TJ-611-6634891F DECK FITTINGS ARRANGEMENT DETAILS.pdf

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Drawings and Reference Materials for RFP 1305M225R0034 - NOAA Ship Thomas Jefferson FY26 Dockside Repair Services.
Solicitation number
1305M225R0034
Issued by

About this file

Written by GovTribe AI ·

This is a detailed engineering drawing for the deck fittings arrangement of the NOAA Ship Thomas Jefferson, specifically document TJ-611-6634891F. The technical drawing provides comprehensive structural and design details for various deck components, including Panama chocks, mooring rings, bitts, and other marine hardware. The document includes multiple sheets with precise elevations, sections, and plan views, detailing the specifications of steel plates, flatbars, pipes, and cast steel components used in the vessel's deck fitting configuration. The parts list indicates specific materials like A-36 steel, stainless steel chain, and cast steel chocks from manufacturers like ATCO Marine, with detailed dimensions and quantities for each component.

The drawing is associated with a federal contract opportunity (Solicitation Number 1305M225R0034) for NOAA Ship Thomas Jefferson FY26 Dockside Repair Services, issued by the Department of Commerce's National Oceanic and Atmospheric Administration. The technical drawing serves as a critical reference document for potential contractors bidding on the dockside repair services, providing exacting technical specifications for the vessel's deck infrastructure and helping contractors understand the precise structural details required for maintenance and potential modifications.

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469 8 7 3

REVISION STATUS

5 2

REV

SHT

A

D

C

B

A

C

B

D

VESSEL

TITLE

nor used to the detriment of said firm they will not be copied in any manner, without written permission. The recipient used for manufacture, sold, transferred, for which this drawing was issued.

contents hereof to any other parties further agrees not to disclose these except for those specific purposes

This drawing, with an expressed understanding that design concept and specifications are furnished on a confidential basis are the property of and

APPROVED BY

HULL NO

CHECKED BY

DRAWN BY

SHEET OF

NOAA

REVNOAA DRAWING NUMBERSIZE SWBS

SCALE:

CAD FILENAME:

DATE

ABS APPROVAL BY

DATE

USCG APPROVAL BY

DATE

DATE

DATE

12345678

12345678

DATE

DESCRIPTION

REVISIONS

ZONE APPROVEDITEMREV

REFERENCES

NO.

TITLE DRAWING NO.

DRAWING INDEX

DESCRIPTIONSH

1 STRL MOD ASSY NO 6 101-6634865

1 ALL REDRAW OF HISTORICAL DRAWING FOR PREVIOUS

REVISION DATA SEE THOMAS JEFFERSON DRAWING

6634891 REV E

NSL 10/20/20

1 TITLE SHEET

2 STRL MOD ASSY NO 7 101-6634866

3 STRL MOD ASSY NO 8 101-6634867

4 STRL MOD ASSY NO 11 101-6334870

5 BULWARK & MISC DETAILS 151-6634890

6 ANCHOR HANDLING DETAILS 581-6334884

7 STRL STDS 101-6334906

2 BITT ARRANGEMENT & DETAILS

3 CHOCKS & MOORING RING DETAILS

4 PANAMA CANAL CHOCK DETAILS

FFFF

PARTS LIST

ITEM

NO.

QTY SIZE DESCRIPTION MATERIAL SPEC NO. PART NO. REMARKS

UNIT

WT LBS

5-P 15 SQ FT

PLATE 12.8# (5/16")

STEEL A-36 12.8

8-P 177

20.4# (1/2")

20.4

12-P 159

30.6# (3/4")

SEE REF 7 NOTE 22 30.6

6-P 35

15.3# (3/8")

15.3

8-B 16 LF FLATBAR 6"X3/8" STEEL A-36 15.3

5-B 60 LF 4"X5/16" 4.2

6 A/R 3/16" STAINLESS STEEL CHAIN SST GRADE 30

28 60 LF PIPE 12" EXTRA STRONG STEEL ASTM A-53 GR. B 65.42

500 2 12

"X10" PANAMA CHOCK CAST STEEL 1017 ATCO MARINE OR EQUAL

501 9 12"X10" PANAMA CHOCK CAST STEEL 1004 ATCO MARINE OR EQUAL

SHT 4 ADDITION OF STERN CHOCK DETAILS PER TJ-582-002

8 NEW TRANSOM MOORING CHOCK INSTALLATION TJ-582-002

16-C ADDITION OF STERN CHOCK PER REFERENCE 8

2-B ADDED REFERENCE 82

F

AutoCAD SHX Text GENERAL NOTES: 1. FOR DETAILS NOT SHOWN SEE REF 7. FOR DETAILS NOT SHOWN SEE REF 7. 2. BITTS SHALL BE SIZED TO USE HAWSERS ONE SIZE LARGER THAN ABS BITTS SHALL BE SIZED TO USE HAWSERS ONE SIZE LARGER THAN ABS RECOMMENDATIONS. 3. BITTS ARE TO BE IAW ASTM F915-85 OR ASTM F938-85. BITTS ARE TO BE IAW ASTM F915-85 OR ASTM F938-85. 4. BELAYING SURFACES OF BITTS & CHOCKS SHALL HAVE A ROUGHNESS BELAYING SURFACES OF BITTS & CHOCKS SHALL HAVE A ROUGHNESS OF 125 MICRO-INCHES OR LESS. 5. NEW FITTINGS SHALL MEET REQUIREMENTS OF THE PANAMA CANAL NEW FITTINGS SHALL MEET REQUIREMENTS OF THE PANAMA CANAL REGULATIONS. 6. ALL SNIPES TO BE 1"X45 UNLESS NOTED OTHERWISE.ALL SNIPES TO BE 1"X45° UNLESS NOTED OTHERWISE.

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DWG:6634891 REV:6634891 REV: REV:

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THOMAS JEFFERSON

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DECK FITTINGS

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ARRANGEMENT

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& DETAILS

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AS SHOWN

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20 10 0515 B D F95 85 758090

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AS SHOWN

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CL VESSEL

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PORT SIDE LOOKING OUTBOARD

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

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MAIN DECK

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STBD SIDE LOOKING INBOARD

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FOCSLE DECK

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STBD SIDE LOOKING INBOARD

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FR 93

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FR 85

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DET 18C

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SIM DET 18C

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DET 20A

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CL VESSEL

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FR 13

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HATCH

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HATCH

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TAPER 1:3 (TYP)

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SEE REF 6

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SEE REF 5

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DET 18C

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AS SHOWN

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PORT SHOWN STBD SIM & OPP

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PORT SHOWN STBD SIM & OPP

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SEE REF 5

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14 " DIA PL W/ 34" DIA PL W/ 12" RAD EDGE

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SEE REF 3

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PORT SHOWN STBD SIM & OPP

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

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DET 6-B REF 7

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1"X1" SNIPE (TYP)

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PORT SHOWN STBD SIM

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PORT SHOWN STBD SIM & OPP

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

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DOUBLER PLATE 2"X8" W/1" RAD END

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3" FLG-SNIPE 45° @ ENDS

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BULWARK BKT REF 5

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BULWARK CAP REF 5

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SNIPE TO CLEAR SHELL FLG

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24" ABV DK AT CENTER OF CHOCK

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CL VESSEL

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CL PANAMA CHOCK

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PORT SHOWN STBD SIM & OPP

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SNIPE TO CLEAR SHELL FLG

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PORT SHOWN STBD SIM & OPP

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

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FOCSLE DK

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BULWARK PL REF 5

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PARALLEL TO BULWARK

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STBD SHOWN PORT SIM & OPP

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SEE REF 3

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STBD SHOWN PORT SIM & OPP

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STBD SHOWN PORT SIM & OPP

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R1" (TYP)

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SEE REF 5

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R15" (TYP)

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ELEVATION 29A

28B26B

DETAIL 25B

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SHELL

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PORT SHOWN STBD SIM & OPP

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PORT SHOWN STBD SIM & OPP

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MAIN DECK AT TRANSOM, LKG FWD

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BULWARK PL SEE REF 5

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SEE DETAIL 25B

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NEW BRACKETS (P/S) TO LINE UP WITH DECK LONGITUDINALS BELOW

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MAIN DECK

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BRACKET P/S

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3" RAD

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MAIN DECK

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516" PL W/3" FLG

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(FAR SIDE)

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BRACKETS 18" TO STBD OF CL (PORT SIM.)

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SCALE: 1/2 IN = 1 FT

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1" RAD

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TRANSOM

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MAIN DECK

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SUPPORT BRACKETS ON CL

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

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MOORING CHOCK

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FLANGED CHOCK

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(FAR SIDE)

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CHOCK

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Sheets and Views
TJ-611-6634891-SHEET 1-COVER
TJ-611-6634891-SHEET 2
TJ-611-6634891-SHEET 3
TJ-611-6634891-SHEET 4

File details come from the government source that posted it. Updated .