Am_4_-_Attach_13_VOL_3_A-504_26MAY2016.pdf
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- Attached to
- AIT Barracks- Phase III, Ft. Lee, Virginia Federal contract opportunity
- Solicitation number
- W91236-16-R-0010
About this file
AM 4 - ATTACH 13 VOL 3_A-504_26MAY2016
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Text version
PRECAST SHAPES SCHEDULE
TYPE SECTION NOTES/PLAN/ELEVATION
PC-5
PC-1
PC-4
PC-2
2' - 2" 3/8" 5 5/8"
PLAN
PC-6
PLAN
5 5/8"
5/
8" 1"
4 5/8"
5/
8"
5/ 8"
PC-3
5/
8"
NOTE
NOTE
REINFORCE ALL SHAPES AS NECESSARY TO ACCOMMODATE STRUCTURAL LOADS
5" 1' - 0 5/8"
1' - 5 5/8"
NOTE
PROVIDE PRECAST LINTEL BAND FOR ALL WINDOW
HEADS ON FIFTH FLOOR UNLESS NOTED OTHER
WISE.
PROVIDE BAND BENEATH PC-1/PC-5 AND ABOVE CMU
WATER TABLE.
NOTE
PROVIDE BAND AT FIRST FLOOR WINDOW SILL AND
WHERE BRICK VENEER SITS ON TOP OF PRECAST.
NOTE
PROVIDE AT TOP
OF EXTERIOR
COLUMNS AT
FRONT ENTRY &
COVERED
ASSEMBLY AREA
NOTE
PROVIDE AT
WATER TABLE
OF EXTERIOR
COLUMNS AT
FRONT ENTRY &
COVERED
ASSEMBLY AREA
1"
2' - 8"
2'
8"
3 5/8"
1' - 2 1/4" 1/2"
1' - 2 1/4"
8 5/8"
5/
8" 1"
7 5/8"
5/
8"
2' - 5"
1/2"
2'
5"
1"
5 5/8"
5/
8" 1"
4 5/8"
5/
8"
3 5/8"
5/
8"
1/
2"
1/
2" 1 1/
8" PROVIDE COPING AT TOP OF PARAPET WALLS.
EXISTING SCREEN WALL
ALL POSTS TO BE BUTTED
UP AGAINST WALL
CHAIN LINK DOOR
19' - 0"
EXISTING SCREEN WALL
56' - 0" +/-
75' - 0" +/-
10' - 0" 9' - 0"
EQ
EQ
EQ
EQ EQ
A-504
A-504 A-504
TOP OF
COPING
BOT OF
SOLDIER
COURSE
TOP OF SLAB
AT PAVING
INTERSECTION
+8'-6"
+2'-8"
0'-0"
EJT
H
EI
G H
T O
F M
ET
AL
F
EN
C
IN
G
6'
-6
8'
6"
H
EI
G H
T O
F M
ET
AL
C H
AI
N
L
IN
K
PO
ST
S
5'
0"
19' - 0"
EJT
4" DIAMETER
GALVANIZED POST
1 5/8" OD
GALVANIZED RAIL
CHAIN LINK
TOP OF
CHAIN LINK FENCE
25'-0"
1 5/8" OD
GALVANIZED RAIL
A-504
A-504
A-504
A-504
TOP OF SLAB
AT PAVING
INTERSECTION
0'-0"
TOP OF
COPING
+8'-6"
1' - 1 1/4"
7' - 6"
1'
0" 2'
0"
8'
0" 6"
4" 2"
2' - 6 1/2"
TOP OF SLAB
AT PAVING
INTERSECTION
0'-0"
8'-0" HIGH CHAIN LINK DOUBLE DOORS
19' - 0" EXISTING SCREEN WALL
GENERAL NOTES
1. REFER TO KEYNOTES ON SHEET A-504
2. SEE STRUCTURAL DRAWINGS FOR PIER SUPPORT DETAIL US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
28096
A-504
VOLUME 3
P R E-
C
AS
T S C
H
ED
U
LE
C
O O
L I N
G T
O W
ER
A D
D -O
N
A
IT
B A
R
RA
CK
S
CO
M
PL
EX
PH
A
SE
3 0
M
A N
N O
R
FO
LK
D
I S
TR
IC
T
N O
R
FO
LK
, V
A
D . G eb le r
M . J oh ns on
D . G eb le r
E.
W hi te
A
PR
-PR
O
JE
C
T N
U M
BE
R
C O
N
TR
AC
T
N O
A A -
4-
F O R
T L E
E, V
I R G
IN
I A
3/4" = 1'-0"
PRECAST CONCRETE SCHEDULE
0'
SCALE: 3/4" = 1' - 0"
1' 2' 3' 4'
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
B
Y
AM
EN
D
M
EN
T
M
AY
A-013 A-504 1/8" = 1'-0"
1 COOLING TOWER SCREEN WALL PLAN
A-504 A-504 1/2" = 1'-0"
3 COOLING TOWER SCREEN WALL SECTION
A-504 A-504 1 1/2" = 1'-0"
4 COOLING TOWER DETAIL SECTION
A-504 A-504 1 1/2" = 1'-0"
5 COOLING TOWER DETAIL SECTION
A-504 A-504 1/8" = 1'-0"
2 COOLING TOWER SCREEN WALL ELEVATION
0'
SCALE: 1-1/2" = 1' - 0"
1' 2'
8'0' 16' 24'
SCALE: 1/8" = 1' - 0"
| Sheets |
| A-101 - OVERALL FIRST FLOOR PLAN |
| A-112 - FIRST FLOOR PLAN AREA "B" |
| A-504 - PRE-CAST SCHEDULE & COOLING TOWER ADD-ON |
| A-551 - LAWN EQUIPMENT BUILDING DRAWINGS |
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