AM02-DRAWINGS.pdf
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- Attached to
- Construct Foreign Military Sales Facility Eglin, Air Force Base, Florida Federal contract opportunity
- Solicitation number
- W91278-18-R-0008
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W9127818R0008 AM02
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| File | Type | Posted |
|---|---|---|
| AM02.pdf | ||
| W9127818R0008_Sign_In_Sheet.PDF | ||
| W9127818R0008_AM01.pdf | ||
| W9127818R0008_AM01_Drawings.pdf |
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CADD CODE: M015FR84
CONSTRUCTION PLANS FOR SOLICITATION NO. (W9127818R0008)
NOVEMBER 2017
OKALOOSA COUNTY
FLORIDA
DRAWINGS IN THIS FOLIO HAVE BEEN REDUCED
TO ONE HALF THE ORIGINAL SCALE
CONSTRUCT FOREIGN MILITARY SALES FACILITY
Mobile District of Engineers US Army Corps
BUILDING STRONG
CONSTRUCTION OF
EGLIN AIR FORCE BASE, FLORIDA
AMENDMENT NO.0002
C
O
C
O
UP
R E
F R
E F
115A
B
D
110C
110A
110B
C
115B
134A
134B
116B
A
133B
B
131A
A
A
A
120B
B
B
A
123C
A
A
118B
A
127B
125B
117B
A
A
121B
B
122A
A
107A
FOREIGN MILITARY
SALES
FFE = 67.50'
0+00
1+00
1+35
POND
BOTTOM
EL = 59.50'
E
N
E 1323929.09N
542051.50
0+00
1+00
2+00
3+00
4+00
4+31
SCALE:
30' 60'30
1"=30'
S I T
E
P
L A
N
C S
F
R d w g
CS101
E G
L I
A
R
F
R
B
S
E
F
L O
R I D
A
C O
N S
T R
U C
T
F
O R
E I G
N
M
I L
I T
A R
Y
S
A L
S
C
I L
I T
Y
O C
T O
B E
R
- M
F R
W
R
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
T
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
A N
S I
D
M O
B I L
D
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
P R
O J E
U M
B E
R
F I L
E
N
A M
E
PLAN NORTH
B
CS301
A
CS301
A
CS301
NOMAD WAY
DRIVEWAY 2
DRIVEWAY 1
TYPE F
CURB & GUTTER
BID OPTION
PAVILION
(SEE SHEET CG401)
TYPE F
CURB & GUTTER
DUMPSTER PAD
(SEE SHEET CS502)
DITCH 2
REMOVABLE
BOLLARDS
STA. 1+93.96
DRIVEWAY 2
REMOVABLE BOLLARD
STORAGE
(SEE SHEET CS501)
HANDICAP SIGNS
SEE DETAIL
DITCH 1
19'R
2.5'R
2.5'R
2.5'R
2.5'R
2.5'R
19'R
43'R
25'R
25'R
25'R
25'R
25'R
20'R
20'R
20'R
25'R
TIE TO EXISTING CURB & GUTTER
STA. 2+52.27
13.12' LT
NOMAD WAY
TIE TO EXISTING
CURB & GUTTER
STA. 1+21.62
12.80' LT
NOMAD WAY
TIE TO EXISTING CURB & GUTTER
STA. 4+62.91
12.78' LT
NOMAD WAY
TIE TO EXISTING
CURB & GUTTER
STA. 5+36.86
12.86' LT
NOMAD WAY
6'
10'
6'
20'
12'
6'
STA. 0+91.16
43.43' LT
DRIVEWAY 1
STA. 0+91.16
12' RT
DRIVEWAY 1
STA. 0+86.85
42.66' RT
DRIVEWAY 2
20'R
CONCRETE
FLUME 2
(SEE SHEET CG504)
CONCRETE
FLUME 1
(SEE SHEET
CG503)
COMMANDER SIGNS
(SEE SHEET CS500)
4" WHITE STRIPING
(SEE SHEET CS503)
ENTRANCE SIGN
SEE DETAIL
RIPRAP PAD
SEE DETAILS
BUMPER CURB (TYP.)
(SEE SHEET CS500)
MECHANICAL YARD
(SEE SHEET CS502)
JC-1
MES-5
JC-2
JC-3
JC-4
JC-5
JC-6JC-7
JC-8
JC-9
JC-10
STOP SIGN R1-1
STOP SIGN R1-1
NOTE:
1. STOP SIGN SHALL BE POST MOUNTED PER FDOT
DESIGN STANDARDS.
A
M E
S
T O
P
S
I G
N S
D E
C
AutoCAD SHX Text
SS
AutoCAD SHX Text
SS
AutoCAD SHX Text L
AutoCAD SHX Text E
AutoCAD SHX Text A/C
AutoCAD SHX Text A/C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
UNDERGROUND ABANDONED JP4 FUEL LINE NO INFORMATION AVAILABLE FROM BCE
AutoCAD SHX Text
24"RCP
AutoCAD SHX Text
INV=64.00
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text W
AutoCAD SHX Text
BLDG#1301 1-STORY STUCCO
AutoCAD SHX Text B-7
AutoCAD SHX Text B-1
AutoCAD SHX Text B-5
AutoCAD SHX Text B-2
AutoCAD SHX Text B-3
AutoCAD SHX Text B-4
AutoCAD SHX Text B-6
AutoCAD SHX Text
18"PINE
AutoCAD SHX Text
24"PINE
AutoCAD SHX Text
20"PINE
AutoCAD SHX Text
8"PINE
AutoCAD SHX Text
8"PINE
AutoCAD SHX Text
10"PINE
AutoCAD SHX Text
12"PINE
AutoCAD SHX Text
14"PINE
AutoCAD SHX Text
8"PINE
AutoCAD SHX Text
10"PINE
AutoCAD SHX Text
6"TRIPLE OAK
AutoCAD SHX Text
14"CEDAR
AutoCAD SHX Text
12"OAK
AutoCAD SHX Text
F1-23P N=542399.98 E=1323854.70 ELEV=69.16
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
NOMAD WAY
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
TELEPHONE CABLE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
8"PINE
AutoCAD SHX Text
10"PINE
AutoCAD SHX Text
FFE= 64.50
AutoCAD SHX Text
FFE= 64.51
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
ASPHALT ROAD
AutoCAD SHX Text
ASPHALT
AutoCAD SHX Text 4E-1C
AutoCAD SHX Text 4E-1C
AutoCAD SHX Text
WOODS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
GRASS
6" 1'-6"
3" R
8"
" R
2" R
1 2
T D
M
I N
2'-0"
TYPE F
PROFILE
FLARED END
PROFILE
STRAIGHT END
PLAN
PLAN
6'
20' R
END OF CURB
EDGE OF PAVT.
EDGE OF PAVT.
3'
TRANS.
TOP OF
CURB
GUTTER
TOP OF
CURB
GUTTER
3'
3'
TRANS.
RESERVED TA
RESERVED DO
RESERVED CC
#4 BARS, 18" LONG
(TWO PER GUARD)
2" MIN.,
3" MAX.
6'-0"
12"(±)
CAST OR
RUBBED
8" MIN.,
9" MAX.
PITCH
OPTIONAL
M
I N
M
A X
4" MIN.,
5" MAX.
" OR
" HOLES
M
I N
M
A X
1333 Nomad Way
68th Electronic
Warfare
Squadron
3'-6"
1 2
1'-6"
3/8" DIA. HIT-HY 200 MAX
ADHESIVE ANCHORING
SYSTEM WITH MIN.
EMBEDDED 3-3/8" OR EQUAL
3"
#4 STIRUPS
SP. @ 12"4 - #4 BARS
5' TYP
" RADIUS
TOOLED JOINT (TYP.)
A
A
VARIES
2%
SLOPE
R
Y
P
COMPACTED MATERIAL
CONCRETE SIDEWALK DETAIL SECTION A-A
NOT TO SCALE
ENTRANCE SIGN DETAIL
NOT TO SCALE
CURB AND GUTTER DETAIL
NOT TO SCALE
CONCRETE BUMPER GUARD DETAIL
NOT TO SCALE
C P
E
C P
E
J B
O
J L L
C I V
I L
D
E T
A I L S
C S
F
R d w g
CS500
E G
L
R
R
S
E
F
L O
R I D
A
C O
N S
T R
U C
T
F
O R
E I G
N
M
I L
I T
A R
Y
S
A L
C
I L
I T
Y
O C
T O
B E
R
- M
F R
W
R
D E
S C
R I P
T I O
N M
A R
K D
A T
E
US Army Corps of Engineers
SHEET ID
S O
L I C
I T
A T
I O
N
N
O
D E
S I G
N E
D
B
Y
S I Z
E
S U
B M
I T
T E
D
B
Y
C O
N T
R A
U S
A
R M
Y
C
O R
P
E
N G
I N
E E
R S
A N
S I
D
M O
B I
S
T R
I C
T
M O
B I L E
A
L A
B A
M A
C H
E C
K E
D
B
Y
D R
A W
N
B
Y
I S
S U
E
D
A T
E
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
P R
O J E
M
B E
R
F I L
E
N
A M
E
NOTE: SIDEWALK TO SLOPE AWAY FROM BUILDING.
B L
W H
I T
E
ALL LETTERS
1" SERIES C
1" SPACING
BETWEEN LINES
OF TEXT
FTP-20-06
1' X 1'-6"
2" RADII
" BORDER
1" SERIES C LEGEND
COLOR
BACKGROUND
LEGEND AND BORDER
TOP
BLUE
WHITE
BOTTOM
WHITE
BLACK
1'-0"
T O
P B
O T
T O
M
1"
1"
1"C
1"
1"
1"
1.5"
1.5"
1"C
1"C
1"C
1'-0"
NOTE: INSTALL POST MOUNTED SIGNS PER FDOT
DESIGN STANDARDS.
HANDICAP SIGN
NOT TO SCALE
"1
13"
"1
13"
"1
13"
NOTES:
1. PLAQUES TO BE ATTACHED TO THE
CONCRETE BUMPER GUARD.
2. PLAQUES SHALL HAVE A BROWN
BACKGROUND AND WHITE LETTERING.
3. SEE SPECIFICATION 10 14 00.10 EXTERIOR
SIGNAGE.
RESERVED PARKING PLAQUES
NOT TO SCALE
NOTES:
1. ENTRANCE SIGN MESSAGE ON BOTH SIDES, WHITE TEXT WITH BROWN BACKGROUND.
2. SEE SPECIFICATION 10 14 00.10 EXTERIOR SIGNAGE.
3. LENGTH FROM GROUND TO BOTTOM OF SIGN IS 2'-6".
SIGN FOUNDATION DETAIL
NOT TO SCALE
A
M E
E
N T
R A
N C
E
S
I G
N
F
O U
N D
A T
I O
N D
AutoCAD SHX Text
PANELSTYLE:FTP-20-06.SSI
AutoCAD SHX Text
PANELNAME:NAME
AutoCAD SHX Text
PANELQUANTITY:1
AutoCAD SHX Text
PANELSTATION:NONE
AutoCAD SHX Text
PANELMATERIAL:0
AutoCAD SHX Text
LEGENDMATERIAL:0
AutoCAD SHX Text
PANELMOUNTING:0
AutoCAD SHX Text
PANELWIDTHLOCK:1
AutoCAD SHX Text
PANELHEIGHTLOCK:1
AutoCAD SHX Text
MARGINALIGN:9
AutoCAD SHX Text
PANELROUNDCORNERS:0
AutoCAD SHX Text
CONSTRUCTPANELMODE:0
AutoCAD SHX Text
CONSTRUCTPANELS:36|24|18
AutoCAD SHX Text
PANELSIZES:
AutoCAD SHX Text
PANELSTANDARD:1
AutoCAD SHX Text
LEVELS:GSCOLORFILL|GSBWFILL|GSOUTLINE
UP
UP
D
C
B
A
2 3 4 5 6 7 8 9
1' - 4"
1' - 4"
O/F WALL
O/F CMU
O /F
W
AL
L
O /F
C M
U
O /F
C M
U
O/F CMU
O/F CMU
O/F CMU
O/F CONC.
O /F
C O
N C
O /F
C O
N C
S-401
S-401
B.4
B.7
3.2 3.9
E
6" EQUIPMENT PAD,
SEE SHEET S-501 FOR DETAILS
TYP.
24" x 24"
PEDESTAL, TYP.
24" x 24"
PEDESTAL, TYP.
B.3
7' - 4 5/8"
OPNG.
3' - 4" 1' - 8" OPNG.
6' - 4"
O
PN
G
6'
4" 4'
/4
6'
9"
O
PN
G
3'
4" 3'
7/
8" O
PN
G
7' - 0" 29' - 0" 26' - 0" 29' - 0" 28' - 7" 28' - 7" 27' - 10" 13' - 5 1/4" 43' - 8 1/4"
171' - 8" 55' - 9 1/2"
9'
8"
/8
125' - 4" 25' - 1 1/2" 21' - 2 1/2" 55' - 9 1/2"
1'
4"
1'
4"
/4
O
PN
G
3'
1/
2"
10"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
OPNG.
3' - 4 1/2" 10"
24' - 6 3/8"
O
PN
G
3'
4"
O
PN
G
3'
4"
9'
4" 4'
4"
5'
0" 9'
4"
9'
4"
O
PN
G
6'
4"
1'
7/
8"
5/
8"
/4
5/ 8"
P S-303
A S-301
B S-301
E S-301
F S-301
Q S-303
G S-302
SIM. B
S-301
B S-301
SI
M
B S-301
SI
M
B S-301
SI
M
E S-301
SI
M
B S-301
E S-301
SIM.
SIM.
A S-301
SIM.
O /F
C M
U
O /F
C M
U
O /F
C M
U
4' - 4" 20' - 0" 1' - 8"
C.5
A.1
Q S-303
SI
M
Q S-303
SI
M
O
PN
G
3'
4" 1'
3/ 8"
Q S-303
SIM.
RECESS SLAB 3/8" FOR TILE
SEE ARCH.A
S-301
A S-301
SIM.
SIM.
TURN DOWN
SLAB EDGE
THICKENED
SLAB
THICKENED
SLAB
6" CONC. SLAB W/ 6x6 - W5.5 xW5.5 W.W.F.
TYP.
6" EQUIPMENT PAD,
SEE SHEET S-501 FOR
DETAILS TYP.
TURN DOWN
SLAB EDGE
CJ
CJ
C J
C J
C J
C J
C J
C J
C J
6' - 0" 16' - 8" 3' - 4"
CJ
CJ
8'
1/
2"
11' - 10 3/4"
C J
C J C
J
C J
C J
C J
C J
CJ
CJ
CJ
CJ
CJ
C
J
C J
C J
C J C
J
CJ
CJ
CJ
16' - 3" 13' - 5 3/8" 11' - 8 7/8" 12' - 9 5/8" 15' - 6 5/8" 14' - 11" 14' - 3 1/2" 14' - 3 1/2" 14' - 3 1/2" 14' - 3 1/2" 14' - 3 1/4" 14' - 3 1/4" 12' - 9 1/4" 15' - 5 1/4" 14' - 2 3/4" 13' - 4 1/8"
CJ
C J
/4
/4
1/ 4"
1/ 8"
CJ
C J
C J
C J
C J
C J
C J
CJ
CJ
CJ
CJ
CJCJ
8' - 0" 8' - 0" 8' - 0"
C J
C
JC
J
C J
C J
CJ CJ
CJ
CJ
C J
C J
CJ
4'
1/
8"
8' - 7 1/4"
D S-301
W10X60W10X49W10X49
W12X65
W12X65
W12X65
W12X65 W10X60 W10X60 W12X65 W12X65 W12X65
W12X65
HSS8X8X3/8
W12X87W12X79W12X72
W12X72W12X72
W12X65 W12X65 W12X72 W12X79 W12X87 W12X65
W12X65 W12X65W12X65
D S-301
3' - 0"
2'
0"
2' - 0"
2' - 0"
2' - 0"
C S-301
C S-301
SIM.
5' - 0"
5'
0"
5'
0"
5' - 0" 5' - 0"
5'
0"
13' - 0"
5'
0"
5' - 0"
10' - 0"
5'
0"
5' - 0" 5' - 0"
5'
0"
5' - 0"
5' - 8 1/4"
5'
0"
TURN DOWN
SLAB EDGE
4" CONC. SLAB,
TYP.
4" CONC. SLAB,
TYP.
4" CONC. SLAB,
TYP.
4" CONC. SLAB,
TYP.
4" CONC. SLAB W/
6x6 - W4.0 xW4.0 W.W.F., TYP.
S-501
4" CONC. SLAB W/
6x6 - W4.0 xW4.0 W.W.F., TYP.
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-102
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
FI
RS
T F L
O O
R
SL
A B P
LA
N
3/32" = 1'-0"S-102
1 FIRST FLOOR SLAB PLAN
SCALE:
3/32" = 1' - 0"
8' 8' 16' 24'
PLAN NORTH
GRAPHIC SCALE:
NOTE:
1. CJ = CONSTRUCTION JOINT OR CONTRACTION JOINT. SEE TYPICAL DETAILS ON S-501.
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
-R
EV
IS
ED
T O
S H
O W
S
LA
B
SI
ZE
A
N D
R
EI
F.
BB
A
2 3 4 5 6 7 8 91
B.4
B.7
3.2 3.9
E
B.3
R S-304
S S-304
X S-304
U S-304
V
S-304
C.5
A.1
7' - 0" 29' - 0" 26' - 0" 29' - 0" 28' - 7" 28' - 7" 27' - 10" 13' - 5 1/4" 43' - 0 5/8"
ELEV.
SHAFT
S S-304
SI
M
S S-304
SI
M
U S-304
SI
M
R S-304
SIM.
RECESS SLAB 3/8" FOR TILE
SEE ARCH.
6" EQUIPMENT PAD,
SEE SHEET S-501 FOR DETAILS
TYP.
1'
4"
1' - 4"
6' - 0" 16' - 8"
3' - 4"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
O
PN
G
5'
1/
2"
5'
0" 9'
4"
9'
4"
9'
4" 4'
4"
O
PN
G
3'
6"
7' - 4 3/8" 16' - 4 1/2"
1' - 4"
1'
4"
5" CONC. SLAB ON 1.5C 20 DECK W/
4x4 - W2.9 xW2.9 W.W.F. DRAPED, TYP.
SL
O
PE
SL
O
PE
SLOPE
S-402
DOWN
DOWN
T S-304
OPEN
SPAN
SP
AN
SP
AN
4" CONCRETE BASE FOR LOCKERS,
SEE SHEET S-501 FOR DETAILS,
SEE ARCH. DRAWINGS FOR LOCATION, TYP.
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-104
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
SE
CO
ND
F
LO
O
R
SL
AB
P
LA
N
3/32" = 1'-0"S-104
1 SECOND FLOOR SLAB PLAN
PLAN NORTH
GRAPHIC SCALE:
SCALE:
3/32" = 1' - 0"
8' 8' 16' 24'
NON COMPOSITE FLOOR SLAB - 1.5C 20
SECTION PROPERTIES:
Ip = 0.222 IN /FT Sp = 0.231 IN /FT
In = 0.186 IN /FT Sn = 0.224 IN /FT
Fy = 50 KSI
FASTENING PATTERN - PROVIDE 5/8 PW AT
36/4 PATTERN WITH 5 SIDELAPS 5/8 PW.
LOW ROOF METAL DECK - 1.5B 22
SECTION PROPERTIES:
Ip = 0.222 IN /FT Sp = 0.186 IN /FT
In = 0.183 IN /FT Sn = 0.192 IN /FT
Fy = 33 KSI
FASTENING PATTERN - PROVIDE #12 TEK
SCREWS AT 36/5 PATTERN W/6 SIDELAPS #
10 TEK SCREWS.
T.O. SLAB ELEVATION = 16'-0" U.N.O.
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
-R
EV
IS
ED
S
LA
B
LA
BE
L
AN
D A
D D
ED
L
O C
KE
R
B
AS
B
A
2 3 4 5 6 7 8
KK
S-306
LL
S-306
1'
4"
1'
4"
LL
S-306
KK
S-306
SIM.
SIM.
SI
M
SI
M
LL
S-306
KK
S-306
SIM.
SIM.
LL
S-306
KK
S-306
1' - 4" 29' - 0" 26' - 0" 29' - 0" 28' - 7" 28' - 7" 27' - 10"
1' - 4"
/8
8" CONCRETE WALL
8" CMU WALL
8" CMU WALL
8" CMU WALL
8" CMU WALL
5" CONC. SLAB ON 1.5C 20 DECK W/
4x4 - W2.9 xW2.9 W.W.F. DRAPED, TYP.
25' - 1 1/2"
SPAN
SPAN
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-106
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
RO
O
F
SL
AB
P
LA
N
3/32" = 1'-0"S-106
1 ROOF SLAB PLAN
PLAN NORTH
GRAPHIC SCALE:
SCALE:
3/32" = 1' - 0"
8' 8' 16' 24'
NON COMPOSITE FLOOR SLAB - 1.5C 20
SECTION PROPERTIES:
Ip = 0.222 IN /FT Sp = 0.231 IN /FT
In = 0.186 IN /FT Sn = 0.224 IN /FT
Fy = 50 KSI
FASTENING PATTERN -PROVIDE 5/8 PW AT
36/4 PATTERN WITH 5 SIDELAPS 5/8 PW.
T.O. SLAB ELEVATION = 32'-0" U.N.O.
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
-R
EV
IS
ED
S
LA
B
LA
BE
FINISH FLOOR
0' - 0"
COLUMN ,
SEE PLAN
8" CMU BLOCK
CONCRETE FLOOR SLAB,
SEE SCHED.
TOP/FOOTING
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
(4) #5 BARS CONT.
TYP.
THICKENED SLAB
BEYOND
CONCRETE FLOOR SLAB,
SEE SCHED.
SE
E
SC
H
ED
U
LE
T 2'
0"
EQ. EQ.
SEE SCHEDULE
W
10"
#5 @ 12" O.C., TYP.
2' WIDE x 2' DEEP
THICKENED SLAB
FINISH FLOOR
0' - 0"
#6 @ 12" O.C., EACH WAY,EACH FACE
TYP.
#6 @ 12" O.C.
(4) #6 TOP & BTM.
CONT
#6 @ 12" O.C.
(4) #6 TOP & BTM.
CONT
SLAB,
SEE PLAN
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
CONC. WALL,
SEE PLAN
FIN. GRADE,
SEE CIVIL
BRICK VENEER,
SEE ARCH.
8" 1'
4"
1'
6"
TOP/FOOTING
SEE PLAN
TOP/WALL
1' - 4 1/2" 1' - 6" 1' - 4 1/2"
4' - 3"
CONC. WALL,
SEE PLAN
1' - 9 1/2" 8" 1' - 9 1/2"
4' - 3"
2'
0" 1'
6"
TOP/FOOTING
SEE PLAN
1' - 4" VARIES
1/2" PEJ MAT'L
TYP.
#5 DOWELS,
MATCH WALL REINF. TYP.
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
COL.
FINISH FLOOR
0' - 0"
4'
0" 2'
0"
TOP/FND.
8" 8"
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
CONC. WALL,
SEE PLAN
1/2" PEJ MAT'L
TYP.
#6 @ 6" O.C., TOP & BTM. EACH WAY
(ELEVATOR FND.)
TYP.
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
14' - 0"
WATERSTOP,
TYP.
WATERSTOP,
TYP.
SIKA PLAN WP 1130-15C
WATERPROOFING MEMBRANE
OR APPROVED EQUAL, TYP.
PROTECT WATER PROOFING
PER MANUFACTURERS
RECOMENDATIONS, TYP.
SIKA PLAN WP 1130-15C
WATERPROOFING MEMBRANE
OR APPROVED EQUAL, TYP.
PROTECT WATER PROOFING
PER MANUFACTURERS
RECOMENDATIONS, TYP.
FINISH FLOOR
0' - 0"
A
TOP/FOOTING
SEE PLAN
TOP/WALL
8" 1'
4"
SC
H
ED
U
LE
T
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
8" CONC. WALL,
SEE PLAN
1/2" PEJ MAT'L
TYP.
#5 DOWELS,
MATCH WALL REINF. TYP.
8 3/8" 1' - 4"
EQ. EQ.
SEE SCHEDULE
W
COLUMN,
SEE PLAN
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
1' - 8"
2'
0"
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-302
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
FO
UN
D A
TI
O N
SE
C T
IO
NS
3/4" = 1'-0"S-302
G SECTION
3/4" = 1'-0"S-302
J SECTION
3/4" = 1'-0"S-302
K SECTION
3/4" = 1'-0"S-302
H SECTION
NOTE:
1. CONTINUOUS #5 BARS NOT TO
PENETRATE COLUMN. START AND STOP ON
EITHER SIDE WHEN REQUIRED. TYP.
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
GRAPHIC SCALE:
- R
EV
IS
ED
T O
S H
O W
W
AT
ER
PR
O O
FI
G
FINISH FLOOR
0' - 0"
FINISH FLOOR
0' - 0"
2'
0" 1'
6"
TOP/FND.
TOP/FND.
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
CONC. WALL,
SEE PLAN
1/2" PEJ MAT'L
TYP.
(4) #6 TOP & BTM.
CONT.
#6 @ 12" O.C., TOP & BTM.
TYP.
#6 @ 6" O.C., TOP & BTM. EACH WAY
(ELEVATOR FND.)
TYP.
4'
0" 2'
0"
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
2'
0" 1'
6"
6"
TOP/FND.
2'
0"
2'
0"
(4) #6 TOP & BTM.
CONT.
#6 @ 12" O.C., TOP & BTM.
TYP.
2' - 9 1/2"
SIKA PLAN WP 1130-15C
WATERPROOFING MEMBRANE
OR APPROVED EQUAL, TYP.
PROTECT WATER PROOFING
PER MANUFACTURERS
RECOMENDATIONS, TYP.
FINISH FLOOR
0' - 0"
#6 @ 12" O.C.
(4) #6 TOP & BTM.
CONT
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
CONC. WALL,
SEE PLAN
TOP/FOOTING
SEE PLAN
1/2" PEJ MAT'L
TYP.
#5 DOWELS,
MATCH WALL
REINF. TYP.
TOP/WALL
#6 @ 12" O.C., EACH WAY,EACH FACE
TYP.
8" 1'
4"
1'
6"
FIN. GRADE,
SEE CIVIL
BRICK VENEER,
SEE ARCH.
1' - 5 1/2" 1' - 4" 1' - 5 1/2"
4' - 3"
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
FINISH FLOOR
0' - 0"
A 8 3/8" 8"
1' - 5 1/2" 1' - 4" 1' - 5 1/2"
4' - 3"
8" 1'
4"
1'
6"
#6 @ 12" O.C.
(4) #6 TOP & BTM.
CONT
SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
CONC. WALL,
SEE PLAN
TOP/FOOTING
SEE PLAN
1/2" PEJ MAT'L
TYP.
#5 DOWELS,
MATCH WALL REINF. TYP.
TOP/WALL
#6 @ 12" O.C., EACH WAY,EACH FACE
TYP.
8" CONC. WALL W/
#5 @ 12" O.C., E.W. AND E.F.,
TYP.
N O
TE
NOTE 1
NOTE:
1. COORDINATE SIZE AND LOCATION OF SUMP
WITH THE ELEVATOR MANUFACTURER AND
MECHANICAL DRAWINGS. (DRAWING P-103)
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
6" 2'
0"
(3) #5 x 54" LONG, EACH WAY
#6 @ 6" O.C., TOP & BTM. EACH WAY
(ELEVATOR FND.)
TYP.
#6 @ 6" O.C., EACH WAY, TYP.
FINISH FLOOR
0' - 0"
2'
0"
SE
E
SC
H
ED
U
LE
T
TOP/FOOTING
SEE PLAN
STEEL COL. SEE SCHED.
CONC. SLAB,
SEE SCHED.
SECONDARY POUR, TYP.
CONT. 1/2" PEJ
MAT'L., TYP.
1 1/2" NON-SHRINK
GROUT, TYP.
COL.
COMPATCED
BACKFILL, TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
TOP & BOT. REINF.,
SEE SCHED.
SEE SCHEDULE
W
FINISH FLOOR
0' - 0"
CONC. FLOOR SLAB,
SEE PLAN
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
8" CMU BLOCK
2'
0"
(3) #5 BARS CONT.,
TYP.
#5 @ 12" O.C., TYP.
1' - 6" 2' - 0" 1' - 6"
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-303
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
FO
UN
D A
TI
O N
SE
C T
IO
NS
3/4" = 1'-0"S-303
L SECTION
3/4" = 1'-0"S-303
N SECTION
3/4" = 1'-0"S-303
O SECTION
3/4" = 1'-0"S-303
M TYPICAL ELEVATOR SUMP
3/4" = 1'-0"S-303
P TYPICAL FOOTING
3/4" = 1'-0"S-303
Q SECTION
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
GRAPHIC SCALE:
- R
EV
IS
ED
T O
S H
O W
W
AT
ER
PR
O O
FI
G
1/2"
1/2"
3/4"
CONTRACTION JOINT SEALANT DETAIL
CONSTRUCTION JOINT SEALANT DETAIL
EXPANSION JOINT SEALANT DETAIL
INITIAL 1/8" SAW CUT
SEALANT SHALL BE 1/8"
BELOW FINISHED GRADE
SEALANT PER FLOOR
SEALANT MANUFACTURE
REQUIREMENTS
SEALANT SHALL BE 1/8"
BELOW FINISHED GRADE
SEALANT SHALL BE 1/8"
BELOW FINISHED GRADE
NON-EXTRUDING PREMOLDED
COMPRESSIBLE MATERIAL
SEALANT PER FLOOR
SEALANT MANUFACTURE
REQUIREMENTS
SEALANT PER FLOOR
SEALANT MANUFACTURE
REQUIREMENTS
SEE MANUFACTURERS SPEC.
EQUIPMENT FURNISHED EDGE OF EQUIP.EDGE OF EQUIP.
6X6-W2.9XW2.9 W.W.F.
CENTERED IN SLAB
#3 @ 24" O.C.
@ PERIMETER
SEE PLAN FOR SLAB
THICKNESS AND REINF.
4"4"
TY
P.6"
VAPOR BARRIER,
TYP.
6" CAPILLARY
WATER BARRIER, TYP.
EQUIPMENT PAD DETAIL
SE
E
N O
TE
1'
0" TY
P.6"
SEE MANUFACTURER'S SPEC.
EQUIPMENT FURNISHED
TYP.
6"
TYP.
6"
3/4" CHAMFER, TYP.
#4 @ 12" EACH WAY, TOP AND BTM.
EXTERIOR EQUIPMENT PAD DETAIL
NOTE:
* USE 2'-0" FOR GENERATOR PAD.
AREA PAVING,
SEE CIVIL DRAWINGS, TYP.
1/2" EXP. JNT. MATERIAL,
TYP.
T/
TY
PI
C
AL SE
E
PL
AN
SAW CUT JOINT,
1/8"X1/4" OF THICKNESS
OF SLAB
REINFORCEMENT
VAPOR BARRIER, TYP.CAPILLARY WATER
BARRIER, TYP.
CONTROL JOINT (CJ)
FORMED EDGE
REINFORCED
CONCRETE
STOP REINFORCEMENT
2" EACH SIDE OF JOINT
PL
AN
SE
E
T/
TY
PI
C
AL
CAPILLARY WATER
BARRIER, TYP.
VAPOR BARRIER, TYP.
CONSTRUCTION JOINT (CTJ)
FINISH FLOOR
0' - 0"
CONC. FLOOR SLAB,
SEE SCHED.
COMPACTED
STRUCTURAL FILL
TYP.
6" CAPILLARY
MATERIAL, TYP.
CONT. MOISTURE
BARRIER, TYP.
(4) #5 BARS CONT.#5 @ 10" O.C.,
TYP.
M
IN
6"
NOTES:
1. RAISE OR LOWER THE REINFORCING TO CLEAR THE PIPE SLEEVE.
2. COORDINATE SIZE AND LOCATION ON PIPE WITH MECHANICAL DRAWINGS.
PIPE SLEEVE, PIPES SHALL CLEAR
SLEEVES BY 1" ALL AROUND -
SEAL ALL AROUND, TYP.
M
IN
1"
C
LR
8" CMU BLOCK
S-501
FINISH FLOOR
0' - 0"
9" MIN.
M
IN
6"
PIPE SLEEVE, PIPES SHALL CLEAR
SLEEVES BY 1" ALL AROUND -
SEAL ARROUND, TYP.
(4) #5 BARS, TYP.
#5 @ 10" O.C., TYP.
SEE MANUFACTURERS SPEC.
LOCKER FURNISHED EDGE OF LOCKEREDGE OF LOCKER
6X6-W2.9XW2.9 W.W.F.
CENTERED IN SLAB
#3 @ 24" O.C.
@ PERIMETER
SEE PLAN FOR SLAB
THICKNESS AND REINF.1/2"1/2"
TY
P.
3/
8"
LOCKER BASE DETAIL
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
DE
SC
R I
PT
IO
N
EG
LI
N
AF
B, F
LO
R I
DA
S-501
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
S.
E
LL
ZE
Y
J.
B
AI
LE
Y
G . W
HI
G
HA
M
J.
O
RT
IZ
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 002
M O
BI
LE
, A
LA
BA
M
A
TY
PI
CA
L
ST
R U
CT
UR
AL
S
LA
B
DE
TA
I L S
6" = 1'-0"
DETAIL - SLAB SEALANT DETAILS
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
GRAPHIC SCALE:
3/4" = 1'-0"
TYPICAL PIPE THRU FOUNDATION
3/4" = 1'-0"
SECTION
M
AR
K
DA
TE
AM
EN
D M
EN
T
1/
/2
- R
EV
IS
ED
T O
S H
O W
L O
C
KE
R B
AS
E
D
ET
AI
109876532
DD
BB
AA
3.2 3.9
E
B.7
B.4
C
C
B.3
ROOM
AIDEWS #2 LAB
AIDEWS POD LAB
AIDEWS LAB
WAREHOUSE
MECHANICAL
ELECTRICAL
COMMUNICATIONS
ACES LAB
DEWS LAB
ALQ184/ALE-50 LAB
DIGITAL POD LAB
ALQ-213 LAB
ALR-56M/ALE-47 LAB
ALQ131 WORLD LAB
NONSECURE CUBICLES
LARGE CONFERENCE
HERITAGE ROOM
LAB CONFERENCE
LAB STORAGE
LOBBY
ELEV EQT
ALQ-131 DRE #2 LAB
ALQ-131 DRE LAB
ALQ-131 JOR/THA LAB
STAIR
CORR
115 CORR
JANT
WOMEN
MEN
STAIR
SIPR ROOM
137MECHANICAL
BLDG MANAGER
STORAGE
STORAGE
115A
7B
0D
110C
110A
110B
5C
115B
134A
134B
116B
3A133B
1B
131A
7A
6A
0A
120B
4B12
3B
3A
123C
4A
8A 118B
5A
127B
125B
117B
7A
1A
121B
2B
122A
6' - 0"
CORR
116C
CORR
116B
CORR
116A
4A
107A
AIR BARRIER BOUNDARY
A-002
A-002
109876532
D
B
A
3.2 3.9
E
B.7
B.4
C
B.3
OPEN OFFICE
CONF
CC
DO
TA
RECEPTION
SECRETARY
ADO
DMA
MA
COMM ROOM
STORAGE
MECHANICAL
SECURITY EQUIPMENT
219A
ATTIC
FLIGHT CC
FLIGHT CC
LOBBY
NATO AREA
WOMEN RESTROOM
MEN RESTROOM
STAIR 1
STAIR
JANT
CORR
STORAGE
DDS SERVER ROOM
TD OFFICE
SIPR ROOM
AIR BARRIER BOUNDARY
A-002
A-002
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D B AC
1ST FLOOR
0"
2ND FLOOR
16' - 0"
B AC
LEGEND:
AIR / VAPOR BARRIER PROTECTED AREA
AIR / VAPOR BARRIER LOCATION
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-002
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
A I R
BA
RR
IE
R
PL
AN
S
AN
D
SE
CT
IO
N S
1/16" = 1'-0"A-002
1 FIRST FLOOR PLAN AIR BARRIER BOUNDARY
1/16" = 1'-0"A-002
2 SECOND FLOOR PLAN AIR BARRIER BOUNDARY
1/16" = 1'-0"A-002
3 AIR BARRIER SECTION
1/16" = 1'-0"A-002
4 AIR BARRIER SECTION SINGLE STORY
NOTES:
1. SEE SHEET A-001 FOR SYMBOLS, ABBREVIATIONS, LEGENDS, AND DRAWING
CONVENTIONS
2. FOR BUILDING AIR BARIER REQUIREMENTS AND PRESSURE TESTING
REQUIREMENTS, SEE SPECIFICATONS SECTIONS 07 15 00, 07 27 00.00 10
3. SEAL ALL PENETRATIONS OF THE AIR BARRIER AND VERIFY INTEGRITY PRIOR
TO COVERING WITH OTHER MATERIALS
4. SECTIONS ON THIS SHEET ARE SCHEMATIC, SEE DETAILED BULDING
SECTIONS AND SPECIFICATIONS FOR SPECIFICS ON AIR BARRIER LOCATION
AND INSTALLATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
BO
U
N D
AR
Y
N O
TE
U
PD
AT
ED
DD
BB
AA
A-201
A-201
ROOM
AIDEWS #2 LAB
AIDEWS POD LAB
AIDEWS LAB
WAREHOUSE
MECHANICAL
ELECTRICAL
COMMUNICATIONS
ACES LAB
DEWS LAB
ALQ184/ALE-50 LAB
DIGITAL POD LAB
ALQ-213 LAB
ALR-56M/ALE-47 LAB
ALQ131 WORLD LAB
NONSECURE CUBICLES
LARGE CONFERENCE
HERITAGE ROOM
LAB CONFERENCE
LAB STORAGE
0'
1/ 2"
LOBBY
ELEV EQT
ALQ-131 DRE #2 LAB
ALQ-131 DRE LAB
ALQ-131 JOR/THA LAB
STAIR
CORR
115 CORR
JANT
WOMEN
MEN
STAIR
228' - 10"
29' - 0" 26' - 0" 29' - 0" 28' - 7" 28' - 7" 27' - 10" 13' - 5 1/4" 43' - 9 3/4"
SIPR ROOM
137MECHANICAL
BLDG MANAGER
STORAGE
STORAGE
115A
7B
0D
110C
110A
110B
5C
115B
134A
134B
116B
3A
133B
1B
131A
7A
6A
0A
120B
4B12
3B
3A
123C
4A
8A 118B
5A
127B
125B
117B
7A
1A
121B
2B
122A
173' - 0" 55' - 10"
6' - 0"
TO
F
AC
E
O F
ST
R
U C
TU
R
AL
M
AS
O
N R
Y
TO
F
AC
E
O F
ST
R
U C
TU
R
AL
M
AS
O
N R
Y
3.2 3.9
E
B.7
B.4
C
C
CORR
116C
CORR
116B
CORR
116A
A-202
A-204
4A
107A
B.3
TO FACE OF STRUCTURAL MASONRY
125' - 4" 25' - 1 1/2"
TO FACE OF STRUCTURAL MASONRY
21' - 2 1/2"
TO FACE OF STRUCTURAL MASONRY
55' - 9 1/2"
2'
4"
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
X WALL TYPE SEE SHEETS A-601
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-621
000 ROOM NUMBER SEE SHEET A-602 FINISH SCHEDULE
DOOR NUMBER SEE SHEET A -611 DOOR SCHEDULE
1-HR FIRE RATED WALLS
CONTINUOUS AIR BARRIER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-101
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
CO
M
PO
SI
T E P
LA
N
FI
R S
T
FL
O O
R
3/32" = 1'-0"A-101
1 FIRST FLOOR PLAN
PLAN NORTH
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
TE
XT
R
EM
O
VE
D F
R O
M L
EG
EN
ROOM
AIDEWS #2 LAB
AIDEWS POD LAB
AIDEWS LAB
ACES LAB
DEWS LAB
ALQ184/ALE-50
LAB
DIGITAL POD LAB
ALQ-213 LAB
ALR-56M/ALE-47
LAB
ALQ131 WORLD
LAB
NONSECURE
CUBICLES
LARGE
CONFERENCE
HERITAGE ROOM
LAB CONFERENCE
LAB STORAGE
A-301
LOBBY
ELEV EQT
ALQ-131 DRE #2
LAB
ALQ-131 DRE LAB
ALQ-131 JOR/THA
LAB
STAIR
CORR
CORR
6' - 5 1/4"
JANT
WOMEN
MEN
STAIR
76532
D
B
A
MECHANICAL
BLDG MANAGER
STORAGE
STORAGE
A-301
29' - 6 1/2" 29' - 3" 29' - 4"
2'
1/
2"
3' - 5 1/2"
A-310
A-310
A
A
A
A1
A1
A1
A
A1
A1
A1
A1
A1
A1
A1
A1
A1
A
A H
A
A
A
A
HHH
A
A
A
G
A
A
A
A
A
A
H
H
H
H
H
H H
H
H
A A
B
A
B1
B1
B1
B1
E1
E1
E1
C
B1
S2
S2
S2
104B
4A
7B
110C
110B
5C
110A
115B
115A
122A
2B
3A
3B
123C
1A
121B
4A
8A
117B
7A 118B
4B
127B
125B
0A
120B
5A
3A
133B
1B
131A
7A
A-401
A-404
A-410
1'
4"
/2
3'
4"
50' - 8" 3' - 4"
4'
0" 3'
4"
3' - 4" 13' - 4" 3' - 4 1/4"
3' - 4" 3' - 4"
5'
4" 4'
0"
5'
4" 7'
8"
5'
4" 4'
0"
5'
4" 4'
0"
5'
4"
A-310
3'
4"
3.2 3.9
E
B.7
B.4
C
A-420
3'
4" 3'
4"
A-422
EQ
EQ
EQ
EQ
CORR
116A
CORR
116B
CORR
116C
6'
5"
19' - 1 1/4" 29' - 4" 40' - 0"
/4
6'
5"
29' - 6 1/2" 29' - 3" 29' - 4"
A-204
0D
6A
A-311
A-311
A-310
Sim
A-310
A-311
A-330
A-330
A-330
A-330
A-330
A-330
A-330
A-330
A-330
A-330
A-330
A-331
A-331 3 A-331
A-330
Sim A-330
Sim
A-330
Sim
A-331
A-331
A-331
A-331
A-331 10 S3
A-332
5'
8"
6'
5"
1'
2" 9'
6"
11' - 11" 11' - 5" 6 1/2"
3'
/2
/2
15' - 7 5/8"
6 1/2" 18' - 4 1/4"
/8
4'
6"
1/ 4"
A-302
S1
S1
3'
4"
8" 12' - 0" 8"
A
125' - 4" 25' - 1 1/2"
1'
4"
CW-A
CW-B
CW-B
CW-B
CW-C
CW-B
A-332
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
3'
6"
ICE
MACHINE
KNOX BOX LOCATION
SEE SHEET A-422
A-312
19' - 4" 3' - 4" 12' - 8" 90' - 5" 3' - 4"
7' - 9 1/4" 5' - 7"
6' - 1"
5'
1/
2"
A1
3'
4"
2'
9" 3'
8" 1' - 6"
47' - 10 3/4" 5' - 7 1/2"
1'
4"
1' - 4"
A1
SEE NOTE 3
SEE NOTE 3 SEE NOTE 3
SEE NOTE 3
SEE
NOTE 3
SEE NOTES 3 & 4
SEE NOTES 3 & 4
107A
X WALL TYPE SEE SHEETS A-601
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-621
000 ROOM NUMBER SEE SHEET A-602 FINISH SCHEDULE
DOOR NUMBER SEE SHEET A -611 DOOR SCHEDULE
1-HR FIRE RATED WALLS
CONTINUOUS AIR BARRIER
KEY PLAN
NTS
PLAN NORTH
GENERAL NOTES:
1. MASONRY WALL DIMENSIONS ARE MEASURED FROM FACE OF BLOCK.
2. STUD WALL DIMENSIONS ARE MEASURED FROM CENTER OF STUD.
3. CONCRETE LANDING ADJACENT TO EXTERIOR DOORS SHALL BE LEVEL
FOR A MINIMUM OF 5'-0" SEE CIVIL DRAWINGS FOR SLOPE TO
SIDEWALK. TYPICAL ELEVATIONS OUTSIDE EXTERIOR DOORS
SHALL BE AS SHOWN BELOW. MAX SLOPE ALLOWED FOR
LANDING SHALL BE 1/4" PER 12"
4. LARGER CONCRETE ADJACENT TO EXTERIOR DOORS SHALL
SLOPE AWAY FROM THE BUILDING AT A RATE NOT TO
EXCEED 1/4" PER 12"
6' - 0" TYP.
5'
0" U
.N .O
FFE 67.5
67.47967.354 TYP.
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-102
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
FI
RS
T F L
O O
R
PL
A N W
ES
T
1/8" = 1'-0"A-102
1 FIRST FLOOR PLAN
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
TE
XT
R
EM
O
VE
D F
R O
M L
EG
EN
ROOM
AIDEWS #2 LAB
AIDEWS LAB
WAREHOUSE
MECHANICAL
ELECTRICAL
COMMUNICATIONS
138LAB STORAGE
CORR
6'
5"
/8
3/
4" 6'
5"
/4 " 11
/2
4'
6"
/4
/8
STAIR
10987
D
D
BB
AA
A-201
9'
8"
6'
0"
/4
3'
6" 3'
4"
7'
1/
4"
2'
4"
A-301
SIPR ROOM
A
A
A
G
A
A
A
A
A
H
D
D
D1
D
D1
D1
D1
D1 122A
5A
3A
1B
131A
134A
134B 116B
1'
4"
CC
CORR
116C
6A
A-310
A-311
____________________________________________________A-330
A-330 12 A-331
A-330
Sim
A-331
A-332
A-332
21' - 6 7/8"
4'
6"
1/ 4"
9'
6"
21' - 2 1/2" 55' - 9 1/2"
A-302
12' - 0 5/8" 16' - 8"
0"
FR
O
M F
AC
E
O F
M
AS
O N
R Y
6' - 7 1/4" 10"3' - 4"
/4
B.3
D1
D1D1
2'
7"
"BOILER
135A
135A
10' - 8"
1'
4"
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
A-423
A-312
3' - 4"
6' - 4" 10"
3 3/8"
21' - 2 1/2"
SEE NOTE 3
SEE
NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTE 3
SEE NOTES 3 & 4
PLAN NORTH
KEY PLAN
NTS
X WALL TYPE SEE SHEETS A-601
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-621
000 ROOM NUMBER SEE SHEET A-602 FINISH SCHEDULE
DOOR NUMBER SEE SHEET A -611 DOOR SCHEDULE
1-HR FIRE RATED WALLS
CONTINUOUS AIR BARRIER
GENERAL NOTES:
1. MASONRY WALL DIMENSIONS ARE MEASURED FROM FACE OF BLOCK.
2. STUD WALL DIMENSIONS ARE MEASURED FROM CENTER OF STUD.
3. CONCRETE LANDING ADJACENT TO EXTERIOR DOORS SHALL BE LEVEL
FOR A MINIMUM OF 5'-0" SEE CIVIL DRAWINGS FOR SLOPE TO
SIDEWALK. TYPICAL ELEVATIONS OUTSIDE EXTERIOR DOORS
SHALL BE AS SHOWN BELOW. MAX SLOPE ALLOWED FOR
LANDING SHALL BE 1/4" PER 12"
4. LARGER CONCRETE ADJACENT TO EXTERIOR DOORS SHALL
SLOPE AWAY FROM THE BUILDING AT A RATE NOT TO
EXCEED 1/4" PER 12"
6' - 0" TYP.
5'
0" U
.N .O
FFE 67.5
67.47967.354 TYP.
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-103
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
FI
RS
T F L
O O
R
PL
A N E
AS
T
1/8" = 1'-0"A-103
1 FIRST FLOOR PLAN
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
TE
XT
R
EM
O
VE
D F
R O
M L
EG
B
A
OPEN OFFICE
CONF
CC
DO
TA
RECEPTION
SECRETARY
ADO
DMA
MA
COMM ROOM
STORAGE
MECHANICAL
SECURITY EQUIPMENT
219A
ATTIC
FLIGHT CC
FLIGHT CC
LOBBY
202 NATO AREA
WOMEN RESTROOM
MEN RESTROOM
STAIR 1
STAIR
JANT
CORR
5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4"8' - 8 1/4" 5' - 4" 6' - 8" 5' - 4" 6' - 8"
19' - 4" 5' - 4" 14' - 8" 12' - 0" 13' - 4" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 11' - 0"
STORAGE
DDS SERVER ROOM
TD OFFICE
SIPR ROOM
5'
4" 4'
0"
5'
4" 7'
8"
5'
4"
5'
4"
5'
4"
/2
10' - 9 1/4" 5' - 4" 10' - 4 3/4"
18' - 8"
3'
4" 6'
8"
3'
4"
3.2 3.9
E
B.7
B.4
C
B.3
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
125' - 4" 26' - 6" 21' - 2"
173' - 0"
EQUIPMENT ROOM
225A
X WALL TYPE SEE SHEETS A-601
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-621
000 ROOM NUMBER SEE SHEET A-602 FINISH SCHEDULE
DOOR NUMBER SEE SHEET A -611 DOOR SCHEDULE
1-HR FIRE RATED WALLS
CONTINUOUS AIR BARRIER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-104
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
C O M
PO
SI
TE
P
LA
N
SE
C O
ND
F
LO
O
R
3/32" = 1'-0"A-104
1 SECOND FLOOR PLAN
PLAN NORTH
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
TE
XT
R
EM
O
VE
D F
R O
M L
EG
OPEN OFFICE
CONF
CC
TA
RECEPTION
ADO
DMA
MA
COMM ROOM
STORAGE
MECHANICAL
SECURITY
EQUIPMENT
219A
A-301
FLIGHT CC
FLIGHT CC
LOBBY
202 NATO AREA
WOMEN
RESTROOM
MEN RESTROOM
STAIR 1
STAIR
JANT
CORR
9876532
D
B
A
29' - 0" 26' - 0" 29' - 0" 28' - 7" 28' - 7" 27' - 10" 13' - 5 1/4"
5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 19' - 3 3/4"8' - 8 1/4" 5' - 4" 6' - 8" 5' - 4" 6' - 8"
19' - 4 1/4" 5' - 4" 10' - 7 3/4" 3' - 4 1/4"8" 12' - 0" 8"3' - 4 1/4" 9' - 3 3/4" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 10' - 8" 5' - 4" 6' - 8" 5' - 4" 6' - 8" 5' - 4" 11' - 1"
A-301
TD OFFICE
SIPR ROOM
DDS SERVER
ROOM
SECRETARY
STORAGE
DO
A-310
A-310
A
A
A
A
A
A
A
A
A
A
A
AA
A
A
A
S1
S2
S1
S2S2 A
A
A
A
A
A
A
A1
A1
A1
A1
B1
A
A
B1 E
A
A A
A
A
H201
208209
211 210
3A
3B
A-411
A-310
1 3.2 3.9
E
B.7
B.4
C
B
A
A
S3
A-311
A-311
A-310
Sim
A-310
A-311
A-332
A-332
Sim
A-332
Sim
A-332
Sim
A-332
A-331
Sim
A-331
Sim
A-331
Sim
A-331
Sim A-332
A-332
A-332
A-331
Sim
A-331
Sim
A-331
Sim A-332
A-332
A-332
A-332
Sim
A-332
Sim
A-332
Sim
A-330
Sim23' - 8"
9' - 10" 5' - 11 7/8" 7' - 10 7/8"
13' - 1"
3'
0" 5'
7"
29' - 8 3/8"
10' - 6"
5' - 0" 7' - 10" 101' - 8"19
5/ 8"
2' - 8"
8' - 3" 9' - 6" 16' - 0" 8' - 6" 7' - 7"
7'
8" 2'
4"
/4
7'
1/
4"
12' - 7" 8' - 5" 2' - 9 1/2"
A-302
A-401
A-404
B.3
A-330
Sim
CW-D CW-D CW-D CW-D CW-D CW-D CW-D CW-D
CW-D
CW-D
CW-B
CW-C
CW-B
CW-B
CW-B
CW-D CW-A CW-D CW-D CW-D CW-D CW-D CW-D CW-D CW-D
M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
12' - 7"
A1
EQUIPMENT
ROOM
225A
5A
5'
6"
A
A
STORAGE
228A
7' - 8 1/4" 4 7/8" 7' - 6"
ELECTRICAL
9A
A-622
A-312
A-424
A-330
Sim
1' - 4"
5' - 5"
8'
1/
2"
9'
1/
4" 8'
7"
10' - 5" 38' - 5"
A1
A1
E
9'
6"
9' - 10" 15' - 0"
A
A-622
X WALL TYPE SEE SHEETS A-601
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-621
000 ROOM NUMBER SEE SHEET A-602 FINISH SCHEDULE
DOOR NUMBER SEE SHEET A -611 DOOR SCHEDULE
1-HR FIRE RATED WALLS
CONTINUOUS AIR BARRIER
KEY PLAN
NTS
PLAN NORTH
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
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N
A M E:
IS
SU
E D A
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CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-105
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
SE
CO
ND
F
LO
O
R
PL
AN
1/8" = 1'-0"A-105
1 SECOND FLOOR PLAN
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
TE
XT
R
EM
O
VE
D F
R O
M L
EG
EN
B
A
A-201
A-201
A-201
A-201
2" / 1'-0"
2"
1' -0
2"
1'
-0
2" / 1'-0"
2" / 1'-0"
2"
1' -0
2"
1'
-0
16' - 10 3/8"
2"
1' -0
2" / 1'-0" 2" / 1'-0"
1 3.2 3.9
E
B.7
B.4
C
A-511
Sim
____________________________________________________ 2 A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
A-511
Sim
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' X 5'
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' DEPTH
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' X 10'
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOORS BELOW, TYP.
5' DEPTH
B.3
3'
1/
8"
VENT PIPE
SEE PLUMBING DRAWINGS
VENT PIPE
SEE PLUMBING DRAWINGS
STANDING SEAM METAL ROOF SYSTEM
ALUMINUM GUTTER SYSTEM, TYP.
ALUMINUM GUTTER SYSTEM, TYP. M
AT
C H
LI
N
E
M
AT
C H
LI
N
E
A-511
Sim
A-511
Sim
A-002
A-002
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-120
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
RO
O
F
PL
AN
3/32" = 1'-0"A-120
1 ROOF PLAN
SCALE:
0 8' 16'
1/8" = 1' - 0"
8' 16'
PLAN NORTH
NOTES:
1. REFER TO SHEETS A-201 THROUGH A-204 FOR
DOWNSPOUT LOCATIONS
2. REFER TO A-511 FOR ROOF DETAILS
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
C
AN
O
PY
N O
TE
S
U
PD
AT
ED
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
109876532 4
228' - 10"
1 3.2 3.9
CURTAIN WALL WINDOW,
FIXED (TYP.)
ALUMINUM GUTTER SYSTEM
DOWNSPOUT, TYP.
STANDING SEAM METAL
ROOFING SYSTEM
SPLIT-FACE
CMU VENEER
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
MASONRY EXPANSION JOINT
LOCATED ABOVE CMU BAND
LOCATE VERTICAL
MASONRY EXPANSION
JOINT CENTERED BEHIND
DOWNSPOUT, TYP.
TO CL D.S.
3' - 2"
TO CL D.S.
40' - 2"
TO CL D.S.
40' - 0"
TO CL D.S.
28' - 0"
TO CL D.S.
13' - 10"
TO CL D.S.
26' - 7 3/4"
TO CL D.S.
19' - 6" 1' - 9"
TYP.
5' - 3 3/4"
TYP.
5' - 4 1/4"5' - 5 3/4"
SEE MECHANICAL
BUILDING
NUMBER1333
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
10 9 8 7 6 5 3 24 13.23.9
CURTAIN WALL WINDOW,
FIXED (TYP.)
DOWNSPOUT, TYP. ALUMINUM GUTTER SYSTEM
STANDING SEAM METAL
ROOFING SYSTEM
SPLIT-FACE
CMU VENEER
BUILDING
NUMBER1333
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
TO CL D.S.
30' - 0"
TO CL D.S.
29' - 4"
TO CL D.S.
28' - 0"
TO CL D.S.
40' - 0"
TO CL D.S.
40' - 0"
TO CL D.S.
5' - 8"
CAST METAL PLAQUE
PER USER
5' - 4"5' - 4"
GLAZED CMU BAND
MASONRY
EXPANSION JOINT
LOCATED ABOVE
CMU BAND
LOCATE VERTICAL
MASONRY EXPANSION
JOINT CENTERED BEHIND
DOWNSPOUT, TYP.
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D B A
3' - 4"
E B.7 B.4C
STANDING SEAM METAL
ROOFING SYSTEM
ALUMINUM GUTTER SYSTEM
DOWNSPOUT, TYP.
CURTAIN WALL
SPLIT-FACE
CMU VENEER
CURTAIN WALL
WINDOW,
FIXED (TYP.)
TO CL D.S.
7' - 2"
TO CL D.S.
10' - 6"
TO CL D.S.
22' - 4"
TO CL D.S.
46' - 2"
LOCATE VERTICAL
MASONRY EXPANSION JOINT
CENTERED BEHIND
DOWNSPOUT, TYP.
MASONRY
EXPANSION JOINT
LOCATED ABOVE
CMU BAND
BUILDING
NUMBER
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
DBA EB.7 CB.3
STANDING SEAM METAL
ROOFING SYSTEM
ALUMINUM GUTTER SYSTEM
DOWNSPOUT, TYP.
SPLIT-FACE
CMU VENEER
TO CL D.S.
6' - 1"
TO CL D.S.
31' - 6"
TO CL D.S.
42' - 0"
TO CL D.S.
15' - 2"
TO CL D.S.
7' - 6"
LOCATE VERTICAL
MASONRY EXPANSION
JOINT CENTERED BEHIND
DOWNSPOUT, TYP.
MASONRY
EXPANSION JOINT
LOCATED ABOVE
CMU BAND
BUILDING
NUMBER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
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BY
SU
BM
IT
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BY
SI
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EC
K E D
BY
AN
SI
D
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N
A M E:
IS
SU
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CO
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R A
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N O
SO
LI
CI
T A
TI
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N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-201
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
O
VE
RA
LL
B
UI
LD
IN
G E
LE
VA
TI
O
NS
3/32" = 1'-0"A-201
1 SOUTH ELEVATION
3/32" = 1'-0"A-201
2 NORTH ELEVATION
3/32" = 1'-0"A-201
3 WEST ELEVATION
3/32" = 1'-0"A-201
4 EAST ELEVATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
ROOF
32' - 0"
10 9 8
M
AT
C H
LI
N
E
A-311
A-302
SPLIT-FACE CMU VENEER
ALUMINUM GUTTER SYSTEM
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' DEPTH
STANDING SEAM METAL ROOFING SYSTEM
DOWNSPOUT, TYP.
TO CL D.S.
2' - 6"
TO CL D.S.
2' - 6"
M
AT
C H
LI
N
E
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
A-301
7 6 5 3 24
A-310
A-310
A-310
13.23.9
M
AT
C H
LI
N
E
A-310
A-311
9'
0"
SPLIT-FACE CMU VENEER
GLAZED CMU COURSE
CURTAIN WALL WINDOW, TYP.
FIXED
ALUMINUM GUTTER SYSTEM
STANDING SEAM METAL ROOF SYSTEM
DOWNSPOUT, TYP. GLAZED CMU COURSE
TO DS
5' - 2"
TO CL D.S.
5' - 4"
TO CL D.S.
5' - 4" TYP.
BRONZE DIMENSIONAL LETTERS
A-312
CAST METAL PLAQUE
PER USER
5'
0" H
EI
G
H T
5'
0" H
EI
G
H T
5'
0" H
EI
G
H T
5'
0" H
EI
G
H T
5'
0" H
EI
G
H T
M
AT
C H
LI
N
E
3'
4"
3'
4"
BUILDING
NUMBER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
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BY
SI
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CH
EC
K E D
BY
AN
SI
D
FI
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N
A M E:
IS
SU
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CO
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R A
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N O
SO
LI
CI
T A
TI
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N
NO
PR
O
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C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-202
C O
NS
TR
UC
T
FO
R E
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N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
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BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
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8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
EN
LA
RG
E D
N O
RT
H
E L
EV
AT
IO
N
1/8" = 1'-0"A-202
1 NORTH ELEVATION
1/8" = 1'-0"A-202
2 NORTH ELEVATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
ROOF
32' - 0"
A-301
76532 41
M
AT
C H
LI
N
E
A-310
A-311
____________________________________________________ 1 A-302
SPLIT-FACE CMU VENEER
GLAZED CMU COURSE
CURTAIN WALL WINDOW, TYP.
FIXED
ALUMINUM GUTTER SYSTEM
STANDING SEAM METAL ROOF SYSTEM
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' X 5'
DOWNSPOUT, TYP.
GLAZED CMU COURSE
TO DS
3' - 0"
TO CL D.S.
1' - 9"
TO CL D.S.
3' - 2"
A-312
3'
4"
TO CL D.S.
5' - 4" TYP.
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
M
AT
C H
LI
N
E 4 A-310
A-311
A-302
SPLIT-FACE CMU VENEER
GLAZED CMU COURSE
ALUMINUM GUTTER SYSTEM
STANDING SEAM METAL ROOF SYSTEM
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' X 5'
DOWNSPOUT, TYP.
TO DS
3' - 0"
TO DS
2' - 0"
TO CL D.S.
1' - 9"
BUILDING
NUMBER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
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TE
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BY
SI
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EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-203
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
EN
LA
RG
E D
S O
UT
H
E L
EV
AT
IO
N
1/8" = 1'-0"A-203
1 SOUTH ELEVATION
1/8" = 1'-0"A-203
2 SOUTH ELEVATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D B A
A-301
E B.7 B.4C
3' - 4"
A-311
A-311
A-302
SPLIT-FACE CMU VENEER
GLAZED CMU COURSE
CURTAIN WALL
WINDOW, TYP.
FIXED
ALUMINUM GUTTER SYSTEM
STANDING SEAM METAL ROOF SYSTEM
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
ABOVE DOOR BELOW, TYP.
5' X 5'
DOWNSPOUT, TYP.
GLAZED CMU COURSE
TO CL D.S.
7' - 2"
A-312
____________________________________________________TO CL D.S.
5' - 4"
TO CL D.S.
3' - 10"
TO CL D.S.
3' - 10"
BUILDING
NUMBER
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
DBA
A-301
EB.7 C
A-311
A-311
A-302
B.3
TO DS
7' - 0"
TO DS
15' - 0"
A-312
BUILDING
NUMBER
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
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SU
BM
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BY
SI
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EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-204
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
EN
L A
RG
ED
E
AS
T
AN
D W
ES
T
EL
EV
AT
IO
NS
1/8" = 1'-0"A-204
1 WEST ELEVATION
1/8" = 1'-0"A-204
2 EAST ELEVATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
R=15
CONTINUOUS AIR AND
VAPOR BARRIER
8" CONCRETE BLOCK
GROUT FILLED
3" METAL FURRING
5/8" GYPSUM BOARD
A-622
CONCRETE SLAB
SEE STRUCTURAL
COMPACTED FILL
MATERIAL, TYP.
A-510
A-622
GLAZED CMU BAND
2'
1/
4"
WEEP @ 24" O.C.
CONTINUOUS THRU-
WALL FLASHING
CONTINUOUS VAPOR
BARRIER, TYP.
A-321
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
R=15
CONTINUOUS AIR AND
VAPOR BARRIER
8" CONCRETE BLOCK
GROUT FILLED
1 1/2" METAL FURRING
5/8" GYPSUM BOARD
GLAZED CMU BAND
A-510
COMPACTED FILL
MATERIAL, TYP.
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB
SEE STRUCTURAL
A-320
WEEP @ 24" O.C.
CONTINUOUS THRU-
WALL FLASHING
A-321
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D
1'
4" 8"
8" 8"
EIFS SOFFIT
PREFINISHED METAL SOFFIT
5/8" GYPSUM SHEATHING
6" METAL STUD @ 16" O.C.
3" RIGID INSULATION R=15
SPLIT-FACE CMU VENEER
PREFINISHED METAL SOFFIT
ALUMINUM GUTTER
METAL DECK
E
A-613
GLAZED CMU
COURSE, BEYOND
A-613
A-320
A-510
2" RIGID INSULATION
R=10
CONTINUOUS VAPOR
BARRIER
CONCRETE SLAB
SEE STRUCTURAL
SLOPE AWAY FROM BUILDING
3' - 4"
25' - 4"
A-320
CURTAIN WALL
SEE A-621
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
D
A-510
A-622
A-622
SLOPE
A-613
A-613
SPLIT-FACE CMU
AIR SPACE
GLAZED CMU BAND
COMPACTED FILL
MATERIAL, TYP.
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB
SEE STRUCTURAL
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
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SU
BM
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BY
SI
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EC
K E D
BY
AN
SI
D
FI
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N
A M E:
IS
SU
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CO
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R A
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N O
SO
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T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
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2 3 4 5 6 7 8 9 10
D
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CR
IP
TI
O
N
EG
LI
N
AI
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FO
RC
E
BA
SE
, F
LO
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DA
A-310
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
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BI
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D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
W A L
L
SE
CT
IO
NS
1/2" = 1'-0"A-310
3 EXTERIOR WALL SECTION
1/2" = 1'-0"A-310
1 EXTERIOR WALL SECTION
1/2" = 1'-0"A-310
2 EXTERIOR WALL SECTION AT ENTRY
1/2" = 1'-0"A-310
4 EXTERIOR WALL SECTION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
1 1
2ND FLOOR
16' - 0"
ROOF
32' - 0"
A-320
A-622
A-510
A-622
CONCRETE SLAB
SEE STRUCTURAL
COMPACTED FILL
MATERIAL, TYP.
ALUMINUM CURTAIN
WALL SYSTEM
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION R=15
CONTINUOUS AIR
AND VAPOR BARRIER
8" CONCRETE BLOCK
GROUT-FILLED
1 1/2" METAL FURRING
5/8" GYPSUM BOARD
CONTINUOUS VAPOR
BARRIER, TYP.
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
A-320
26' - 0"
A-613
ALUMINUM
GUTTER
METAL DECK
PREFINISHED METAL SOFFIT
SPLIT-FACE CMU VENEER
3" RIGID INSULATION R=15
CONTINUOUS AIR AND VAPOR BARRIER
6" METAL STUD @ 16" O.C.
EIFS SOFFIT
PREFINISHED METAL SOFFIT
A-510
SLOPE AWAY FROM BUILDING
GLAZED CMU COURSE,
BEYOND
CONCRETE SLAB
SEE STRUCTURAL
5/8" GYPSUM SHEATHING
A-320
CURTAIN WALL SYSTEM
SEE A-621
1ST FLOOR
0"
2ND FLOOR
16' - 0"
COMPACTED FILL
MATERIAL
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB
SEE STRUCTURAL
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
R = 15
CONINUOUS AIR AND
VAPOR BARRIER
8" CONCRETE BLOCK
GROUT FILLED
A-510
STANDING SEAM METAL ROOFING SYSTEM
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
AA-510
COMPACTED FILL
MATERIAL, TYP.
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB
SEE STRUCTURAL
GLAZED CMU BAND
5/8" GYPSUM BOARD
3" METAL FURRING
8" CONCRETE BLOCK
GROUT FILLED
CONTINUOUS AIR AND
VAPOR BARRIER
3" RIGID INSULATION
R-15
AIR SPACE
SPLIT-FACE CMU
A-321
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
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BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
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N
A M E:
IS
SU
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CO
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R A
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N O
SO
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CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-311
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
W A L
L
SE
CT
IO
NS
1/2" = 1'-0"A-311
1 EXTERIOR WALL SECTION
1/2" = 1'-0"A-311
2 EXTERIOR WALL SECTION
1/2" = 1'-0"A-311
4 EXTERIOR WALL SECTION
1/2" = 1'-0"A-311
3 WALL SECTION AT LAB SPACE
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
A-510
SLOPE
A-613
AT
T
H
IS
L O
C
AT
IO
N
O N
LY
COMPACTED FILL
MATERIAL, TYP.
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB
SEE STRUCTURAL
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
R = 15
CONTINUOUS AIR AND
VAPOR BARRIER
8" CONCRETE BLOCK
GROUT FILLED
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
GUTTER SHALL BE INTEGRAL
W/ ALUMINUM FRAME, TYP.
1ST FLOOR
0"
2ND FLOOR
16' - 0"
ROOF
32' - 0"
A
TY
PI
C
AL
E
LE
VA
TI
O N
9'
0"
A-510
A-622
A-622
A-613
A-613
COMPACTED FILL
MATERIAL, TYP.
2" RIGID INSULATION
R=10
CONTINUOUS VAPOR
BARRIER, TYP.
CONCRETE SLAB,
SEE STRUCTURAL
EXTRUDED ALUMINUM FRAME
SUSPENDED CANOPY UNIT
GUTTER SHALL BE INTEGRAL
W/ ALUMINUM FRAME, TYP.
5' - 0"
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
R=15
CONTINUOUS AIR AND
VAPOR BARRIER
GLAZED CMU BAND
A-321
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
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BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
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N
A M E:
IS
SU
E D A
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CO
NT
R A
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N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-312
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
W A L
L
SE
CT
IO
NS
1/2" = 1'-0"A-312
1 SECTION THROUGH WAREHOUSE DOOR
1/2" = 1'-0"A-312
2 WALL SECTION THROUGH CANOPY
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
2ND FLOOR
16' - 0"
2'
1/
4"
9"
1" INSULATED TEMPERED
GLASS UNIT
ALUMINM CURTAIN
WALL SYSTEM
1/2" SOLID SURFACE SILL
P.T. WOOD BLOCKING
3" METAL FURRING CHANNEL
5/8" GYPSUM BOARD
8" CMU
1" INSULATED TEMPERED
SPANDREL GLASS UNIT
CONCRETE FLOOR SLAB
(SEE STRUCTURAL)
EXPANDING FOAM FIRE
STOP SEALED TO GLASS
3 5/8" METAL STUD
FASTENED TO STRUCTURE
10' - 8"
10' - 0"
5/8" GYPSUM BD. CEILING
3 5/8" METAL STUD
ACOUSTICAL CEILING TILE
GRID ANGLE AT FACE FOR
LAY-IN CEILING
2" RIGID INSULATION, R=10
11 1/2"
1ST FLOOR
0"
D 1' - 4"
CONCRETE SLAB, SEE STRUCTURAL
MORTAR TO FILL
CONTINUOUS THRU-WALL FLASHING
WEEP @ 24" O.C.
4" SPLIT-FACE CMU UNIT AT BASE OF WALL,
2 COURSES
SPLIT-FACE CMU VENEER
AIRSPACE
3" RIGID INSULATION, R=15
CONTINUOUS AIR AND VAPOR BARRIER
8" CONCRETE BLOCK, GROUT FILLED
3" METAL FURRING
5/8" GYPSUM BOARD
COMPRESSIBLE FILLER
MASONRY TIE, TYP.
1ST FLOOR
0"
2ND FLOOR
16' - 0"
CONCRETE SLAB AND FOUNDATION,
SEE STRUCTURAL
MORTAR TO FILL
CONTINUOUS THRU-WALL FLASHING
WEEP @ 24" O.C.
4" SPLIT-FACE CMU AT BASE OF WALL,
2 COURSES
SPLIT-FACE CMU BLOCK
AIRSPACE
3" RIGID INSULATION, R=15
CONTINUOUS AIR AND VAPOR BARRIER
8" CONCRETE BLOCK, GROUT FILLED
ACOUSTICAL CEILING TILE
STEEL STRUCTURE
SEE STRUCTURAL
SPRAY-APPLIED FIRE-PROOFING
1-HOUR FIRE RATED
CONCRETE ON METAL DECK
SEE STRUCTURAL
1-HOUR FIRE RATED UL TESTED ASSEMBLY
EXPANDING FOAM FIRE STOP, TYP.
1/2"GLAZED CMU COURSE
PROJECTS 1/2" OUTWARD
STEEL SUPPORT ANGLE
SEE STRUCTURAL
MASONRY EXPANSION JOINT
TY
P
6"
MASONRY TIE, TYP.
E
SPLIT-FACE CMU VENEER
AIR SPACE
3" RIGID INSULATION
6" METAL STUD
@ 16" O.C.
CONTINUOUS AIR AND
VAPOR BARRIER
5/8" GYPSUM SHEATHING
EIFS SOFFIT
RECESSED REGLET
RECESSED REGLET
PREFINISHED METAL SOFFIT
BRICK SHELF
SEE STRUCTURAL
25' - 4"
MASONRY TIES
ROOF
32' - 0"
SPLIT-FACE CMU
AIR SPACE
3" RIGID INSULATION
CONTINUOUS AIR AND VAPOR BARRIER
CONCRETE MASONRY UNIT
METAL FLASHING WITH DRIP EDGE
PREFINISHED ALUMINUM SOFFIT PANELS
SOFFIT FLASHING
WITH METAL DRIP
METAL DRIP
FLASHING
POST-HUNG METAL
GUTTER WITH
HOOK ATTACHMENT
STANDING SEAM ARCHITECTURAL METAL ROOF
PREFINISHED METAL
FASCIA PANEL
SOFFIT SUPPORT
PER MANUFACTURER
SOFFIT CLOSURE
P.T. WOOD BLOCKING
5/8" GYPSUM SHEATHING
PROTECTION BOARD
4" RIGID INSULATION, R=20
1/2" GYPSUM SHEATHING
METAL DECK, SEE STRUCTURAL
CONTINUOUS AIR AND VAPOR BARRIER
ICE AND WATER SHIELD
5/8" GYPSUM SHEATHING
3 5/8" METAL STUD @ 24" O.C.
4" MIN.
4" RIGID INSULATION R = 20
5/8" GYPSUM SHEATHING
PROTECTION BOARD
STANDING SEAM METAL ROOF
METAL CLOSURE PER MANUFACTURER
METAL FLASHING
COUNTER FLASHING WITH
CONTINUOUS CLEAT AND
HEMMED DRIP EDGE
CONTINUOUS THRU-WALL FLASHING WITH DRIP EDGE
STEPPED STEEL SUPPORT ANGLE
@ 4'-0" LENGTHS UNLESS OTHERWISE NOTED
ANGLE TO FOLLOW FLASHING PROFILE
SEE STRUCTURE FOR ANGLE SIZING
BATT INSULATION TO FILL
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-320
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
W
AL
L
DE
TA
I L
S
1 1/2" = 1'-0"A-320
2 SPANDREL DETAIL
1 1/2" = 1'-0"A-320
5 WALL BASE DETAIL
1 1/2" = 1'-0"A-320
3 WALL AT AUDITORIUM
1 1/2" = 1'-0"A-320
4 EXTERIOR OVERHANG DETAIL
1 1/2" = 1'-0"A-320
1 DETAIL AT STEPPED ANGLE
GENERAL NOTES:
1. MASONRY TIES SHALL L BE SPACED 24" O.C VERTICALLY AND 24" O.C.
HORIZONALLY
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
A-411
A-412
WOMEN
RESTROOM
MEN RESTROOM
JANT
OPEN OFFICE
E
F
F
E1
E
E1
A
A
A1
A
B1
E1
E
3'
0"
E
E1
F
FF
FF
E1
E
B1
1' - 4"
1' - 3 7/8"
4' - 9"
A1
SD
SD
MG
MG
SD MG
GB-2
GB-4
GB-2
GB-2
GB-4
GB-3
PTDWR
PTDWR
1' - 6" 1' - 6"
FSS
FSS
B
B
B
URN
TPD TPD
TPDTPD
SND
SND
DL DL DL DL DL DL DL DL DL DL
DL DL DL DL DL DL DL DL DL DLDLDLDLDL
5 1/2" 6' - 3" 14' - 9 1/8" 6' - 9 7/8"
4'
3/
4" 3'
0"
2'
9" 3'
0"
8'
7/
8"
7'
1/
4" 1'
0"
7'
6"
5'
0"
5' - 3"
12' - 3"
A-332
Sim
DRINKING
FOUNTAIN
FLOOR DRAIN
FLOOR
DRAIN
GB-2 GB-3
3' - 5 3/4" 3' - 0 3/8" 7' - 8 5/8"
B
F
TP
MOUNTED
AT 4'-0" AFF
TP
MOUNTED
AT 4'-0" AFF
SC
SCR
SC
SCR
EHD
EHD
TOILET ACCESSORY LEGEND:
(GB-1) GRAB BAR 42" LONG
(GB-2) GRAB BAR 36" LONG
(GB-3) ADA SHOWER GRAB BAR
(GB-4) GRAB BAR 18" LONG VERTICAL
(DL) DOUBLE TIER LOCKERS
(TPD) TOILET TISSUE DISPENSER
(MG) MIRROR, GLASS 3' TALL X 2' WIDE
(MH) MOP HOLDER
(PTDWR) COMB. PAPER TOWEL DISPENSER/
WASTE RECEPTACLE
(SND) SANITARY NAPKIN DISPOSAL
(SC) SHOWER CURTAIN
(EHD) ELECTRIC HAND DRYER
(FSS) FOLD DOWN SHOWER SEAT
(ADAS) ADA COMPLIANT SHOWER WITH SEAT
AND GRAB BARS
(SCR) SHOWER CURTAIN ROD
(SCT) CEILING MOUNTED
SHOWER CURTAIN
TRACK
(SD) SOAP DISPENSER,
SURFACE MOUNTED
(SH) SOAP HOLDER
(CH) COAT HOOK
(TPH) TOWEL PIN HOOK
(TP) TOILET PARTITION
(URS) URINAL SCREEN
(SCD) TOILET SEAT COVER
DISPENSER
(B) BENCH
(DF) DRINKING FOUNTAIN
2ND FLOOR
16' - 0"
TILE BASE
BENCH
1'
7"
11"
10"
A
SCT
SC
METAL LOCKERS
BENCH
10' - 0"
2ND FLOOR
16' - 0"
1' - 2 3/4"
TOILET
COMPARTMENT
MG
SD
PTDWR
SH
FSSB
ADAS
TILE BASE
TOILET
COMPARTMENT
A
SCT
SC
EHD
2ND FLOOR
16' - 0"
6"
TPD
SND
PTDWR
TOILET
COMPARTMENT
B
DL
TILE BASE
CONCRETE PAD 1' - 6"
6"
2ND FLOOR
16' - 0"
TOILET
COMPARTMENT
SHOWER CURTAIN
BENCH
METAL
LOCKERS
SHOWER CURTAIN TRACK
FU
R
R -D
O W
N D
IV
ID
ER
8'
0"
SHOWER CURTAIN TRACK LENGTH
6' - 0"
CONCRETE PAD
6"
1' - 6"
US Army Corps of Engineers ®
SHEET ID
U.
S.
A
RM
Y
CO
RP
S
O F
EN
G
IN
EE
RS
DR
AW
N
BY
DE
SI
G N E
D
BY
SU
BM
IT
TE
D
BY
SI
ZE
CH
EC
K E D
BY
AN
SI
D
FI
LE
N
A M E:
IS
SU
E D A
TE
CO
NT
R A
CT
N O
SO
LI
CI
T A
TI
O
N
NO
PR
O
JE
C T
N
UM
BE
R:
A
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
D
ES
CR
IP
TI
O
N
EG
LI
N
AI
R
FO
RC
E
BA
SE
, F
LO
RI
DA
A-411
C O
NS
TR
UC
T
FO
R E
IG
N M
IL
IT
AR
Y
SA
LE
S
FA
CI
LI
TY
M
O
BI
LE
D
IS
TR
IC
T
M . D
UN
N
M . D
UN
N
G . W
HI
G
HA
M
J.
M
. C
HI
LD
S
NO
VE
M
BE
R
W
8R
M
5F R8
AMENDMENT 0002
M O
BI
LE
, A
LA
BA
M
A
EN
LA
RG
ED
S E C
O
ND
F
LO
O R
RE
ST
RO
O
M
PL
AN
S
AN
D
EL
EV
A T
IO
NS
3/8" = 1'-0"A-411
7 ENLARGED SECOND FLOOR RESTROOM PLAN
3/8" = 1'-0"A-411
1 WOMEN RESTROOM 223 NORTH ELEVATION
3/8" = 1'-0"A-411
3 WOMEN RESTROOM 223 SOUTH ELEVATION
3/8" = 1'-0"A-411
2 WOMEN RESTROOM 223 WEST ELEVATION
3/8" = 1'-0"A-411
4 WOMEN RESTROOM 223 EAST ELEVATION
M
AR
K
DA
TE
AM
EN
D M
EN
T
/2
SH
O
W
ER
P
AN
EL
U
PD
AT
ED
2ND FLOOR
16' - 0"
URN TOILET
COMPARTMENT
FSS B
PTDWR
SD
GB-3
ADAS
SH
TILE BASE
TOILET
COMPARTMENT
1'
0"
SCR
SCT
SC SC
A
2ND FLOOR
16' - 0"
TILE BASE
SD
MG
A
SCT
SC
B
METAL LOCKERS
B
EHD
14' - 0"
2ND FLOOR
16' - 0"
TPD
SD
MG
SD
PTDWR
MG
TOILET
COMPARTMENT
TILE BASE
E1
2ND FLOOR
16' - 0"
TOILET
COMPARTMENT
SHOWER CURTAIN
SHOWER CURTAIN TRACK
6' - 0"
SCT
FU
R
R D
O W
N D
VI
D
ER
8'
0"
B
CONCRETE PAD
1' - 6"
TOILET ACCESSORY LEGEND:
(GB-1) GRAB BAR 42" LONG
(GB-2) GRAB BAR 36" LONG
(GB-3) ADA SHOWER GRAB BAR
(GB-4) GRAB BAR 18" LONG VERTICAL
(DL) DOUBLE TIER LOCKERS
(TPD) TOILET TISSUE DISPENSER
(MG) MIRROR, GLASS 3' TALL X 2' WIDE
(MH) MOP…
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