473-D315-04 Deck House Structural Wall Sections.pdf

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Attached to
Dry Dock services for the Derrickboat 65 Federal contract opportunity
Solicitation number
W9123721Q0020
Issued by
Department of the Army Corps of Engineers Engineering District Huntington

About this file

This document contains structural wall section drawings and specifications for repair work on the Derrickboat 65 vessel. The drawings show wall sections, frames, cutouts, and structural details for the deck house. The repair work includes sandblasting and painting the entire exterior hull below the main deck, repairing rusted and damaged metal, prepping and painting exterior decks and deckhouse. External doors and deck hatches will be replaced and grid coolers removed and replaced. Ballast tanks will also be inspected to document their condition. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Huntington for dry dock services including the specified repair work to the Derrickboat 65 vessel.

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Text version

(NABRICO NO. 23)

WALL SECTIONS

DECK HOUSE: STRUCTURAL

CEORP FLOATING CRANE

015974042DERRICKBOAT 65473C-7155

9-4-92

S&A

8-3-92

S&A C-7155

L a

R

L b

L c

2'-3"2'-3"2'-3"2'-3" 2'-3"2'-3"2'-3"2'-3"

8'-3" (SLOPE)19'-6" (FLAT)8'-3" (SLOPE)

36'-0" IS/IS WALL PLATES

LOOKING FWD

TYP

DETAIL "1"

TYPICAL 5 PLACES

9'-0" 9'-0"

6" 8'-6" 8'-6" 6"

18'-0"

A

A

B

B 1'-9" 6"

6"

T A

N G

E N

T

L

IN

E

SECTION "A-A" AS SHOWN

SECTION "B-B" OPP HAND

8 SPACES @ 2'-3" = 18'-0"

1-PL pa L

1'-10" 6"6" 5'-7"

T A

N G

E

E

T A

N G

E

E

TRANSV SECTION @ FRAME 45

LOOKING FWD

C U

T

O U

T

C U

T

O U

T

13'-6"

5 SPACES @ 2'-3" = 11'-3"

3'-1"

5 SPACES @ 2'-3" = 11'-3"

13'-6"

2'- 3"

2'- 2" 2'

2"

2' 3"

3'-1"

4'-6" 4'-6"

1-PL pd L

36'-0" IS/IS WALL PLATES

8'-3" (SLOPE) 19'-6" (FLAT) 8'-3" (SLOPE)

C BARGEL

L d

L

L

L

1-L ah L 1-L ag L

L k

LOOKING STBD

LONG'L SECTION @ 14'-9" STBD OF CENTERLINE

L a m

L a m

L a m

15'-0"

2'-6" 2'-6" 2'-6" 2'-6" 2'-6" 2'-6"

L a m

L

L b

L

TRANSV SECTION @ 4'-3" AFT OF FRAME 52.5

LOOKING AFT

12'-6"

4'-3" 8'-3" (SLOPE)

1'-3" 4 SPACES @ 2'-3" = 9'-0" 2'-3"

4. FOR WALL SECTIONS NOT SHOWN, WORK THIS

NOTES:

1. FOR LOCATIONS OF ROOF AND WALL SPLICES,

(BEND)

(BEND)

a

(ROLL)

(ROLL)

3'-3"

1-PL pf

LONG'L BHD 7'-6" OFF CENTERLINE P/S

C U

T

O U

T

B E

D

E

L

TRANSV BHD @ FRM 50 (STBD) LONG'L BHD 9'-0" OFF CENTERLINE (PORT)

FRM

FRM

3'-3"

(BEND)

3'-3"

2'-3"

LOOKING AFT LOOKING PORT

TRANSV SECTION @ 3'-3" FWD OF FRAME 37.5

(ROLL)

L f

X

WORK THIS DWG WITH REF. 1.

FOR CRANE FDN, SEE REF. 2.2.

DWG WITH REF. 3.

473-D315-03 0

473-D315-04 0

NO.

REFERENCES

DRAWING TITLE DRAWING NUMBER

DECK HOUSE: 473-D330-02

473-D330-01

473-D315-03

CRANE FOUNDATION

DECK HOUSE STRUCT. WALL SECTIONS

2 1345678

8 7 6 5 4 3 1

B

A

D

C

A

B

C

D

REVISIONS

DESCRIPTIONREVZONE

DWG. NO. REVSH

DEPARTMENT OF THE ARMY

MARINE DESIGN CENTER

CORPS OF ENGINEERS

NASHVILLE BRIDGE COMPANY

SIZE

D

SCALE SHEET

PROJ. NO. DWG. NO. REV

CONTRACT DR. BY CHK'D BY

CONTRACT

NABRICO MDC

HULL

SHOP REQN

HULL ORDER

NABRICO

NO. NO.NAME

BILL

APPROVEDDATE

APPROVED BY ABS LETTER

DATED 10-28-92

DATED 11-2-92

APPROVED BY USACE LETTER

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