866-B307-03 Rev 5 RAKE STRUCTURE.pdf
PDF 1 MB Posted
- Attached to
- New Crane Barge Federal contract opportunity
- Solicitation number
- W912BU22B0018
About this file
This document contains an invitation for bid for the procurement of a new crane barge for the U.S. Army Corps of Engineers. The Corps is soliciting bids to fabricate and deliver a 150-foot by 50-foot crane barge with a molded depth of 10 feet and design waterline of 5 feet. The barge must be built and classed by the American Bureau of Shipping as a Maltese Cross A-1 Steel Barge for Great Lakes Service with intact stability satisfying specified regulations. Delivery of the completed barge is required at the St. Mary's Falls Canal in Sault Sainte Marie, Michigan, with liquidated damages associated with the procurement and requirements for bid guarantee, payment and performance bonding. Bids must be submitted electronically to the specified Corps contact by August 29th at 10:00am EDT.
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Text version
5/3/22
WORK IN PROGRESS
FOR REVIEW ONLY
PRELIMINARY
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SHEET:
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MDC PROJECT
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DRAWN BY:
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DEPARTMENT OF THE ARMY
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MARINE DESIGN CENTER
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CORPS OF ENGINEERS
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AutoCAD SHX Text TAI ENGINEERS, LLC 2021 LAKESHORE DRIVE, SUITE 414 NEW ORLEANS, LA 70122 WWW.TAIENGINEERS.COM
AutoCAD SHX Text MDC HULL No: 866
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CONTRACT:
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TAI: 1240 DWG:
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CHECKED BY:
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DESCRIPTION
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APPROVED
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CELRE CRANE BARGE HARVEY REPLACEMENT
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RAKE STRUCTURE
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NOTED
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W912BU-17-D-0001
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AutoCAD SHX Text GENERAL NOTES: 1. STRUCTURE SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES (2020). STRUCTURE SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING STEEL BARGES (2020). 2. ICE BELT SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING MARINE VESSELS (2020). ICE BELT SCANTLINGS ARE CALCULATED IN ACCORDANCE WITH ABS RULES FOR BUILDING AND CLASSING MARINE VESSELS (2020). 3. ALL WELDING, MATERIALS AND WORKMANSHIP INCLUDING FIT UP, WELDING PREPARATION AND PROCESS, TESTING AND INSPECTION ALL WELDING, MATERIALS AND WORKMANSHIP INCLUDING FIT UP, WELDING PREPARATION AND PROCESS, TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH "ABS RULES FOR BUILDING AND CLASSING STEEL VESSEL". "FILLET WELDS OF ALL TRANSVERSE ABS RULES FOR BUILDING AND CLASSING STEEL VESSEL". "FILLET WELDS OF ALL TRANSVERSE WEBS AND GIRDERS IN THE BOTTOM SHELL IN THE RAKE SHALL BE DOUBLE CONTINUOUS WELDS." 4. FOR ALL STRUCTURE, USE CLASS APPROVED ABS GRADE A WITH A MINIMUM YIELD STRENGTH OF 34ksi OR BETTER UNLESS NOTED FOR ALL STRUCTURE, USE CLASS APPROVED ABS GRADE A WITH A MINIMUM YIELD STRENGTH OF 34ksi OR BETTER UNLESS NOTED OTHERWISE. BARGE OPERATING TEMPERATURE RANGE FROM -30 TO 105 DEGREES FAHRENHEIT. 5. WHEN BEAMS, STIFFENERS, FRAMES ETC. PASS THROUGH SLOTTED GIRDERS, FRAMES, OR STRINGERS THERE IS TO BE A PAIR OF WHEN BEAMS, STIFFENERS, FRAMES ETC. PASS THROUGH SLOTTED GIRDERS, FRAMES, OR STRINGERS THERE IS TO BE A PAIR OF MATCHING INTERMITTENT WELDS ON EACH SIDE OF SUCH INTERSECTION AND THE BEAMS, STIFFENERS AND FRAMES ARE TO BE EFFICIENTLY ATTACHED TO THE GIRDERS, FRAMES OR STRINGERS. 6. UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS 10% OF THEIR LENGTH AT EACH END. UNBRACKETED SHELL AND BULKHEAD STIFFENERS ARE TO HAVE DOUBLE CONTINUOUS WELDS 10% OF THEIR LENGTH AT EACH END. 7. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH NO. 47 OF IACS STANDARDS. ALIGNMENT OF STRUCTURAL MEMBERS SHALL BE IN ACCORDANCE WITH NO. 47 OF IACS STANDARDS. 8. ALL TANKS AND VOIDS SHALL BE LIMBERED AT THE SIDES AND BOTTOM FOR DRAINAGE AND AT THE TOP FOR VENTING, 1" RADIUS, ALL TANKS AND VOIDS SHALL BE LIMBERED AT THE SIDES AND BOTTOM FOR DRAINAGE AND AT THE TOP FOR VENTING, 1" RADIUS, SEMICIRCULAR U.O.S. 9. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED. DIMENSIONS ARE TO THE MOLDED LINE UNLESS OTHERWISE NOTED. 10. INSERT PLATES SHALL BE PROVIDED WITH A SUITABLE TRANSITION TAPER (3:1) TO THE ATTENDING SURVEYOR'S SATISFACTION. INSERT PLATES SHALL BE PROVIDED WITH A SUITABLE TRANSITION TAPER (3:1) TO THE ATTENDING SURVEYOR'S SATISFACTION. 11. OVERLAPPED SEAMS OF DECK PLATING AND SHELL PLATING SHALL HAVE CONTINUOUS FILLET WELDS ALONG BOTH THEIR EXTERIOR OVERLAPPED SEAMS OF DECK PLATING AND SHELL PLATING SHALL HAVE CONTINUOUS FILLET WELDS ALONG BOTH THEIR EXTERIOR EDGES.
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5'-0" FRAME SPACE
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6'-0" FRAME SPACE
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SEE REFERENCE #6
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SEE REFERENCE #6
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KEY PLAN MAIN DECK SCALE: 3/16"=1'-0"
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1000 PSF DECK LOADING AREA
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9700 PSF I.W.O. CRAWLER CRANE (GBP ON OF TIMBER MAT)
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REFERENCES
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NO
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DWG NO
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GENERAL ARRANGEMENT
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DECK AND BOTTOM PLATING
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LONGITUDINAL STRUCTURE
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TRANSVERSE STRUCTURE
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SHELL PLATING
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SPUD WELL STRUCTURAL ARRANGEMENT
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MAIN DECK
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8" SCH 80 PIPE
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1/2" PL BRKT W/ 4" FLG TYP
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1. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 8TH APRIL, 2021.
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1. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 25TH AUG, 2021.
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1. DRAWING UPDATED PER MDC COMMENTS. LETTER DATED 2ND Nov, 2021.
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AutoCAD SHX Text PRINCIPAL PARTICULARS LENGTH OF HULL, MOLDED 150'-0" BEAM, MOLDED 50'-0" DEPTH MOLDED (AT SIDES) 10'-0" (AT SIDES) 10'-0" DEPTH MOLDED (AT CENTERLINE) 10'-4" 10'-4" DESIGN WATER LINE 5'-6" 5'-6" CAMBER 4" 4" FRAME SPACING FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 0 TO 3 = 5'-0" FR. 3 TO 23 = 6'-0" FR. 3 TO 23 = 6'-0" FR. 23 TO 26 = 5'-0" FR. 23 TO 26 = 5'-0" CLASS NOTATION ABS "+A1, STEEL BARGE, GREAT LAKES SERVICE"
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1. DRAWING UPDATED PER ABS COMMENTS. LETTER DATED 24TH MAR, 2022 AND ENGINEERING DEVELOPMENTS
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CONTRACT:
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TAI: 1240 DWG:
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W912BU-17-D-0001
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TYPICAL STIFFENER SNIPE REF SHEET-4
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9'-0" OCL
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S-18
AutoCAD SHX Text
W912BU-17-D-0001
AutoCAD SHX Text 09-28-20
AutoCAD SHX Text
VR
AutoCAD SHX Text
AutoCAD SHX Text
NOTED
AutoCAD SHX Text
AutoCAD SHX Text B307-03
AutoCAD SHX Text
AutoCAD SHX Text SECTION 3-21A FRAME 1 + 2'-6" (I.W.O. BOW RAKE), LOOKING FWD BOW RAKE ICE BELT INTERMEDIATE SECTIONS SIMILAR SCALE: 1/2"=1'-0"
AutoCAD SHX Text
SECTION 3-17A TYPICAL TRIPPING BRACKET DETAIL SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
1/2" CHAMFER (45°)
AutoCAD SHX Text
DETAIL 3-17B SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text
DETAIL 3-17D SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text
BOTTOM SHELL 5/8" PL
BHD 3/8" PL
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text 16"x4"x5/8" FP
AutoCAD SHX Text
BASELINE
AutoCAD SHX Text
7'-6" ABL
AutoCAD SHX Text
2'-7" ABL
AutoCAD SHX Text 16"x4"x5/8" FP
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text
1/2" PL BRKT W/ 4" FLG TYP
AutoCAD SHX Text 13"x4"x1/2" FP
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
8" SCH 80 PIPE
AutoCAD SHX Text
8" SCH 80 PIPE
AutoCAD SHX Text
1/2" PL W/ 4" FLG
AutoCAD SHX Text SECTION 3-21C FRAME 1, LOOKING FWD DECK LONG'L L5"x3"x3/8" BTM LONG'L L5"x3"x3/8 SIDE LONG'L L4"x3"x3/8" FR 2 SIMILAR SCALE: 1/2"=1'-0"
AutoCAD SHX Text
ONLY AT FR 1 (P&S)
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text
8" SCH 80 PIPE
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text
BASELINE
AutoCAD SHX Text
2'-7" ABL
AutoCAD SHX Text
10"X4"X3/8" FP
AutoCAD SHX Text
10"X4"X3/8" FP
AutoCAD SHX Text
10"X4"X3/8" FP
AutoCAD SHX Text
16"X4"X3/8" FP
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text
7'-6" ABL
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
16"X4"X3/8" FP
AutoCAD SHX Text
BOTTOM SHELL 5/8" PL
AutoCAD SHX Text 17A
AutoCAD SHX Text
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text L6"x6"x1/2"
AutoCAD SHX Text L6"x6"x1/2"
AutoCAD SHX Text
3/8" PL W/4" FLG
AutoCAD SHX Text L4"x3"x3/8"
AutoCAD SHX Text
DETAIL 3-17C SCALE: 3"=1'-0"3"=1'-0"
AutoCAD SHX Text
SEE DETAIL 3-17C TYP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
1/2" PL W/ 4" FLG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 16"x4"x3/8" FP
AutoCAD SHX Text 16"x4"x3/8" FP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
FOR REVIEW ONLY
PRELIMINARY
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
DATE:
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DRAWN BY:
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MDC PROJECT
AutoCAD SHX Text
SIZE
AutoCAD SHX Text D
AutoCAD SHX Text
DRAWING NUMBER
AutoCAD SHX Text
REV.
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text
CONTRACT:
AutoCAD SHX Text 866-
AutoCAD SHX Text
TAI: 1240 DWG:
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text S-18
AutoCAD SHX Text
W912BU-17-D-0001
AutoCAD SHX Text 09-28-20
AutoCAD SHX Text
VR
AutoCAD SHX Text
AutoCAD SHX Text
NOTED
AutoCAD SHX Text
AutoCAD SHX Text B307-03
AutoCAD SHX Text
AutoCAD SHX Text SECTION 4-29A FRAME 25 LOOKING FWD DECK LONG'L L5"x3"x3/8" BTM LONG'L L5"x3"x3/8" FR 24 SIMILAR SCALE: 1/2"=1'-0"
AutoCAD SHX Text
BOTTOM SHELL 5/8" PL
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text BHD LONGL. L4"x3"x3/8" SPACING 24"
AutoCAD SHX Text 16"x4"x3/8" FP
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text
BASELINE
AutoCAD SHX Text
7'-6" ABL
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text 15"x4"x3/8" FP
AutoCAD SHX Text 16"x4"x3/8" FP
AutoCAD SHX Text 16"x4"x3/8" FP
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text BHD LONGL. L4"x3"x3/8" SPACING 24"
AutoCAD SHX Text
1/2" PL BRKT W/ 4" FLG TYP
AutoCAD SHX Text 13"x4"x1/2" FP
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
1/2" PL BRKT W/ 4" FLG TYP
AutoCAD SHX Text
2'-7" ABL
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
BOTTOM SHELL 5/8" PL
AutoCAD SHX Text
16"X4"X3/8" FP
AutoCAD SHX Text
10"X4"X3/8" FP TYP
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text
10"X4"X3/8" FP
AutoCAD SHX Text 16"x6"x1/2" FP
AutoCAD SHX Text
7'-6" ABL
AutoCAD SHX Text
2'-7" ABL
AutoCAD SHX Text BHD LONGL. L4"x3"x3/8" SPACING 10"
AutoCAD SHX Text BHD LONGL. L4"x3"x3/8" SPACING 10"
BASELINE
AutoCAD SHX Text
MAIN DECK
AutoCAD SHX Text SECTION 4-29C FRAME 24 + 2'-6" (I.W.O. STERN RAKE), LOOKING FWD DECK LONG'L L5"x3"x3/8" BTM LONG'L L5"x3"x3/8 STERN RAKE INTERMEDIATE SECTIONS SIMILAR SCALE: 1/2"=1'-0"
AutoCAD SHX Text
BHD 3/8" PL
AutoCAD SHX Text
DETAIL 4-25D SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
3/8" PL BRKT
AutoCAD SHX Text
DETAIL 4-25C SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
SEE DETAIL 4-25D
AutoCAD SHX Text
SEE DETAIL 4-25C
AutoCAD SHX Text
BHD
AutoCAD SHX Text
FLG WEB
AutoCAD SHX Text
3/8" PL BRKT
AutoCAD SHX Text
DETAIL 4-25B SCALE: 1 1/2"=1'-0"1 1/2"=1'-0"
AutoCAD SHX Text
SEE BRKT DETAIL 4-25B
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
3/8" PL W/ 4" FLG
AutoCAD SHX Text
1/2" PL W/ 6" FLG
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL STIFFENER SNIPE DETAIL SCALE: 6"=1'-0"6"=1'-0"
AutoCAD SHX Text
STIFFENER/GIRDER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
| Sheets and Views |
| TAI-SHT1 |
| 02 |
| Sheets and Views |
| TAI-SHT2 |
| 03 |
| Sheets and Views |
| TAI-SHT3 |
| 04 |
| Sheets and Views |
| TAI-SHT4 |
File details come from the government source that posted it. Updated .