Attachment 150 AMEND4_DLA_OPS_PH II_A-514.pdf
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- Solicitation number
- W91235620R2005
About this file
This document is a set of construction drawings for column details for the Defense Logistics Agency Aviation Operations Center, Phase II project. The drawings provide specifications for various column types to be used in the construction of the facility, including dimensions, materials, and construction methods. Relevant details include specifications for metal stud framing, brick veneer, spray foam insulation, glass mat sheathing, reinforced concrete masonry units, application of fireproofing spray, and expansion joints. The project is to be completed at the Defense Supply Center Richmond site in Richmond, Virginia for the Department of the Army Corps of Engineers Norfolk District.
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Text version
5 6
P
1'-3" 3'-0" 1'-1 1/8"
1' -1
/8
1'
-1
P
1' -1
1'
-1
/8
1'-1" 1'-1"
XO
X13 1'-0"
1' -2
1'
-1 0"
1'-6"
X15
XM
1' -2
1'
-2
1' -2
1'
-5
/8
1'-10"1'-4 1/4"
XL.8
X15
XK
1'-10"1'-4 1/4"
1' -6
X15.3
X15
XI
1'-10"1'-0"
1' -0
1'
-0
11 5
R
S
1'-1" 1'-3"
1' -2
/2
2'
-1
1/ 2"
1' -0
11 3/8"
G
1' -2
/8
1'
-1
1'-0 7/8" 1'-10"
N
1' -8
2'
-2
2"
L
1'-2" 1'-2"
1' -8
1'
-5
/8
DAVID P. ISBELL A
I
N I
G
RI
V
FOHTLAE
W
N O
M M
O C
No.
ARCH TI ECT
US Army Corps of Engineers ®
SHEET OF
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
1909 CYPRESS AVENUE
VIRGINIA BEACH, VA
23451
(757) 417 - 0140
C O
N T
R A
C T
N O
W
-1
-D
-0
10 JANUARY 2020
737312
A-514
C O
L U
M N
D E
T A
IL
S
D E
F E
N S
E
S
U P
P L Y
C E
N T
E R
R
IC
H M
O N
D
D S
C R
R
IC
H
M O
N D
V
IR
G
IN
IA
N O
R F
O L K
D
IS
T R
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F
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S T
N
O R
F O
L K
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A
W A
L L E
R T
O D
D
S A
D L E
R
A W
O O
L P
E R
T C
O M
P A
N Y
C
Y P
R E
S S
A V
E N
U E
V
IR
G
IN
IA
B
E A
C H
V
A
D e s ig n e r
A u th o r
C h e c k e r
J
A N
U A
R Y
D L A
O P
E R
A T
IO
N
S C
E N
T E
R
P H
-2
D E
F E
N S
E L
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IS
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IC
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A G
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C Y
A
V
IA
T
IO
N D
S C
R
1" = 1'-0"A-106
F2 P, 5/6 COLUMN DETAIL
1" = 1'-0"A-106
F5 P, 2 COLUMN DETAIL
1" = 1'-0"A-404
F7 XO, X13 COLUMN DETAIL TYP.
SHEET KEYNOTES
1 5/8" GWB
2 3 5/8" METAL STUDS AT 16" OC
3 3 5/8" METAL STUDS
4 BRICK VENEER
5 SPRAYED POLYURETHANE FOAM INSULATION (R-20)
6 6" METAL STUDS
7 R-19 BATT INSULATION
8 1/2" GLASS MAT SHEATING
9 12" CMU
10 STEEL COLUMN, SEE STRUCTURAL DRAWINGS
11 FIRE PROOFING SPRAY INSULATION
12 8" METAL STUDS
13 2" BUILDING EXPANSION JOINT
14 CONTINUOUS METAL CORNER BEAD, TYPICAL
15 7/8" METAL FURRING CHANNELS AT 24" OC
16 2" BEJ COVER, SEE SHEET A-521
1" = 1'-0"A-112
D2 XM, X15 COLUMN DETAIL
1" = 1'-0"A-112
D5 XK, X15/ X15.3, X 16 COLUMN DETAIL TYP.
1" = 1'-0"A-112
D7 XI, X15 COLUMN DETAIL
1" = 1'-0"A-109
D9 R/S, 13 COLUMN DETAIL
1" = 1'-0"A-403
A1 G, 18 COLUMN DETAIL TYP.
1" = 1'-0"A-403
A6 N, 19 COLUMN DETAIL TYP.
1" = 1'-0"A-416
A7 L, 17 COLUMN DETAIL
6" 1' 3'3" 9" 2'
1"=1'-0"
GRAPHIC SCALE
A-110
A-425 A-425
A
M E
N D
M E
N T
N O
-1 -2
| Sheets |
| A-514 - COLUMN DETAILS |
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