884-B330-02 R1 Generator Foundations.pdf
PDF 507 KB Posted
- Attached to
- Two (2) 2400 HP Towboats for USACE New Orleans
- Solicitation number
- W912BU-23-B-0026
About this file
This document package includes drawings and specifications for generator foundations for two 2400 HP towboats being procured by the Department of the Army Corps of Engineers Engineering District Philadelphia. The solicitation number is W912BU-23-B-0026 and seeks towboats for the USACE New Orleans district. The drawings show details for the generator foundations, including plans, elevations, sections and fabrication details. Specifications require ABS Grade A mild steel, welding in accordance with ABS rules for vessel construction, and mounting holes for the generators to be transferred from the equipment to the foundations. The vessels are to be classed by ABS as Maltese Cross A-1 towing vessels for river service.
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FOR
REVIEW
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PLAN 6-C MAIN DECK SCALE: "=1'-0"38"=1'-0"
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MAIN DECK OMISSIONS FOR CLARITY
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GENERATOR, P/S SEE REF. 5 (STBD GENERATOR OMITTED FOR CLARITY)
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60° SNIPETYP
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GENERATOR FOUNDATION SEE PLAN 6-C
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ELEVATION 4-D LOOKING PORT SCALE: "=1'-0"12"=1'-0"
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M16 FORM A WASHER, TYP
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CHRISTIE & GREY T15 ISOLATOR, TYP
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45° SNIPE, TYP
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ISOLATOR BRACKET, TYP 4 PER GIRDER (SEE DETAIL 1-A)
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SUPPORT BRACKET, TYP 6 PER GIRDER (SEE DETAIL 2-A)
SECTION 4-B FRAME 35 SHOWN LOOKING FWD SCALE: "=1'-0"12"=1'-0"
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SEE DETAIL 2-A
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DETAIL 2-A SUPPORT BRACKET FR 33 LOOKING FWD SCALE: 1"=1'-0"
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38" PL BRKT TYP
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DETAIL 1-A ISOLATOR BRACKET LOOKING FWD SCALE: 1"=1'-0"
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14" PL BRKT TYP
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NO.
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DESCRIPTION
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DWG. NO.
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GENERAL ARRANGEMENT
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DECK & BOTTOM STRUCTURE
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TRANSVERSE STRUCTURE
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LONGITUDINAL STRUCTURE
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MACHINERY ARRANGEMENT
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DECKHOUSE STRUCTURE
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GENERATOR FOUNDATION CALCULATIONS
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WELDING SCHEDULE
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CHECKED
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DRAWN
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DATE
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DESCRIPTION
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ZONE
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REV.
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PROJECT NO.
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SCALE
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SIZE
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DWG. NO.
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SHEET
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OF
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REV
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BRISTOL HARBOR GROUP, INC.
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CHECKED BY:
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BHGI PROJ #:
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DRAWN BY:
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APP'D BY:
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CORPS OF ENGINEERS
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DEPARTMENT OF THE ARMY
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MARINE DESIGN CENTER
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DATE:
AutoCAD SHX Text 22705
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AutoCAD SHX Text 99 POPPASQUASH RD, UNIT H BRISTOL, RI 02809 PH 401.253.4318 FAX 401.253.2329 www.bristolharborgroup.com
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MARINE DESIGN CENTER
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BIENVILLE REPLACEMENT TOWBOAT
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31AUG22
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BAD
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DPE
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GENERATOR FOUNDATIONS
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REVISION HISTORY
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DPE
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BAD
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14DEC22
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1. REMOVED RESERVATIONS TAB 2. ADDED REF. 8. 3. MOVED MAIN DECK DETAIL TO 8-C AND PLAN 4-B TO 6-C. 4. MOVED ELEVATION 15-C, SECTION 11-C AND DETAIL 14-B TO SHT 1. 5. REORIENTED/RELOCATED GENERATORS AND FOUNDATIONS TO RUN LONGITUDINALLY WITH INBD FOUNDATION WEB BEING 7'-11 5/8" OCL. 6. RESIZED FOUNDATIONS TO BETTER SUIT NEW GENERATOR LOCATION. 7. ADDED PL ISOLATOR BRACKETS (DETAIL 1-A)14 PL ISOLATOR BRACKETS (DETAIL 1-A)
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ALL
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1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH "ABS RULES FOR ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH "ABS RULES FOR BUILDING AND CLASSING STEEL VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS", LATEST EDITION. VESSEL WILL BE CLASSED. 2. ALL STRUCTURAL STEEL IS TO BE ABS GRADE A MILD STEEL UNLESS OTHERWISE NOTED. ALL ALL STRUCTURAL STEEL IS TO BE ABS GRADE A MILD STEEL UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL SHAPES ARE TO BE ASTM A-36 WHERE PERMISSIBLE BY ABS RULES. 3. ALL MOUNTING HOLES OF THE GENERATORS SHALL BE TRANSFER PUNCHED FROM EQUIPMENT TO THE ALL MOUNTING HOLES OF THE GENERATORS SHALL BE TRANSFER PUNCHED FROM EQUIPMENT TO THE FOUNDATION, USING EQUIPMENT AS A TEMPLATE. 4. VESSEL SHALL BE CLASSED MALTESE CROSS A-1 TOWING VESSEL, RIVER SERVICE WITH MALTESE VESSEL SHALL BE CLASSED MALTESE CROSS A-1 TOWING VESSEL, RIVER SERVICE WITH MALTESE CROSS AMS.
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GENERAL NOTES
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REFERENCES
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| Sheets and Views |
| 884-B330-02 R1 Generator Foundations-SHT 1 |
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