), Corrosion Control of Steel Fixed Offshore Platforms Associated with Petroleum Production;.API RP 2A_WSD, RP for Planning, Designing, and Constructing Fixed Offshore Platforms_Working Stress Design;.ACI357R, Guide for the Design and Fixed platforms. Construction of Fixed Offshore Concrete Structures;.API RP 14J, RP for Design and Hazards Floating platforms. Analysis for Offshore Production Facilities;.API RP 2FPS, RP for Planning, Designing, and Constructing, Floating Production Systems;.API RP 2RD, Design of Risers for Floating Production Systems (FPSs) and Tension- Leg Platforms (TLPs);.API RP 2SK, RP for Design and Analysis of Station Keeping Systems for Floating Structures;.API RP 2T, RP for Planning, Designing, and Constructing Tension Leg Platforms;.API RP 2SM, RP for Design, Manufacture, Installation, and Maintenance of Synthetic Fiber Ropes for Offshore Mooring.------------------------------------------------------------------------
Browse Previous |
Browse Next
