473-D315-03 Deck House Structural Plans and Elevations.pdf
PDF 174 KB Posted
- Attached to
- Dry Dock services for the Derrickboat 65 Federal contract opportunity
- Solicitation number
- W9123721Q0020
About this file
This document contains structural plans and elevations for the deck house of Derrickboat 65, as well as details of a related federal contract opportunity for dry dock services for the vessel. The solicitation seeks bids for sandblasting and painting the vessel's exterior hull, decks, and deckhouse. Additional work includes replacing external doors and hatches, removing and replacing grid coolers, and inspecting ballast tanks. The contracting agency is the Department of the Army Corps of Engineers Engineering District Huntington. The solicitation and award information, such as the solicitation number, response deadline, or incumbent, are not provided. The structural plans provide specifications for the deck house including dimensions, material types, and other construction details.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 473-D215-01 General Arrangement of Hold.pdf | ||
| 473-D640-02 Keel Cooler Arrangement and Details.pdf | ||
| 473-D315-02 Deck House Plans and Elevations.pdf | ||
| 473-D315-04 Deck House Structural Wall Sections.pdf | ||
| 473-D215-02 General Arrangement of Main Deck.pdf | ||
| 473-D170-01 Docking Plan.pdf | ||
| KS-20005 Single Door-Weathertight.pdf | ||
| 473-D460-01 Hull Markings.pdf | ||
| KS-20001-A Single Door Weathertight No Sill.pdf | ||
| 473-D245-02 Arrangement of Upper Machinery Room.pdf | ||
| 473-D245-01 Arrangement of Generator Rooms.pdf | ||
| II-K-2 Engine Cooling Schematic.pdf | ||
| Solicitation.pdf |
Show all 13
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Text version
25'-9" (IS/IS WALL PLATING)
3'-3" 7'-6" 2'-3" 2'-9" 10'-0"
2'-10" 8'-6"
2'-6" 2'-6" 2'-6" 2'-2" 2'-6" 2'-6"1'-4"
C U
T
O U
T
C U
T
O U
T
C U
T
O U
T
B H
D
B H
D
B H
D
T A
N G
E N
T
L
IN
E
2'-6"
LONG'L SECTION @ 18'-0" STBD OF CENTERLINE
LOOKING STBD
C U
T
O U
T
LOOKING PORT
LONG'L SECTION @ 18'-0" PORT OF CENTERLINE
B H
D
B H
D
2'-6" 2'-6" 2'-6"
2'-3" 7'-6" 3'-3"
25'-9" (IS/IS WALL PLATING)
9'-6"3'-3"
10'-0"7'-6"
C U
T
O U
T
C U
T
O U
T
C U
T
O U
T
TRANSV SECTION @ FRAME 37.5
LOOKING FWD
36'-0" IS/IS WALL PLATES
8'-3" (SLOPE) 19'-6" (FLAT) 8'-3" (SLOPE)
10'-9" 7'-3" 7'-3" 10'-9"
8'-3" (SLOPE)19'-6" (FLAT)8'-3" (SLOPE)
36'-0" IS/IS WALL PLATES
LOOKING AFT
TRANSV SECTION @ FRAME 60
C U
T
O U
T
C U
T
O U
T
C U
T
O U
T
4'-6" 4'-6"
2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"2'-3" 2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"2'-3"
5'-6" 5'-6"
B H
D
B H
D
2'-0"
2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3"2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3" 2'-3"
O
R
F
P
A T
E
S
A C
E
A C
E
1'-0" 15'-0" 10'-9"
7'-6" 7'-6" 5'-4" 3'-0"
4'-3"4'-3"
ROOF FRAMING PLAN
(SHOWN IN FLIPPED CONDITION)
WORK THIS DWG WITH REF 2.
1. FOR LOCATIONS OF ROOF AND WALL SPLICES,
NOTES:
2. FOR CRANE FDN, SEE REF 1.
1-L ac L
1-L af
1-L ag L
L a h
1-L ak R
1-L am L
1-L am R
1-L am L
1-PL pa L
1-L ap x 14'-9"
1-L ap
1-L ap
1-L ap
1-L ap
1-L ap
1-L ap
1-L ap
1-L ap
1-L ap
1-PL pb
P L p c
1-L at x 3'-3"
1-L at
1-L av R
1-L av R
1-L av
1-L av
1-L av pd R (4" FLG)
1-PL pd L
1-L ay
1-PL pf
1-PL pf
(CUT TO SUIT)
(38-REQ'D)
A A
SECTION "A-A"
(ROLL TO 8'-4" I.D.)
B B
TYPICAL 3 PLACES
SECTION "C-C"
1'-0"
BAR bc
BAR ba
(Z - REQ'D)
C
C
4. FOR WALL SECTIONS NOT SHOWN, WORK THIS
DWG WITH REF 3.
pk (4" FLG)
SECTION "B-B"
7'-6"6" 2'-9"
2'-9" 6"7'-6"
L n x
L q
L
L
L
L
L
L n
L
1-L aab L
L a d
L a
L a
L r
L a f
L a g
L a
1-L aaq x 4'-6"
1-L aaq x 4'-6"
1-L aak
1-L aam
L a
L a f
L a
L a
L a
L a
L a
L a
L a
L a
1-L aak R 1-L aak L 1-L aak L
1-L aas x 3'-6"1-L aat x 4'-11" 1-L aav x 2'-3"
(8 REQ'D)
L
L
L
L
L 1
L
C U
T
O U
T
T
Y P
SIM SECT "C-C" FOR
CUT-OUT
TYP
TYP
TYPTYP
OPN'G
D D
SECTION "D-D"
SCALE: 1" = 1'-0"
3'-0"
PL pad
(3" FLG)
PL pf
APPROVED BY ABS LETTER OF 10/28/92
(4" FLG)
(4" FLG)
8'- 4" I.D.
SEE 473-C410-01 (SHT 2) FOR
LAP BAR LOCATION & DETAILS.
MODIFY ANGLES AS REQ'D BY
INTERFERENCE (TYP P & S)
(4" FLG)
F R
M
F R
M
.5
F R
M
F R
M
.5
F R
M
6" 6"
E
E
(SIM)
E
E
2'-0"
OPN'G
1-L aw L
G G
6" RAD
SCALE: 1" = 1'-0"
SECTION "H-H" OPP HAND
HH
SECTION "G-G" AS SHOWN
GGHH
10'-0"
(ROLL)
(ROLL)
(ROLL)
SECTION "E-E"
1'-6"2'-3"
HOUSE SIDE PL
HOUSE SIDE PL
TRSV BHD TRSV BHD
(BEND)
(TRIM TO MATCH DECK CAMBER)
PL pac
CONT
APPROVED BY USACE LETTER OF 11/20/92
NASHVILLE BRIDGE COMPANY
1 OF 11/4"=1'-0" & AS NOTED
CEORP FLOATING CRANE
D 0473-D315-03
CHK'D BYDR. BYCONTRACT
REVDWG. NO.PROJ. NO.
SHEETSCALE
SIZE
CORPS OF ENGINEERS
MARINE DESIGN CENTER
DEPARTMENT OF THE ARMY
S&A
8-3-92
S&A
9-4-92
01597DERRICKBOAT 65C-7155 473 4042
BILL
NAME NO.NO.
NABRICO
ORDERHULL
REQNSHOP
HULL
MDCNABRICO
CONTRACT
01473-D315-03
APPROVEDDATE
SH REVDWG. NO.
ZONE REV DESCRIPTION
REVISIONS
D
C
B
A
C
D
A
B
1345678
8 7 6 5 4 3 12
DECK HOUSE: STRUCTURAL
PLANS & ELEVATIONS
(NABRICO NO. 22)
REFERENCES
DRAWING TITLENO. DRAWING NUMBER
CRANE FOUNDATION 473-D330-01
473-D315-02DECK HOUSE: ARCHITECTURAL PLANS & ELEVATIONS2
473-D315-04DECK HOUSE: STRUCTURAL WALL SECTIONS3
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