FA520520R0006_Atch2_Drawings_PDF5of12_Structural.pdf
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- Attached to
- Project No. 1058046, Repair Military Family Housing (MFH), Tower 116, Misawa Air Base, Japan
- Solicitation number
- FA520520R0006
About this file
This document package includes structural drawings and details for the repair of Military Family Housing, Tower 116 at Misawa Air Base in Japan. The drawings show demolition plans, new construction plans, structural details, schedules and notes for repairs to the concrete slabs, stairs, ramps, walls and foundations of the first through ninth floors of the tower. Replacement work includes new reinforced concrete steps, slabs, footings and structural infill at building entrances. The related solicitation is for project number 1058046 and seeks bids for repair work at Tower 116 in accordance with the specifications and drawings provided. The solicitation was issued by the Department of the Air Force Pacific Air Forces.
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S-002
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COMPONENTS AND CLADDING WIND LOADS
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100706050403020100
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A.0
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SD401
SD401
SD401
7450 8220 9620 9075 9075 7020 8220 7450
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GARBAGE ROOM
UNIT A
MULTIPURPOSE
ROOM
STORAGE
MECHANICAL
ROOM
UNIT A
UNIT B
UNIT B
STAIR 2
STAIR 1
STAIR A
STAIR C
S T
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1 1
SD402
SD403
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SCALE 1 : 2001
OVERALL FIRST FLOOR DEMOLITION PLAN
0 1600080004000
NOTES:
SEE ENLARGED VIEWS FOR ADDITIONAL WORK.
REMOVE AND REPLACE SLABS TO ACCESS PIPING. COORDINATE WITH
PLUMBING. REFER TO DRAWING PD401, PD402, PD404, PD406, PD407,
PD409 AND DETAILS 6/SE500 AND 7/SE500.
0.
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OVERALL TYPICAL FLOOR (2-9) DEMOLITION PLAN
0 1600080004000
PLAN
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NOTES:
SEE ENLARGED VIEWS FOR ADDITIONAL WORK.0.
M A
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D E
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DEMOLISH EXISTING CONCRETE WALL. ASSUME
150mm WALL THICKNESS EXISTING, TYP. CUT
AND BURN REBAR ENDS AS NECESSARY FOR
EXISTING TO REMAIN ITEMS.
DEMOLISH EXISTING CONCRETE
SLAB AS REQUIRED FOR PLUMBING
WORKS. REFER TO PLUMBING
DRAWINGS. ASSUME 120mm
THICKNESS EXISTING.
DEMOLISH EXISTING
CONCRETE WALL
DEMOLISH EXISTING CONCRETE RAMP. ASSUME
120mm SLAB THICKNESS EXISTING.
EXISTING COLUMN
TYPICAL 49
070605
F
E
DEMOLISH EXISTING CONCRETE STAIRS AND FOUNDATION BELOW.
DEMOLISH EXISTING CONCRETE SLAB AND FOUNDATION BELOW. ASSUME 120mm THICK SLAB
EXISTING.
DEMOLISH EXISTING CONCRETE WALL AND FOUNDATION BELOW. ASSUME 150mm WALL THICKNESS WITH 250mm x 400mm GRADE BEAM AND 300mm x 1000mm CONTINUOUS FOOTING EXISTING.
DEMOLISH EXISTING CONCRETE RAMP AND FOUNDATION BELOW. ASSUME 120mm THICK SLAB.
DEMOLISH EXISTING CONCRETE SLAB AS REQUIRED FOR PLUMBING WORKS. REFER TO PULMBING DRAWINGS.
ASSUME 120mm SLAB EXISTING.
EXISTING COLUMN TYPICAL
7020 8220
070605
C
B
DEMOLISH EXISTING CONCRETE RAMP. DEMOLISH EXISTING
FOUNDATION BELOW. ASSUME 120mm SLAB EXISTING.
DEMOLISH EXISTING CONCRETE WALL. DEMOLISH EXISTING FOUNDATION BELOW.
ASSUME 150mm WALL THICKNESS WITH 250mm x 400mm GRADE BEAM.
DEMOLISH EXISTING CONCRETE STAIRS. DEMOLISH EXISTING FOUNDATION
BELOW.
DEMOLISH EXISTING CONCRETE RAMP. DEMOLISH EXISTING FOUNDATION
BELOW. ASSUME 120mm SLAB EXISTING.
DEMOLISH EXISTING CONCRETE SLAB AS REQUIRED FOR PLUMBING WORKS. REFER TO
BLUMBING DRAWINGS. ASSUME 120mm SLAB EXISTING.
EXIXSTING COLUMN
TYPICAL
7020 8220
TOWER 116 KEY PLAN
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SCALE 1 : 501
FIRST FLOOR REAR ENTRANCE DEMOLITION PLAN
SCALE 1 : 502
FIRST FLOOR WEST FRONT ENTRANCE DEMOLITION PLAN
SCALE 1 : 503
FIRST FLOOR EAST FRONT ENTRANCE DEMOLITION PLAN
0 400020001000 0 400020001000
0 400020001000
M A
R K
D E
S C
R
IP
T
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N D
A
050403
D
C
9075 9075
1F UNIT STO 1
1F UNIT STO 2STAIR 2
1F JAN 1
ELEV SHAFT
PIPE SPACE
CART ROOM
STAIR 1
1F ELEC
1F STO
PIPE
CHASE
PIPE
CHASE
MAIN MECHANICAL ROOM 1F STORAGE
ENTRANCE 2
LOBBY
ENTRANCE 1
GARBAGE
110150
ST-1
ELEV
117ST-2
REMOVE CMU WALL, COORDINATE WITH PLUMBING
DRAWINGS. SEE AD405.
TOWER 116 KEY PLAN
R E
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F
IR
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F L O
O R
L O
B B
Y A
N D
H A
L L W
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D E
M O
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FIRST FLOOR LOBBY AND HALLWAY DEMOLITION PLAN
0 400020001000
PLAN
NORTH
M A
R K
D E
S C
R
IP
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A
B
A
STORAGE
MAIN MECHANICAL ROOM
TOWER 116 KEY PLAN
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SCALE 1 : 501
FIRST FLOOR MECHANICAL ROOM DEMOLITION PLAN
NEW 900x500 OPENING ABOVE.
REFERENCE MECHANICAL DRAWINGS
0 400020001000
NOTES:
REMOVE AND REPLACE SLABS TO ACCESS PIPING. COORDINATE WITH
PLUMBING AND ARCHITECTURE. REFER TO DRAWINGS PD401, PD402,
PD404, AD403 AND DETAIL 6/SE500.
1.
PLAN
NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A
TOWER 116 KEY PLAN
050403
E
D
C
9075 9075
UNIT STO 1
UNIT STO 2STAIR 2
JAN
ELEVATOR SHAFT
PIPE SPACE
STAIR 1
1F ELEC
PIPE
CHASE
PIPE
CHASE
LOBBY
UNIT A
UNIT A UNIT A
UNIT A
C17
C18
ELEV
C11
ST-1
C14
C16
ST-2
300 203
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TYPICAL CORE AND HALLWAY (2-9) DEMOLITION PLAN
NOTES:
NEW 203x603 SLAB OPENING. CORE DRILL ALL CORNERS TO AVOID
OVER CUTTING EXISTING SLAB. TAKE CARE NOT TO DAMAGE BEAM
BELOW. NEW SLAB OPENING OCCURS AT 2ND, 3RD, 5TH, 6TH, 8TH,
AND 9TH, FLOORS ONLY. SEE MECHANICAL DRAWING MH407 AND
ARCHITECTURAL DRAWING AE406.
1.
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PLAN
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M A
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SE401
SE401
SE401
SE402
7450 8220 9620 9075 9075 7020 8220 7450
GENERATOR
ELECTRICAL ROOM
GARBAGE ROOM
UNIT A
MULTIPURPOSE
ROOM
STORAGE
MECHANICAL
ROOM
UNIT A
UNIT B
UNIT B
STAIR 2
STAIR 1
STAIR A
STAIR C
S T
A
IR
D
S T
A
IR
B
1 1
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P A
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BY ME OR UNDER MY
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SE101
O V
E R
A L L F
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S
T F
L O
O R
P L A
N
SCALE 1 : 2001
OVERALL FIRST FLOOR PLAN
0 1600080004000
NOTES:
SEE ENLARGED VIEWS FOR ADDITIONAL WORK.
REPLACE SLABS TO ACCESS PIPING, COORDINATE WITH PLUMBING.
REFER TO DRAWING P401, P402, P404 AND DETAIL 6/SE500.
NEW 75mm CONCRETE TOPPING SLAB REFERENCE ARCH FOR FINISH.
0.
1.
2.
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NORTH
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SIM
070605
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7020 8220
SE500
SLOPE
.0
0°
SE500
SE500
070605
C
B
385 3045
SE500
7020 8220
SLOPE
25.00°
SE500
SE500
TOWER 116 KEY PLAN
R E
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A M
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H O
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IN
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T O
W E
R
M
IS
A W
A A
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K A
F A
-1
-F
-0
-J A
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IM
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H Y
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SHEET
IDENTIFICATION
D E
S
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N E
D B
Y
D W
N B
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C K
D B
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S O
L
IC
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A
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N N
O
D A
T E
C O
N T
R A
C T
N O
S
U B
M
IT
T E
D B
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SIGNED
THIS WORK WAS PREPARED
BY ME OR UNDER MY
SUPERVISION
U .S
A
IR
F
O R
C E
C
IV
IL
E
N G
IN
E
N
T E
R
O T
IE
R
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H J
O
IN
T V
E N
T U
R E
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M A
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A
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R O
A D
S U
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E
M
IW
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K E
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W I
A
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C
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1 2 3 4 5
FINAL DESIGN
SHEET OF 295
C A
L L
E N
D L W
T J D
SE401
E N
L A
R G
E D
E N
T R
A N
C E
P L A
N S
SCALE 1 : 501
FIRST FLOOR REAR ENTRANCE PLAN
SCALE 1 : 502
FIRST FLOOR WEST FRONT ENTRANCE PLAN
SCALE 1 : 503
FIRST FLOOR EAST FRONT ENTRANCE PLAN
NEW REINFORCED CONCRETE STEPS. SEE 2/SE500.
NEW REINFORCED CONCRETE STEPS. SEE 2/SE500
S1. SEE 9/SE500.
COORDINATE WITH
PLUMBING DRAWINGS.
RW1. SEE 9/SE500
RW1. SEE 9/SE500
S1. SEE 9/SE500
S1. SEE 9/SE500
S1. SEE 9/SE500
RW1. SEE 9/SE500
S1. SEE 9/SE500
EXISTING COLUMN
TYPICAL
EXISTING COLUMN TYPICAL
EXISTING COLUMN TYPICAL
0 400020001000 0 400020001000
0 400020001000
(E) FOUNDATION
SIM
FG 1. SEE 9/SE500 AND 3/SE500
SIM, OH
FG 1. SEE 9/SE500 AND 3/SE500
RW1. SEE
9/SE500
GENERAL NOTES:
COORDINATE NEW PIPING UNDER ENTRANCE SLABS AND FOUNDATIONS WITH CIVIL AND
PLUMBING DRAWINGS. SEE DETAIL 10/SE500 FOR PIPE UNDER CONTINUOUS FOOTINGS.
NEW PIPING WILL USE EXISTING BUILDING FOUNDATION WALL PENETRATIONS, FIELD VERIFY SIZE
AND ELEVATION OF NEW PIPING (NOT SHOWN ON STRUCTURAL DRAWINGS)
1.
2.
RW1. SEEW 9/SE500.
FG1. SEE 3/SE500 AND9/SE500
RW1. SEEW 9/SE500.
FG1. SEE 3/SE500 AND9/SE500
M A
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D E
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R
IP
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N D
A
B
A
LOBBY
MAIN MECHANICAL ROOM
1F STORAGE
ENTRANCE 2
SE500
SE500
SE500
SE500
NOTES:
REPLACE SLABS. COORDINATE WITH PLUMBING AND ARCHITECTURE.
REFER TO DRAWINGS PD401, PD402, PD404 AE403 AND DETAIL 6/SE500.
1.
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IN
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A W
A A
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P A
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Q K
K A
F A
-1
-F
-0
-J A
N U
A R
Y
T
IM
O T
H Y
W E
N D
T
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
D W
N B
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C K
D B
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S O
L
IC
IT
A
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N N
O
D A
T E
C O
N T
R A
C T
N O
S
U B
M
IT
T E
D B
Y
SIGNED
THIS WORK WAS PREPARED
BY ME OR UNDER MY
SUPERVISION
U .S
A
IR
F
O R
C E
C
IV
IL
E
N G
IN
E
N
T E
R
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S
H J
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T V
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T U
R E
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M A
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A
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S U
IT
E
M
IW
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A U
K E
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W I
A
B
C
D
1 2 3 4 5
FINAL DESIGN
SHEET OF 295
C A
L L
E N
D L W
T J D
SE402
F
IR
S T
F L O
O R
M E
C H
A N
IC
A
L R
O O
M P
L A
N
SCALE 1 : 501
FIRST FLOOR MECHANICAL ROOM PLAN
TOWER 116 KEY PLAN
0 400020001000
PLAN
NORTH
M A
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D E
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A
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A A
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P A
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F A
-1
-F
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A R
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H Y
W E
N D
T
SHEET
IDENTIFICATION
D E
S
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N E
D B
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D W
N B
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C K
D B
Y
S O
L
IC
IT
A
T
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N N
O
D A
T E
C O
N T
R A
C T
N O
S
U B
M
IT
T E
D B
Y
SIGNED
THIS WORK WAS PREPARED
BY ME OR UNDER MY
SUPERVISION
U .S
A
IR
F
O R
C E
C
IV
IL
E
N G
IN
E
N
T E
R
O T
IE
R
S
H J
O
IN
T V
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T U
R E
N
M A
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A
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R O
A D
S U
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E
M
IW
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A U
K E
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W I
A
B
C
D
1 2 3 4 5
FINAL DESIGN
SHEET OF 295
C A
L L
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D L W
T J D
SE500
S T
R U
C T
U R
A L D
E T
A
IL
S
SCALE 1 : 101
NEW DOWEL CONNECTION DETAIL
SCALE 1 : 104
EXISTING FOOTING
SCALE 1 : 1011
FOOTING SECTION
SCALE 1 : 105
NEW SLAB AT EXISTING
SCALE 1 : 106
NEW SLAB EDGE AT EXISTING
SCALE 1 : 109
SLAB, WALL AND FOUNDATION
SCHEDULE 111
SCALE 1 : 257
SLAB REPLACEMENT AT PATIO
SCALE 1 : 102
STAIR DETAIL
SCALE 1 : 103
RAMP FOUNDATION DETAIL
SCALE: 1 : 108
WALL INFILL
M A
R K
D E
S C
R
IP
T
IO
N D
A
P A
IR
F
A M
IL
Y
H O
U S
IN
G
B
T O
W E
R
M
IS
A W
A A
B
J A
P A
N
Q K
K A
F A
-1
-F
-0
-J A
N U
A R
Y
T
IM
O T
H Y
W E
N D
T
SHEET
IDENTIFICATION
D E
S
IG
N E
D B
Y
D W
N B
Y
C K
D B
Y
S O
L
IC
IT
A
T
IO
N N
O
D A
T E
C O
N T
R A
C T
N O
S
U B
M
IT
T E
D B
Y
SIGNED
THIS WORK WAS PREPARED
BY ME OR UNDER MY
SUPERVISION
U .S
A
IR
F
O R
C E
C
IV
IL
E
N G
IN
E
N
T E
R
O T
IE
R
S
H J
O
IN
T V
E N
T U
R E
N
M A
Y F
A
IR
R O
A D
S U
IT
E
M
IW
L
A U
K E
E
W I
A
B
C
D
1 2 3 4 5
FINAL DESIGN
SHEET OF 295
C A
L L
E N
D L W
T J D
SE501
S T
R U
C T
U R
A L D
E T
A
IL
S
SCALE 1 : 251
FALL PROTECTION
SCALE 1 : 502
HOLD DOWN DETAIL
SCALE 1 : 203
HOLD DOWN DETAIL
SCALE 1 : 204
HOLD DOWN DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A
| Project No. 1058046_Repair Tower 116_Structural Drawings |
| S101 |
| S-002 |
| SD101 |
| SD102 |
| SD401 |
| SD402 |
| SD403 |
| SD404 |
| SE101 |
| SE401 |
| SE402 |
| SE500 |
| SE501 |
File details come from the government source that posted it. Updated .