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1、Spec No. 01-09PLATFORM CRANEProj. No. XXXXXPage 1 of 15F:/FILEROOT02/2018-313345F8283-8B80-4015-B369-80AEC9C7402123470D884140D2F89CF4CA7D8DCC5FC5.PDF.snwClient:Project:0Initial Issue08/27/97CTSCTSCTSNo.REVISIONDATEBYCHKDHSE CHECKAPPDTABLE OF CONTENTS1.0SCOPE2.0CODES AND STANDARDS3.0DESIGN REQUIREMEN
2、TS4.0TESTING AND INSPECTION5.0PAINTING6.0SPARES AND START-UP7.0WARRANTY8.0VENDOR DATA REQUIREMENTS9.0API MONOGRAM AND NAMEPLATE10.0ATTACHMENTSSpec No. 01-09PLATFORM CRANEProj. No. XXXXXPage 2 of 15F:/FILEROOT02/2018-313345F8283-8B80-4015-B369-80AEC9C7402123470D884140D2F89CF4CA7D8DCC5FC5.PDF.snw1.0SC
3、OPE1.1.This specification defines the minimum requirements for the design, fabrication, inspection, assembly and testing of a pedestal-mounted offshore crane to be installed on a production platform located in the Gulf of Mexico. The crane shall have a boom (see Data Sheets for Boom type), onboard c
4、ontrols, and a diesel engine power package.1.2.VENDOR shall provide all materials, equipment, labor, crating for domestic shipping, insurance and other services necessary to perform the work described herein.All materials, equipment and parts comprising the unit shall be new and free from defects or
5、 imperfections. All cranes shall be manufactured, inspected and tested in accordance with API Specification 2C and shall have the API monogram. Proof of current API certification shall be presented with VENDORs quotation.1.3.Alternatives, or additions to these specifications which are required by go
6、od design practice shall be presented in writing at the time the bid is submitted. All costs for these shall be listed separately as an addendum to the base bid.1.4.In case of conflict between the requirements of this specification and those of other documents contained or referenced herein, the VEN
7、DOR shall immediately submit the matter in writing to COMPANY, who will provide a written clarification.1.5.The crane shall be designed for an offshore atmosphere and rated for 24 hour duty.2.0CODES AND STANDARDSThe publications listed below form part of this specification and shall be interpreted a
8、s the minimum acceptable requirements. In case of conflict between this specification and the referenced publications, this specification shall govern.Spec No. 01-09PLATFORM CRANEProj. No. XXXXXPage 3 of 15F:/FILEROOT02/2018-313345F8283-8B80-4015-B369-80AEC9C7402123470D884140D2F89CF4CA7D8DCC5FC5.PDF
9、.snwThe latest edition of the listed publications:American Institute of Steel Construction (AISC):Manual of Steel ConstructionAmerican Petroleum Institute (API):Spec 2C - Specification for Offshore CranesRP 2D - Recommended Practice for Operation and Maintenance of Offshore CranesSpec 9A - Specifica
10、tion for Wire RopeRP 2A-WSD - Recommended Practice for Planning, Designing and Constructing Fixed Offshore PlatformsNational Electrical Code (NEC):NFPA 70American Welding Society (AWS):D1.1 - Structural Welding CodeCompany Specifications:11-01 - Protective Coatings3.0DESIGN REQUIREMENTS3.1.General3.
11、1.1.VENDOR shall perform the following tasks associated with provision of the specified equipment and materials:a) Furnish and install all equipment, piping, valves, instruments, cables, and controls as specified.b) Furnish and install all accessories as specified.Spec No. 01-09PLATFORM CRANEProj. N
12、o. XXXXXPage 4 of 15F:/FILEROOT02/2018-313345F8283-8B80-4015-B369-80AEC9C7402123470D884140D2F89CF4CA7D8DCC5FC5.PDF.snwc)Perform all required inspection and testing as outlined in the specifications.d) Blast and paint the crane assembly and other appropriate components in accordance with COMPANY spec
13、ifications.e) Prepare and package the assembly for shipment.f)Provide the vendor data documentation described in this specification.3.1.2.The crane assembly shall be designed for service on an offshore, platform. Ambient temperature range is 40-100F with a humidity range between 65-100 percent (%).
14、Maximum sustained wind velocity is 131 mph with gusts to 166 mph. Crane equipment shall be suitable for installation in an unclassified area.3.2.Performance Criteria3.2.1.Crane dynamic and static ratings shall be in accordance with API Specification 2C, latest edition. See data sheet for required ra
15、ting.3.2.2.All hook loads shall be based as though at the boom tip with top rope layer used.3.2.3.The crane hook speeds shall be as specified on the bid data sheet with the reference point at the water line.3.3.Power PackGeneral3.3.1.The power pack shall be attached to the rotating assembly. A servi
16、ce walkway a minimum of 24“ wide with handrails shall be provided on at least three (3) sides of the power unit.3.3.2.The engine shall be provided with a full hood and side panels.3.3.3.The power pack shall be mounted on a structural steel skid with a lifting frame. A 1/4“ thick steel drip pan sloped to a drain connection shall be provided under and extending 6“ beyond the edge of all equipment, including the hydraulic and fuel reservoirs.Spec No. 01-09PLATFORM
