871-B410-01 Fendering Details.pdf

PDF 47 KB Posted

Attached to
Excavator Barge Federal contract opportunity
Solicitation number
W912BU-23-B-0024
Issued by
Department of the Army Corps of Engineers Engineering District Philadeplhia

About this file

This document package contains technical drawings and specifications for fendering details on an excavator barge, along with information on a related federal contract opportunity. The technical drawings show profiles, details, notes and references for attaching fendering plates to the hull shell plating of the barge. The federal contract opportunity is a solicitation from the U.S. Army Corps of Engineers Philadelphia District for an excavator barge. The solicitation number is W912BU-23-B-0024 and responses are due through the listed opportunity. The technical drawings provide requirements for constructing the barge that is the subject of this federal procurement.

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Text version

STARBOARD PROFILE 4-E

DETAIL 4-A

FENDER PLATE PROFILE

SCALE: 3" = 1'-0"

1/2" x1/2" SNIPE

TYP.

DETAIL 7-B

TYPICAL ATTACHMENT OF FENDERING TO HULL SHELL PLATING

LOOKING INBOARD/OUTBOARD OR FWD/AFT

SCALE: 1 1/2" = 1'-0"

WELD TO EXTERIOR

OF SHELL PLATING

FLAT PL

CURVED PL

TANGENT BEND

DETAIL 5-B

TYPICAL CORNER FENDER ATTACHMENT

LOOKING DOWN

SCALE: 3/4" = 1'-0"

R12

TANGENT BEND

BEVELED EDGE

1/4

SEAL WELD

TYP.

12"x 1" A36 PLT

HULL SHELL PL

REF 3

MAIN DECK PL

BOW END 3-D

GENERAL NOTES

1. ALL WELDING, MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH USCG & ABS RULES FOR BUILDING AND CLASSING STEEL

VESSELS FOR SERVICE ON RIVERS AND INTRACOASTAL WATERWAYS, LATEST EDITION. THIS VESSEL IS TO BE ABS CLASSED FOR "MALTESE CROSS A1, BARGE, RIVERS & INTRA-COASTAL WATERWAYS SERVICE" WITH "REINFORCEMENT B" NOTATION.

ALL FIT-UPS & WELDING SHALL BE TO THE SATISFACTION OF THE SURVEYOR.

2. ADDITIONAL WELDING INFORMATION SHOWN ON CONTRACT DRAWING #871-B301-01.

3. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH ABS "GUIDE FOR SHIPBUILDING AND REPAIR QUALITY

STANDARD FOR HULL STRUCTURE DURING CONSTRUCTION".

4. ALL PLUG WELDS SHALL BE FILLED COMPLETELY WITH WELD AND GROUND FLUSH.

REF.

871-B309-01 TRANSVERSE STRUCTURE

871-B307-01 SHELL PLATING

871-B301-01 WELDING SCHEDULE

DWG. NO. TITLE

REFERENCES

12"x 1" A36 PLT

12"x 1" A36 PLT

TA

N G E N T

STERN END 3-C

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