1611490 Dwg A-510.pdf
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A
AS SHOWN 7 1/8"
9"
AS
S H
O W
N
/4
CORNER GUARD
TO 4'-0" AFF
5/8" GWB ON 2-1/2"
METAL FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL DWGS
INSULATED PRECAST
CONCRETE PANEL
PANEL LOW POINT
PANEL HIGH POINT
9"
A-515
PREFINISHED 8" DIA METAL
DOWNSPOUT
9"
DOWNSPOUT BRACKET
FASTENED TO PANEL
SEALAND AND BACKER
ROD, EACH SIDE
B
1/
8"
11" 11"
CORNER GUARD
TO 4'-0" AFF
5/8" GWB ON 2-1/2"
METAL FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL DWGS
5/8" GWB ON 3 5/8"
METAL FRAMING
SOUND
ATTENUATION
BACKER ROD AND
SEALANT JOINT
9"
PANEL LOW POINT
PANEL HIGH POINT
C
/8
10 3/8"
CORNER GUARD TO 4'-0"
AFF
5/8" GWB ON 2-1/2" METAL
FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL DWGS
R
CORNER GUARD
TO 4'-0" AFF
5/8" GWB ON 2-1/2"
METAL FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL DWGS
/2
10 7/8"
REFER TO WALL TYPE
SHEETS FOR
ADDITIONAL INFO
ALIGN
BACKER ROD &
SEALANT
EXTERIOR BOLLARD.
SEE 4/C-607
2'
0"
INTERIOR PIPE BOLLARD, SEE
DETAIL 7/A-510
1'
4"
OVERHEAD COILING DOOR
SYSTEM & JAMB
INSULATED PRECAST
CONCRETE PANEL PANEL HIGH POINT
PANEL LOW POINT
STEEL TRIM CAST INTO JAMB & HEAD
CONDITIONS AT OVERHEAD DOOR
LOCATIONS, TYP 1 1/2" MIN EMBED
9" 9"
EXTERIOR
INTERIOR
5"
5"
B
CORNER GUARD
TO 4'-0" AFF
5/8" GWB ON 2-1/2"
METAL FRAMING
STEEL COLUMN, REFER
TO STRUCTURAL DWGS
2"
8"
5/
8"
3/ 8"
CONCRETE FILLED
MOUNDED TOP
8" EXTRA STRONG
CONCRETE FILLED PIPE
PAINT REFLECTIVE YELLOW
CONCRETE FILLED
MOUNDED TOP
℄ BOLLARD
4 - #6
ADDITIONAL 4 - #6
SLAB
TYP
SLAB
SLAB REINFORCING
NOT SHOWN FOR CLARITY
℄ BOLLARD
℄ BOLLARD
4 - #6 WELDABLE
REBAR
4 - #6 WELDABLE
REBAR
4'
0"
(T
YP
1/
2"
C
LE
AR
3"
1'
0"
(TYP)7"
SLAB REINFORCING
NOT SHOWN FOR
CLARITY
(TYP)
6 1/2"
SATISFACTORY TO DATE
APPROVED
ACTIVITY
FOR COMMANDER NAVFAC
SEAL
A/E INFO
A
B
C
D
1 2 3 4 5
A
B
C
D
SCALE:
CONSTR. CONTR. NO.
SHEET
NAVFAC DRAWING NO.
DES DRW CHK
OF
EPROJECT NO.:
D
EP
AR
TM
EN
T
O F
TH
E
N
AV
Y N
AV
AL
F
AC
IL
IT
IE
S
EN
G
IN
EE
R
IN
G S
YS
TE
M S
C O
M M
AN
D
DRAWFORM REVISION: 7 FEBRUARY 2019
DESIGN MANAGER
PROJECT MANAGER
CHIEF ENG/ARCH
FIRE PROTECTION
N A
VA
L
FA
C
IL
IT
IE
S
E N
G
IN
E E
R
IN
G S
YS
TE
M S
C O
M M
A N
D
S O
U
TH
E A
S T
N
AV
AL
A
IR
S
TA
TI
O N
J
AC
KS
O
N
VI
LL
E
AS NOTED
AECOM Technical Services, Inc.
7650 West Courtney Campbell Causeway Tampa, FL 33607 Tel: 813-286-1711
FDBPR LICENSE NO. CA8115
1 2 3 4 5
A D A
M
RYAN SKWIR S
K
AR99346
R E G
I STERED AR
HC
I T
EC
T
T A T
E
O F F LOR
I D A
S
ADAM RYAN SKWIRSK
LICENSE NO. AR99346
A-510
P
PL
AN
D
ET
AI
LS
ER
15174142
AS MM
N U
C
LE
A R
R E
G
IO
N A
L M
A
IN
TE
N
A N
C E
F A
C
IL
IT
Y
JASON WHITEHEAD
1611490
AMY HOFFER
ANTHONY DISANTO
KI
NG
S
BA
Y, G
A
NA
VA
L S
UB
MA
RI
NE
B
AS
E
1 1/2" = 1'-0" (A-101)3 COLUMN DETAIL C
1 1/2" = 1'-0" (A-101)2 COLUMN DETAIL B
1 1/2" = 1'-0" (A-101)1 COLUMN DETAIL A
1 1/2" = 1'-0" (A-107)4 COLUMN DETAIL D
SCALE: = 1'-0"1 1/2"
01 1
1 1/2" = 1'-0" (A-110)5 BOLLARD DETAIL, TYPICAL
3/4" = 1'-0" (A-101)6 COLUMN DETAIL E
SCALE: = 1'-0"3/4"
0 1 2 31
SCALE: = 1'-0"
0 2 42
1/2"
(A-102)
(A-101, A-102, A-109)
SY
M
DE
S C
RI
PT
I O N
DA
TE
AP
PR
RE
VI
SE
D
BO
LL
AR
D 6/6
/20
AR
S
1/2" = 1'-0"7 INTERIOR BOLLARD
| Sheets |
| A-102 - FIRST FLOOR PLAN - AREA B |
| A-104 - FIRST FLOOR PLAN - AREA D |
| A-105 - FIRST FLOOR PLAN - AREA E |
| A-106 - FIRST FLOOR PLAN - AREA F |
| A-108 - FIRST FLOOR PLAN - AREA H |
| A-109 - FIRST FLOOR PLAN - AREA I |
| A-110 - FIRST FLOOR PLAN - AREA J |
| A-201 - BUILDING ELEVATIONS |
| A-202 - BUILDING ELEVATIONS |
| A-203 - BUILDING ELEVATIONS |
| A-204 - BUILDING ELEVATIONS |
| A-205 - BUILDING ELEVATIONS |
| A-206 - BUILDING ELEVATIONS |
| A-301 - BUILDING SECTIONS |
| A-302 - BUILDING SECTIONS |
| A-510 - PLAN DETAILS |
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