1. Description of Tasks
2. Procedures
3. Documents
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This Statement of Work also covers Steel Templates for location of the anchoring bolts of the Mechanical Jacks which support the Telescope Azimuth Ring. Another set of temporary Templates position eight Foundation Plates which provide jacking points during assembly of the Telescope Azimuth Frame. These Templates assure the proper geometry during the final concrete pours at the top of the Telescope Pier.
The Supply includes: the preparation of shop drawings, the fabrication, the machining, the pre-assembly and testing of the steel structure of the Pier - Upper Ring Steel Structure and the fabrication of the Templates which position the anchoring bolts for the Telescope Azimuth Ring, and fabrication of a number of plates and spacers.
The Telescope Azimuth Ring (not part of this Supply) is being manufactured by Ansaldo Energia in Milan, Italy. The telescope will be pre-erected in Milan, but the Pier - Upper Ring Steel will only be used during the actual erection of the Telescope on Mt. Graham.
The Pier - Upper Ring Steel and the Templates for the fixation of the Telescope Azimuth Ring are the location where the construction of the Large Binocular Telescope transitions from English to metric dimensions. The Telescope Pier has been constructed with principally English dimensions, while the Telescope structure is being constructed with metric dimensions. This is the transition that leads to the drawings below having mainly metric dimensions while the hardware and steel sections are specified to be American. Either English or metric dimensions are acceptable for this Supply as long as suitable interface drawings exist to assure mating with the adjacent parts of the Telescope and Pier.
The proposal should include a time line of the Supply activities.
Line Item |
Quantity for Delivery |
Drawing CAN # |
Description of Hardware Item |
---|---|---|---|
1 | 1 | 421e030 | Inner Ring |
2 | 6 | 421e031 | Supporting Arms |
3 | 2 | 421e032 | I-Beams, 69 degrees (Item 03) |
4 | 2 | 421e032 | I-Beams, 62 degrees (Item 04) |
5 | 2 | 421e032 | I-Beams, 49 degrees (Item 05) |
6 | TBD | 421e029 | Bolts and Fasteners (Upper Ring Steel) |
7 | 2 | 421e034 | Templates 1 & 4 |
8 | 2 | 421e035 | Templates 2 & 5 |
9 | 2 | 421e036 | Templates 3 & 6 |
10 | 24 | 421e033 | Plates (Detail E) |
11 | 24 | 421e033 | Shims (Detail G) |
12 | 12 | 421e033 | Plates (View D) |
13 | TBD | 421e033 | Bolts and Fasteners (Templates) |
14 | 8 | 421e049 | Foundation Plates |
15 | 2 | 421e049 | Template 1 for Foundation Plates |
16 | 2 | 421e049 | Template 2 for Foundation Plates |
Fasteners should be delivered with an excess over the required number. The excess should be 2% of the required number with a minimum of four fasteners for each size and length.
1.3 Deliverable Documents
Described in this section are all the manuals, plans, drawings and
documentation that must be supplied as part of this Statement of Work.
All documents shall be supplied in four (4) hard copies and one (1)
digital copy.
Documentation packages, shall be supplied in support of the following functional activities:
The test and inspections shall include:
1.3.2.1 Test Procedures
The Test Procedures shall describe in detail all the necessary operations to perform verification through a test. A Test Procedure shall be produced for every verification test required and shall contain the following information:
1.3.2.2 Test Reports
The Test Reports shall summarize the findings of the tests. The Test Report shall be submitted to the LBTC not later than 30 days after the test. A Test Report shall contain the following information:
All the workshop drawings must be submitted to the Technical Representative for approval before starting the construction and materials purchase. The Technical Representative shall comment on the request within 15 days from the receipt, and in the event of no comment the request is to be considered approval.
1.3.3.2 As-Built Drawings
The LBTPO shall receive copies of the updated "as-built" drawings and documentation not later than 30 days after the completion of the acceptance tests, and at least 15 days prior to acceptance (see below).
2.2 Technical Liaison
The Supplier shall provide access to all phases of the Work to the
following LBTC Technical Representative(s):
Gianpietro Marchiori European Industrial Engineering Via Torino #65 D/E 30170 Mestre (VE) ITALY telephone: 39-041-531-7906 telefax: 39-041-531-7757 email: eiedir@ve.nettuno.it
The Supplier shall maintain informal technical liaison with the LBT Project Technical Representative(s). These representative(s) shall be provided the following:
All workshop drawings, parts lists and manufacturing plans must be submitted to the LBTC Technical Representative for approval before purchasing any materials and/or beginning any construction.
LBTC approval will cover only the functional and conceptual aspects of the design and will not cover the correctness of the dimensions and practicality of the machining. Approval of the drawings shall not indicate acceptance of the Work.
2.3 Technical Changes
All ECRs, NCRs, and Requests for Waivers or Deviations will be presented to the Technical
Representative(s) for further evaluation, formulation of responses, and recommendations to the LBT
Director.
2.3.1 Engineering Change Request
In the event that the Supplier deems it necessary to deviate from any specification or term of the Technical Specifications or the Proposal, the Supplier shall deliver to the Technical Representative(s) an Engineering Change Request (ECR) setting forth:
2.3.2 Non-Conformance Report (NCR)
The Supplier shall report all non-conformities from the Technical Specifications which occur during the manufacture, assembly, or testing at all levels of the Work. Each Non-Conformance-Report shall set forth the following:
2.3.3 Request for Waiver/Deviation
A Request for Waiver may be issued during the manufacturing, test or integration of a deliverable item to:
A granted waiver does not lead to changes of any approved and released documents. The Request for Waiver shall include:
It shall be accompanied by all documentation required by the LBT Corporation to judge the acceptability of the waiver. If any change in the schedule or performance are expected, these points shall be clearly addressed.
2.4 Point of Delivery
All documents shipped as a result of this Statement of Work shall be
sent to the LBT Project Office:
LBT Project Office/USA The University of Arizona Steward Observatory Tucson, AZ 85721-0065 USA
All hardware shipped as a result of this Statement of Work shall be
sent to the LBT Staging Area at the Base Camp of the Mount Graham
International Observatory:
Large Binocular Telescope Corporation MGIO Base Camp 1480 W. Swift Trail Safford, AZ 85546-8053 USA
Document Type | Drawing CAN # |
Revision Date | Assembly / Part Name |
---|---|---|---|
Technical Specification | 401e016f.doc 401e016f.htm | 02 Jul 1998 | Pier - Upper Ring Steel Structure and Template for Azimuth Ring |
Autocad Drawing | 421e029c.dwg | 16 Jun 1997 | Pier Construction Drawings Ring Steel Structure General Assembly, Sheet 1/4 |
Autocad Drawing | 421e030c.dwg | 16 Jun 1997 | Pier Construction Drawings Ring Steel Structure Inner Ring, Sheet 2/4 |
Autocad Drawing | 421e031c.dwg | 16 Jun 1997 | Pier Construction Drawings Ring Steel Structure Supporting Arm, Sheet 3/4 |
Autocad Drawing | 421e032c.dwg | 16 Jun 1997 | Pier Construction Drawings Ring Steel Structure Mach. Inner Ring and Nelson Connector, Sheet 4/4 |
Autocad Drawing | 421e033c.dwg | 02 Jun 1998 | Pier Construction Drawings Templates for Azimuth Ring Fixation General Assembly, Sheet 1/4 |
Autocad Drawing | 421e034b.dwg | 02 Jun 1998 | Pier Construction Drawings Templates for Azimuth Ring Fixation Templates No. 1 & 4, Sheet 2/4 |
Autocad Drawing | 421e035b.dwg | 02 Jun 1998 | Pier Construction Drawings Templates for Azimuth Ring Fixation Templates No. 2 & 5, Sheet 3/4 |
Autocad Drawing | 421e036b.dwg | 02 Jun 1998 | Pier Construction Drawings Templates for Azimuth Ring Fixation Templates No. 3 & 6, Sheet 4/4 |
Autocad Drawing | 421e037b.dwg | 02 Jun 1997 | Pier Construction Drawings Pier Upper Ring General Assembly |
Autocad Drawing | 421e048d.dwg | 02 Jun 1998 | Pier Construction Drawings Concrete Structure Template for Foundation Assembly |
Autocad Drawing | 421e049a.dwg | 02 Jun 1998 | Pier Construction Drawings Concrete Structure Template for Foundation Plate - Items |
3.2 Reference Drawings and Documents
Document Type | Drawing CAN # |
Revision Date | Assembly / Part Name |
---|---|---|---|
Autocad Drawing | 400e033b.dwg | 02 Jun 1997 | Telescope Azimuth Assembly Azimuth Frame Mounting Support Device Central Structure |
Autocad Drawing | 400e036b.dwg | 02 Jun 1997 | Telescope Azimuth Assembly Azimuth Frame Mounting - Az. Jack Sys. and Supporting Device Struct. |
Autocad Drawing | 407e001c.dwg | 15 Jul 1997 | Telescope Special Utilities Access to the Telescope General Layout; 3D View |
Autocad Drawing | 410e023c.dwg | 25 Jun 1997 | Azimuth Ring Structure Adjusting System |
Autocad Drawing | 421e025c.dwg | 02 Jun 1998 | Pier Construction Drawings Concrete Structure Upper Corner Details |
Autocad Drawing | 421e026c.dwg | 16 Jun 1997 | Pier Construction Drawings Concrete Structure Erection Phases Upper Concrete Ring |
Autocad Drawing | 421e028e.dwg | 02 Jul 1998 | Pier Construction Drawings Concrete Structure Erection Phases of the Upper Concrete Ring |
Autocad Drawing | 421e042c.dwg | 16 Jun 1997 | Pier Construction Drawings Pier Upper Ring Central Bearing Support Assembly |
Autocad Drawing | 421e043b.dwg | 02 Jun 1997 | Pier Construction Drawings Pier Upper Ring Lower Bearing Support |
Autocad Drawing | 310a005a.dwg | 20 Feb 1996 | Rotating Enclosure Utilities Utilities Cable Chain Cable Chain Layout |
Reference | 001s006c.htm | 02 Jun 1997 | LBT Drawing Standards |