AB502 Rev 1.pdf
PDF 294 KB Posted
- Attached to
- Amendment 0010 -Use the applicable Small Business Forms attached Federal contract opportunity
- Solicitation number
- n44255
About this file
This document package includes construction drawings and details for a federal contract opportunity to build facilities for a Maritime Force Protection Unit.
The drawings depict plans, elevations, sections and details for constructed storage alcoves, and specify materials such as expanded metal mesh and steel plates. The contract opportunity is a solicitation from the Department of the Navy Naval Facilities Engineering Command to construct a general purpose berthing pier and trestle with controlled access, along with a vessel maintenance facility with parking and a fuel distribution and storage system. The facilities are required to support operations for the Maritime Force Protection Unit at Bangor in providing security escort for submarines through the Strait of Juan de Fuca and test ranges. This will support the stand-up of the Nuclear Weapons Security Program mission.
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Text version
FIRST FLOOR
0"
UTILITY LEVEL
16' - 0"
B2
AB502
FIRST FLOOR
0"
C
UTILITY LEVEL
16' - 0"
B B1
AB502
AB502
A4
AB502
A4
C12 X 20.7, 8'-6" O.C.
C
B
B1
AB502
B2
AB502
AB502
A2
5' - 0"
4' - 6"
1'
0"
3"
AB502
C4
FIRST FLOOR
0"
UTILITY LEVEL
16' - 0"
B2
AB502
4'
6" 1'
4"
12 GAUGE STEEL
MOUNTING PLATE,
TYP.
EXPANDED METAL
MESH
C12 X 20.7
EXPANDED METAL
MESH
12 GAUGE BENT
STEEL PLATE
C12 X 20.7
EXPANDED METAL
MESH
12 GAUGE BENT
STEEL PLATE
3/8" ∅ THRU-BOLTS
@ 24" O.C.
3/8" ∅ THRU-BOLTS
@ 24" O.C.
3/8" ∅ THRU-BOLTS
@ 24" O.C.
4" E
M B
E D
PL 1/4"x8"x6"
WELD TO CHANNELS
PL 1/4"x8"x6"
WELD TO CHANNELS
EXPANDED METAL
MESH
12 GAUGE STEEL
PLATE3/8" ∅ THRU-BOLTS
@ 24" O.C.
C12 X 20.7
12 GAUGE STEEL
PLATE
3/8" ∅ THRU-BOLTS
@ 24" O.C.
C12 X 20.7
FIRST FLOOR
0"
A1
AB301
C
UTILITY LEVEL
16' - 0"
B
B1
AB502
701 N 36TH STREET, SUITE 330
SEATTLE, WA 98103
SCALE:
EPROJECT NO.:
CONSTR. CONTR. NO.
NAVFAC DRAWING NO.
SHEET OF
DRAWFORM REVISION: 31 JANUARY 2017
CHIEF ENG/ARCH
BRANCH MANAGER
PM/DM
AS NOTED
DES DRW CHK
SATISFACTORY TO DATE
ACTIVITY
FOR COMMANDER NAVFAC
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D. GIBSON/T. BOLING
1389895
RYAN HENDRYX
STATE OF WASHINGTON
REGISTERED
ARCHITECT
10445
B. KOPP
B. GALLOWAY
B. NIXON
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AB502
SCALE: 1/2" = 1'-0"
CROSS SECTION
B1 AB502 SCALE: 1/2" = 1'-0"B2 AB502
LONGITUDINAL SECTION
SCALE: 1/4" = 1'-0"
STORAGE ALCOVE PLAN
A1 AB101 SCALE: 1/4" = 1'-0"
ELEVATION
A2 AB502
SCALE: 1 1/2" = 1'-0"A4 AB502
STORAGE ALCOVE SECTION DETAILS
SCALE: 1 1/2" = 1'-0"C4 AB502
STORAGE ALCOVE PLAN DETAIL
SCALE: 1/4" = 1'-0"A3 AB502
LONGITUDINAL ELEVATION
2'0' 6" 1'
1 1/2" = 1'-0"
2'0' 6" 1' 1 1/2" = 1'-0"
1' 2' 4'0' 1/2" = 1'-0"
1' 2' 4'0' 1/2" = 1'-0"
2' 4' 8'0' 1/4" = 1'-0"
2' 4' 8'0' 1/4" = 1'-0"
2' 4' 8'0' 1/4" = 1'-0"
16046697
P
PI
8.
.2
M C H
1. EXPANDED METAL MESH TO BE FLATTENED CARBON STEEL, 1-1/2
INCH, NUMBER 9, WITH MINIMUM 75% OPEN AREA. ORIENT LONG WAY
OF DESIGN (LWD) SUCH THAT LWD AXIS IS PERPENDICULAR TO STEEL
CHANNEL AXES, TYPICAL.
SHEET NOTES
| Sheets |
| AB101 - FIRST FLOOR PLAN |
| AB104 - ROOF PLAN |
| AB111 - PRESSURE WASHER ENCLOSURE (PWE) PLANS, SECTIONS, ELEVATIONS, SCHEDULES |
| AB501 - DETAILS |
| AB502 - BUILT-IN STORAGE ALCOVE DETAILS |
| AB603 - ROOM FINISH SCHEDULES |
File details come from the government source that posted it. Updated .