884-B410-02 R2 Towknees_136337164.pdf

PDF 1 MB Posted Aug 2, 2023

Attached to: Two (2) 2400 HP Towboats for USACE New Orleans
Solicitation number: W912BU-23-B-0026
Issued by: Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

Written by GovTribe AI · Dec 21, 2023

This package includes engineering drawings and specifications for the construction of two towboats for the U.S. Army Corps of Engineers New Orleans District. The drawings depict the design of the towknees, main deck, and other structural elements of 90' x 41' x 10' towboats to be constructed to ABS rules for river service. General notes provide requirements for vessel classification with ABS, welding standards, structural steel grades, dimensions, handrails, fendering details, plate terminations, and a towknee design load of 63,171 pounds per pair. Views, sections, and details show requirements for the towknee structures, connection details, and main deck stairs. The solicitation seeks these two towboats to replace aging vessels in the Corps' New Orleans fleet.

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KEY PLAN MAIN DECK LKG DOWN P/S SIM/OPP SCALE: "=1'-0"14"=1'-0"

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BULWARK, TYP SEE REF. 4

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BARGE WINCH, P/S SEE REF. 7

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TYP DECK FITTING SEE REF. 6

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TOWKNEE, P/S SEE PLAN 5-B

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TOWKNEE STAIRS, P/S SEE PLAN 31-C (STAIRS OMITTED ELSEWHERE FOR CLARITY)

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TOWKNEE CHAFE PROTECTION, P/S SEE REF. 4

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PLAN 5-B MAIN DECK TOWKNEE UNDER-DECK STRUCTURE STBD SIDE SHOWN, PORT SIM/OPP

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WT BHD

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BARGE WINCH FND SEE REF. 7

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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:

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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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05APR22

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DPE

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TOWKNEES

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REVISION HISTORY

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DPE

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08SEP22

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1. UPDATED KEY PLAN MAIN DECK & BACKGROUND UPDATED KEY PLAN MAIN DECK & BACKGROUND DETAILS TO MATCH DESIGN DEVELOPMENT. 2. REMOVED HATCHES FROM TOWKNEES. REMOVED HATCHES FROM TOWKNEES. 3. MOVED DIMENSIONS TO OUTSIDE OF OBJECT LINES. MOVED DIMENSIONS TO OUTSIDE OF OBJECT LINES. 4. DELETED REF. 8. DELETED REF. 8. 5. OMITTED BULWARK FOR CLARITY. OMITTED BULWARK FOR CLARITY. 6. ADDED CLARIFYING NOTES TO STAIRS CALLOUTS. ADDED CLARIFYING NOTES TO STAIRS CALLOUTS. 7. IMPROVED AND/OR PROVIDED ACCESS TO CL IMPROVED AND/OR PROVIDED ACCESS TO CL THROUGH 11'-2" OCL & 14' OCL BHDS. 8. REVISED TOWKNEE HANDRAIL DETAILS. REVISED TOWKNEE HANDRAIL DETAILS. 9. REVISED DECK PLATING/HEADLOG DETAIL. REVISED DECK PLATING/HEADLOG DETAIL. 10. ADDED GENERAL NOTE 7. ADDED GENERAL NOTE 7. 11. REVISED CALLOUT TO INCLUDE SNIPE. REVISED CALLOUT TO INCLUDE SNIPE. 12. ADDED ADDITOINAL RAT HOLES FOR WELDING ADDED ADDITOINAL RAT HOLES FOR WELDING ACCESS. 13. ADDED BRACKET INFORMATION.ADDED BRACKET INFORMATION.

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DECK & BOTTOM STRUCTURE

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TRANSVERSE STRUCTURE

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LONGITUDINAL STRUCTURE

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MAIN DECK BULWARK

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FENDERING

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DECK FITTINGS

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BARGE WINCHES & CAPSTAN

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DELETED

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VERTICAL AND INCLINED LADDERS

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09MAR23

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1. UPDATED BACKGROUND DETAILS TO MATCH DESIGN UPDATED BACKGROUND DETAILS TO MATCH DESIGN DEVELOPMENT. 2. ADDED REFERENCE 10. ADDED REFERENCE 10. 3. ADDED GENERAL NOTES 8 & 9.ADDED GENERAL NOTES 8 & 9.

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1. 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. 2. 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. 3. 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. 4. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO THE MOLDED LINE, UNLESS OTHERWISE NOTED. 5. ALL HANDRAILS SHALL BE SMOOTHED TO PREVENT PUNCTURES, LACERATIONS, OR SNAGGING. ALL HANDRAILS SHALL BE SMOOTHED TO PREVENT PUNCTURES, LACERATIONS, OR SNAGGING. 6. FENDERING OMITTED FOR CLARITY. SEE REF. 5 FOR FENDERING DETAILS. FENDERING OMITTED FOR CLARITY. SEE REF. 5 FOR FENDERING DETAILS. 7. ALL TERMINATIONS ON SOFT PLATE SHALL BE SUITABLE CLIPPED TO AN ADJACENT STIFFENER OR ALL TERMINATIONS ON SOFT PLATE SHALL BE SUITABLE CLIPPED TO AN ADJACENT STIFFENER OR BACKED UP TO PREVENT STRESS CONCENTRATIONS. 8. SEE REF. 10 FOR WELDING INFORMATION. SEE REF. 10 FOR WELDING INFORMATION. 9. TOWKNEE DESIGN LOAD IS 63,171 LB PER PAIR OF TOWKNEES.TOWKNEE DESIGN LOAD IS 63,171 LB PER PAIR OF TOWKNEES.

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ELEVATION 15-B 11'-2" OCL STBD SIDE SHOWN, LKG INBD PORT SIM/OPP

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12" PL TOWKNEE SIDE PL (STIFFENERS ON SAME SIDE AS PL THROW)

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MAIN DECK @ FP 11' ABL

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SEE DETAIL 15-A

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BASELINE

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12" PL, NT BHD (STIFFENERS ON SAME SIDE AS PL THROW)

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BASELINE

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ELEVATION 12-B 12'-7" OCL STBD TOWKNEE SHOWN, LKG INBD PORT SIM/OPP

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NT BHD STRUCT. SIM/OPP TO ELEVATION 15-B (NEAR SIDE STIFFENERS OMITTED)

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ANGLED BHD

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SECTION 24-C FP (FR 0) SHOWN, LKG FWD STBD TOWKNEE SHOWN, PORT SIM/OPP

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PLAN 18-C TOWKNEE TOP STBD TOWKNEE SHOWN, PORT SIM/OPP

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14' OCL [REF.]

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11'-5" OCL

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Sheets and Views

884-B410-02 R2 Towknees-SHT 1

884-B410-02 R2 Towknees-SHT 2

884-B410-02 R2 Towknees-SHT 3

884-B410-02 R2 Towknees-SHT 4

File details come from the government source that posted it. Updated Aug 2, 2023.