W912HN-18-R-3009_AMD4_VOL1.PDF
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W912HN-18-R-3009 AMD4 DRAWINGS VOL1
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Text version
1127A
W1002
W1000
1000C
1119E
1000J
W1006
1123B
1123A
1125A
1000K
W1012
1129F
1129E
L A
N D
S C
A P
E
B
E D
L A
N D
S C
A P
E
B
E D
L A
N D
S C
A P
E
B
E D
L A
N D
S C
A P
E
B
E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP501
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP501
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP501
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP501
LP501
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP504
SEAT WALL @ RIVER
ROCK (TYP.)
LP501
FABRIC SHELTER (TYP.)
LP504
LP504
FIXED TABLE &
BENCHES (TYP.)
LP505
LP505
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP501
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP502
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP501
LP501
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP501
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP501
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP501
LP501
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP501
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP501
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP504
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP501
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP502
LARGE OVAL
TRELLIS (TYP.)
LP503
LP503
LP503
LP503
LP505
SMALL OVAL
TRELLIS (TYP.)
LP503
LP503
LP503
LP503
LP505
4" PERFORATED PIPE,TIE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, TIE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
1/4" = 1'-0"
LP101
WEST COURTYARD SITE PLAN
D J H
M
S O
D J H
L
F Y
P N
US Army Corps of Engineers ®
SHEET ID
U S
A
R M
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C
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P
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M A
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D E
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1 2 3 4 5
D
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B
A
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G R
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A
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S
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P A
L L
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L
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F O
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PLAN NORTH
S A
V A
N N
D
S
T R
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S A
V A
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A H
G
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I A
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F F
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V
A
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W
H N
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W H
H
A E
C O
M
WEST EAST
ISSUED FOR CONSTRUCTION
W E
U
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T
E
P
L A
N
LP101
R
E V
I S
C
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D A
N C
E
W
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A
M E
N D
M E
J U
L
FD
FD FD
FDFD
FD
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FDFD
1000D
E3
E1006
E1008
1105A
1109A
1111A
1000I
1000I
E1002E1004
1109C 1109E
1113F
1107B
1103E
1115C 1115B
1113E
L A
N D
S C
A P
E
B
E D
LANDSCAPE BED
LANDSCAPE BED
LANDSCAPE
BED
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP502
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP501
LP503
LP503
LP502
LP502
LP502
TRELLIS B
LP504
GREEN WALL (TYP.)
LP504 LP504
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP502
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP501
PERMEABLE PAVER (TYP.)
LP501
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
LP502
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP501
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
LP502
4 5 6 7
TRELLIS A (TYP.)
LP502 LP502 LP502 LP502
4' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP502
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP504
SEAT WALL @ PAVERS (TYP.)
LP501
EAST COURTYARD
CENTER SCULPTURELP505
PERMEABLE PAVER (TYP.)
LP501
LP505
LP501
4' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP502
LP502
4 5 6 7
TRELLIS A (TYP.)
LP502 LP502 LP502 LP502
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP501
4" PERFORATED PIPE, TIE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, TIE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
LP504
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
F Y
P N
1/4" = 1'-0"
LP102
EAST COURTYARD SITE PLAN
D J H
L
D
S O
US Army Corps of Engineers ®
SHEET ID
U
M
Y
C
O R
P
F
E
N G
I N
E E
R S
D R
A W
N
B
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D E
S I G
N E
D
B
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B M
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T E
D
B
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S I Z
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C H
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B
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A N
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F I L
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N
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F I L
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N
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B E
R
M A
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D E
S C
R I P
T I O
N D
A T
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1 2 3 4 5
D
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B
A
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G R
A P
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A
L E
S
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P A
L L
L
L
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F O
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D O
N
G
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PLAN NORTH
S A
V A
N N
S
T R
I C
T
S A
V A
N N
A H
G
E O
R G
I A
A E
C O
M
S
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V I C
E S
I N
C
F F
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S O
N
S
T
S
R O
A N
O K
E
V
A
KEY PLAN
W
H N
D
W H
H
A E
C O
M
WEST EAST
ISSUED FOR CONSTRUCTION
E A
U
R T
Y A
T
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P
L A
N
LP102
R
E V
I S
C
O R
D A
N C
E
W
I T
H
A
M E
N D
M E
J U
L
1 2
E
S-303
S-303
S-303
S-303
(E) AREAWAY
(E) CONC
RETAINING WALL,
TYP
(E) SOG
6"± SOG,
SEE NOTE 1
PIPE COL
6" ± SOG
EXST SOG
FACE OF WALL
FLUSH WITH FACE
OF EXST CONC
WALL
6" SOG,
SEE NOTE 1
3'-0"X3'-0"X6'-0"
DEEP SUMP PIT
6"
1'
0"
(N) COLUMN,
SEE PLAN
(N) STAIR
BY OTHERS
5 1/2"
SHEET KEYNOTES:
1. TOP OF SOG SHALL MATCH TOP OF SOG IN
EQUIPMENT ROOM.
2. PROVIDE 3/4"ØX1'-4" DOWEL@12 AT JOINT
BETWEEN EXST & NEW CONCRETE WALL.
23 24
C
D
1'
0"
8" 3' - 0"
3'
0"
3'-0"X3'-0"X6'-0"
DEEP SUMP PIT
(E) 6"± SOG
FACE OF WALL
FLUSH WITH FACE
OF EXST CONC
WALL
6" SOG,
SEE NOTE 1PIPE COL
6"
S-303
S-303
S-303
(N) STAIR
BY OTHERS
(N) COL,
SEE PLAN
5 1/2"
S-303
"6
1' 2'
3' 4'
5' 6'
7' 3/
8" =1
'-0
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
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IN
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R
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D R
A W N
B Y:
D
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B
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SU
B M
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D B
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SI
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C H
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D B
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AN
S I
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FI
LE
N
AM
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IS
SU
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AT
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C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
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N N
O
FI
LE
N U
M
BE
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1 2 3 4 5
D
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B
A
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G R
AP
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C A L
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R
EP
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A
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EN
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AL
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3, TH
A
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FO
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G O
R D
O N
, G
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IA
PLAN NORTH
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
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R
G
IA
AE
C
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S
ER
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, I
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S J
EF
FE
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T
ST
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V A
1-
/1
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ISSUED FOR CONSTRUCTION
SF401
EN
LA
R G
ED
F
O U
N D
AT
IO
N P
LA
N
AR
H
M W
R
W H
H
H M
F
FY
PN
3/8" = 1'-0"SF401
1 ENLARGED WEST STAIR FOUNDATION PLAN 3/8" = 1'-0"SF401
2 ENLARGED EAST STAIR FOUNDATION PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/1 6/
FIRST FLOOR
0' - 0"
10"
3'
4" 4'
1/ 2"
(E) STRIP FOOTING
ALIGN ALIGN
ELEVATOR
SHAFT
SEE ARCH.
#4@24, TYP
#4@12 EW, EF,
TYP
#4@12 EW, T&B
WS, TYP
FIN. GR
8" CMU WALL
8" 4'
0"
RAF, SEE
ARCH
3'-0"x2'-0"x2'-0"
SUMP PIT
GALV 1" X 1/8"
METAL BAR
GRATE COVER
#4@12 T&B
CONT 8" MIN HT
BOND BM W/ (2)
#5 CONT AT 4'-0"
O.C VERT (TYP)
± -7'-4 1/2"
T/EXST FTG
AT WALL PROJECTION,
PROVIDE 2'-0" WIDE X 1'-0"
DEEP FTG WITH #5 BARS @
1'-0" O.C EW BOT
10"
(E) WALL
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 7"
8" CMU FULLY
GROUTED SHEAR
WALL
BOND BEAM
CONT BOND
BEAM
CMU FULLY
GROUTED SHEAR
WALL SEE PLAN
CONT BOND BEAM,
TYP
CONC WALL DOWELLED
TO EXST WALL
SEE SHEAR WALL
SCHEDULE
RAF, SEE ARCH
VERT WALL REINF CONT.
THRU EXST CONC SLAB
VERT WALL REINF CONT.
THRU EXST CONC SLAB
(E) CONC
WALL
FIN. GR
(E) BRICK &
4" CMU WALL
SEE FTG SCHEDULE
FOR SIZE & REINF.
M
IN6"
8"
(2) #5@1'-0" O.C. HORIZ
WITH 5" EMBED AND
MIN 1'-0" EDGE
DISTANCE HORIZ.
(E) FTG
S-301S-305
S-305
S-305
S-305
4"
FIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 7"
ROOF
23' - 1"
1'
7"
FACE OF
PARTITION
SEE ARCH.
BOND BEAM, TYP
BOND BEAM, TYP
BOND BEAM
CONC WALL
8" CMU FULLY
GROUTED SHEAR
WALL
CRAWL
SPACE
RAF, SEE
ARCH
RAF, SEE
ARCH
8" CMU FULLY
GROUTED SHEAR
WALL
(E) CONC WALL
BOND BEAM
FIN. GR
VERT REINF CONT.
THRU EXST CONC
WAFFLE SLAB
(E) BRICK &
4" CONC WALL
SEE SHEAR WALL
SCHEDULE
(E) WALL FOOTING
SEE FTG SCHEDULE
FOR SIZE & REINF.
S-301
S-301
S-305 5 3
S-305
S-305 5 3
S-305
S-306
S-305
GRID
M
IN6"
SIM
OH
8" 4"
(2) #5@1'-0" O.C. HORIZ
WITH 5" EMBED AND
MIN 1'-0" EDGE DISTANCE
HORIZ.
CMU FULLY
GROUTED SHEAR
WALL SEE PLANFIRST FLOOR
0' - 0"
SECOND FLOOR
11' - 7"
(N) CONC BEAM
SEE NOTE 2SEE SHEAR WALL SCHEDULE
NOTES:
1. CMU BLOCK BTWN BOTTOM OF CONC JOIST AND UNDERSIDE OF SLAB ARE GROUTED
AT REINF ONLY.
2. ADJUST REINF. TO AVOID JOIST WHERE REQUIRED.
3. IF FIRST REBAR FALLS AT THE JOIST LOCATION, SHIFT THE REBAR TO FIRST CMU CELL AFTER JOIST. PLACE SECOND BAR IN NEXT AVAILABLE CELL. ADJUST SPACING OF NEXT REBAR ACCORDINGLY TO MEET REQUIRED
SPACING.
4. SEE SHEAR WALL SCHEDULE AND TYP MASONRY WALL DETAILS FOR VERTICAL & HORIZONTAL REINFORCEMENT.
RAF, SEE ARCH
VERT WALL REINF.
CONT THRU EXST
CONC SLAB
SEE NOTE 3
ADDITIONAL REBAR DOWELS
SPREAD OUT EVENLY THROUGHOUT
LENGTH OF WALL. SEE SHEAR
WALL SCHEDULE
RAF, SEE ARCH
(N) CONC BEAM
GRID
(E) COLUMN
(E) FTG
8" CMU FULLY
GROUTED SHEAR
WALL BEYOND
NEW FTG DOWELED
INTO EXISTING FTG
SEE FTG SCHEDULE
FOR SIZE AND REINF.
1' - 6" 1' - 0"
6"
NOTES:
1. AT "SIM" NEW FOOTING TERMINATES AT FACE OF EXISTING FTG,
OMIT VERTICAL DOWELS
2. AT "SIM2" NEW FOOTING BEARS ON EXISTING FOOTING.
OMIT HORIZONTAL DOWELS
BOND BEAM
SEE FTG SCHEDULE
FOR SIZE AND REINF.
8" CMU FULLY
GROUTED SHEAR
WALL. SEE PLAN
AND SCHEDULE
SEE PLAN
T/FTG
4'
0"
#4@1'-4"
8" CMU
4 #4 T&B, EW
1'
6"
4' - 0"
STEEL DOWEL TO MATCH
WALL REINFORCING SIZE
AND SPACING IN EACH
REINFORCED CELL W/ STD HOOK
GRADE
CONT BOND BEAM W/ (2) #4'S
CONT BOND BEAM W/ (2) #4'S
#4@2'-0" O.C.
T&B
CENTER WALL
ON FOOTING
#4@1'-4" O.C.
8" CMU
WALL
#4@1'-4" O.C.
DOWELS DRILL &
EPOXY W/ 4"
EMBEDMENT
(E) COL FTG
(E) COL
M
AX
2'
8"
GRID
CONT BOND BEAM
W/ (2) #4'S
FIRST FLOOR
0' - 0"
CONC
MAINTENANCE
PAD
-7' - 4 1/2"
EL: -1'-1"
T.O.M
(N) GRANITE
BLOCK, SEE ARCH
(N) STOREFRONT,
SEE ARCH
CONT 8" MIN DEPTH
BOND BEAM W/ (2) #5
CONT
CONT 8" MIN DEPTH
BOND BEAM W/ (2) #5
CONT
RAF, SEE ARCH
(E) CONC WAFFLE
SLAB
#5 DOWEL X @
4'-0" O.C. DRILL & EPOXY
6" INTO (E) CONC
2'-0" 1'-0"
(E) CONC
WALL
(N) FULLY GROUTED 12" CMU W/
(2) #5 BARS VERTICAL @ 4'-0" O.C
(E) FOOTING TO REMAINDRILL & EPOXY
DOWELS 6" INTO (E)
FTG, TYP
(N) DRAIN PIPE,
GRAVEL & FILLER
FABRIC, SEE ARCH
& PLUMBING (DOES
NOT OCCUR AT SIM)
EL: 0'-8"
T.O.M
SEE ARCH
VARIES
GRID
SEE ARCH
VARIES
(N)FULLY GROUTED
8" CMU W/ #5 BARS
VERT @ 4'-0" O.C
4' 2'
4'
8' 1/
4" =1
'-0
6"
1' 2'
3' 3/
4" =1
'-0
US Army Corps of Engineers ®
SHEET ID
U S
AR
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
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AN
S I
'F
FI
LE
N
AM
E:
IS
SU
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AT
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C O
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AC
T
N O
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AT
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N N
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N U
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BE
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1 2 3 4 5
D
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B
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G R
AP
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C A L
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EN
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3, TH
A
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FO
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IA
SA
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N N
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D
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TR
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SA
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N N
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C
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S
ER
VI
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, I
N C
S J
EF
FE
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SO
N S
T
ST
E
R
O
AN
O
KE
V A
1-
/1
5/
ISSUED FOR CONSTRUCTION
S-301
SE
C
TI
O
N S
D
ET
AI
L S
AR
H
M W
R
W H
H
H M
F
FY
PN
3/4" = 1'-0"S-301
3 SECTION
3/4" = 1'-0"S-301
2 SECTION
3/4" = 1'-0"S-301
1 SECTION
3/4" = 1'-0"S-301
4 SECTION
1/4" = 1'-0"S-301
6 SECTION
3/4" = 1'-0"S-301
5 SECTION
3/4" = 1'-0"S-301
7 SECTION
3/4" = 1'-0"S-301
8 SECTION
3/4" = 1'-0"S-301
9 SECTION
CENTER DOWEL GROUP ON
OVERLAPPING PORTIONS OF
EXISTING/NEW FOOTING 12" OC.
SEE PLAN & SCHED.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
EN
D
M
EN
T
/1 6/
SW
AL
E
SW
AL
E
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA N D S C A P E B E D
LA N D S C A P E B E D
LA N D S C A P E
B E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP109
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
SEAT WALL @ RIVER
ROCK (TYP.)
LP109
FABRIC SHELTER (TYP.)
LP112
LP112
FIXED TABLE &
BENCHES (TYP.)
LP113
LP113
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
LP109
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP109
LP109
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP109
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
LARGE OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
SMALL OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LP111
LP111
LP110
LP110
LP110TRELLIS B
LP112GREEN WALL (TYP.) LP112 LP112
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP110
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP109PERMEABLE PAVER (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
5 LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)LP112
SEAT WALL @ PAVERS (TYP.)LP109
2 EAST COURTYARD
CENTER SCULPTURELP113
PERMEABLE PAVER (TYP.)
LP109
LP113
LP109
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
6 RIVER ROCK BORDER
AROUND BUILDING (TYP.)LP109
4" PERFORATED PIPE,T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
LP112
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
FFE:+0.66FFE:+0.66
-0.23-0.19
FFE:+0.66FFE:+0.66
0.00
+0.03
0.000.00
0.00
RE:-0.39
TW:+1.50
BW:-0.08
RE:-0.300.00
0.00
0.00
RE:-0.33
-0.11 -0.15
0.00
0.00
0.00 0.00
0.00
0.00
0.000.00
0.000.00
0.00
RE:-0.150.00 0.00
0.00
TC:+1.06
BC:0.00
0.00
0.00
0.00
0.00
0.00
+0.03 +0.06
0.00
+0.03
+0.01 +0.01
+0.01
+0.01
+0.06 0.00
-0.04
1 .5%
-0.04
6. 06 %-0.27
-0.22
-0.22
RE:-0.10
+0.03
0.00
5. 71 %6. 86 %
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
+0.03 -0.02
-0.02
-0.02 +0.11
0.00
0.00
0.00
0.00
0.00
RE:-0.17
-0.15-0.3 1 . 0 0 %
RE:-0.17
-0.15
0.00
-0.11-0.11
TW:+1.50
BW:0.00
0.00
0.00
0.00 0.00
0.00 0.00
TW:+1.35
BW:+0.85
TC:+1.08
BC:0.00
-0.04 0.00
+0.13
-0.04
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TW:+1.50
BW:-0.18
2.
1.
5.
M
AX
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
% TC:+1.06
BC:+0.56
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
-0.07
-0.04
1.
TC:+1.09
BC:+0.59
0.00 0.00
TW:+1.50
BW:-0.08
0.00
0.00 0.00
-0.07 2.00%
-0.15-0.3-0.15 -0.11-0.11
TC:+0.50
BC:+0.00
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
TC:+1.09
BC:+0.59
TC:+1.06
BC:+0.56
TC:+1.08
BC:0.00
-0.07
-0.04
1.
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.18
2.
1.
2.00%
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.851.
1.
-0.25
-0.25
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
2% 2%
TW:+1.35
BW:-0.31
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.31
2%
2%
+0.06+0.06
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
+0.03
0.00
-0.03
0.00 0.00
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
TC:+1.06
BC:0.00
TC:+1.06
BC:0.00
+0.06
0.00
+0.03 +0.06
+0.01 +0.01
+0.01
+0.01
+0.06
+0.06+0.06
+0.03
0.00
0.00
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
0.00
+0.13
2.
5.
M
AX
2.
1.
5%
1.5%
1.
5%
1.
5%
1.
5%
0.00
-0.04
1 .5%
1.5%
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
1 %
TW:+1.50
BW:+0.02
0.00
0.00
0.00
0.00
0.00
0.00
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.23
+0.33
TC:+0.27
BC:-0.29
5.
M
AX
5.
M
AX
SW
AL
E
SW
AL
E
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA N D S C A P E B E D
LA N D S C A P E B E D
LA N D S C A P E
B E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP109
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
SEAT WALL @ RIVER
ROCK (TYP.)
LP109
FABRIC SHELTER (TYP.)
LP112
LP112
FIXED TABLE &
BENCHES (TYP.)
LP113
LP113
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
LP109
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP109
LP109
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP109
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
LARGE OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
SMALL OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LP111
LP111
LP110
LP110
LP110TRELLIS B
LP112GREEN WALL (TYP.) LP112 LP112
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP110
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP109PERMEABLE PAVER (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
5 LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)LP112
SEAT WALL @ PAVERS (TYP.)LP109
2 EAST COURTYARD
CENTER SCULPTURELP113
PERMEABLE PAVER (TYP.)
LP109
LP113
LP109
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
6 RIVER ROCK BORDER
AROUND BUILDING (TYP.)LP109
4" PERFORATED PIPE,T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
LP112
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
FFE:+0.66FFE:+0.66
-0.23-0.19
FFE:+0.66FFE:+0.66
0.00
+0.03
0.000.00
0.00
RE:-0.39
TW:+1.50
BW:-0.08
RE:-0.300.00
0.00
0.00
RE:-0.33
-0.11 -0.15
0.00
0.00
0.00 0.00
0.00
0.00
0.000.00
0.000.00
0.00
RE:-0.150.00 0.00
0.00
TC:+1.06
BC:0.00
0.00
0.00
0.00
0.00
0.00
+0.03 +0.06
0.00
+0.03
+0.01 +0.01
+0.01
+0.01
+0.06 0.00
-0.04
1 .5%
-0.04
6. 06 %-0.27
-0.22
-0.22
RE:-0.10
+0.03
0.00
5. 71 %6. 86 %
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
+0.03 -0.02
-0.02
-0.02 +0.11
0.00
0.00
0.00
0.00
0.00
RE:-0.17
-0.15-0.3 1 . 0 0 %
RE:-0.17
-0.15
0.00
-0.11-0.11
TW:+1.50
BW:0.00
0.00
0.00
0.00 0.00
0.00 0.00
TW:+1.35
BW:+0.85
TC:+1.08
BC:0.00
-0.04 0.00
+0.13
-0.04
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TW:+1.50
BW:-0.18
2.
1.
5.
M
AX
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
% TC:+1.06
BC:+0.56
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
-0.07
-0.04
1.
TC:+1.09
BC:+0.59
0.00 0.00
TW:+1.50
BW:-0.08
0.00
0.00 0.00
-0.07 2.00%
-0.15-0.3-0.15 -0.11-0.11
TC:+0.50
BC:+0.00
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
TC:+1.09
BC:+0.59
TC:+1.06
BC:+0.56
TC:+1.08
BC:0.00
-0.07
-0.04
1.
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.18
2.
1.
2.00%
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.851.
1.
-0.25
-0.25
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
2% 2%
TW:+1.35
BW:-0.31
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.31
2%
2%
+0.06+0.06
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
+0.03
0.00
-0.03
0.00 0.00
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
TC:+1.06
BC:0.00
TC:+1.06
BC:0.00
+0.06
0.00
+0.03 +0.06
+0.01 +0.01
+0.01
+0.01
+0.06
+0.06+0.06
+0.03
0.00
0.00
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
0.00
+0.13
2.
5.
M
AX
2.
1.
5%
1.5%
1.
5%
1.
5%
1.
5%
0.00
-0.04
1 .5%
1.5%
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
1 %
TW:+1.50
BW:+0.02
0.00
0.00
0.00
0.00
0.00
0.00
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.23
+0.33
TC:+0.27
BC:-0.29
5.
M
AX
5.
M
AX
SW
AL
E
SW
AL
E
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA N D S C A P E B E D
LA N D S C A P E B E D
LA N D S C A P E
B E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP109
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
SEAT WALL @ RIVER
ROCK (TYP.)
LP109
FABRIC SHELTER (TYP.)
LP112
LP112
FIXED TABLE &
BENCHES (TYP.)
LP113
LP113
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
LP109
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP109
LP109
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP109
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
LARGE OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
SMALL OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LP111
LP111
LP110
LP110
LP110TRELLIS B
LP112GREEN WALL (TYP.) LP112 LP112
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP110
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP109PERMEABLE PAVER (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
5 LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)LP112
SEAT WALL @ PAVERS (TYP.)LP109
2 EAST COURTYARD
CENTER SCULPTURELP113
PERMEABLE PAVER (TYP.)
LP109
LP113
LP109
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
6 RIVER ROCK BORDER
AROUND BUILDING (TYP.)LP109
4" PERFORATED PIPE,T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
LP112
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
FFE:+0.66FFE:+0.66
-0.23-0.19
FFE:+0.66FFE:+0.66
0.00
+0.03
0.000.00
0.00
RE:-0.39
TW:+1.50
BW:-0.08
RE:-0.300.00
0.00
0.00
RE:-0.33
-0.11 -0.15
0.00
0.00
0.00 0.00
0.00
0.00
0.000.00
0.000.00
0.00
RE:-0.150.00 0.00
0.00
TC:+1.06
BC:0.00
0.00
0.00
0.00
0.00
0.00
+0.03 +0.06
0.00
+0.03
+0.01 +0.01
+0.01
+0.01
+0.06 0.00
-0.04
1 .5%
-0.04
6. 06 %-0.27
-0.22
-0.22
RE:-0.10
+0.03
0.00
5. 71 %6. 86 %
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
+0.03 -0.02
-0.02
-0.02 +0.11
0.00
0.00
0.00
0.00
0.00
RE:-0.17
-0.15-0.3 1 . 0 0 %
RE:-0.17
-0.15
0.00
-0.11-0.11
TW:+1.50
BW:0.00
0.00
0.00
0.00 0.00
0.00 0.00
TW:+1.35
BW:+0.85
TC:+1.08
BC:0.00
-0.04 0.00
+0.13
-0.04
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TW:+1.50
BW:-0.18
2.
1.
5.
M
AX
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
% TC:+1.06
BC:+0.56
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
-0.07
-0.04
1.
TC:+1.09
BC:+0.59
0.00 0.00
TW:+1.50
BW:-0.08
0.00
0.00 0.00
-0.07 2.00%
-0.15-0.3-0.15 -0.11-0.11
TC:+0.50
BC:+0.00
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
TC:+1.09
BC:+0.59
TC:+1.06
BC:+0.56
TC:+1.08
BC:0.00
-0.07
-0.04
1.
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.18
2.
1.
2.00%
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.851.
1.
-0.25
-0.25
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
2% 2%
TW:+1.35
BW:-0.31
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.31
2%
2%
+0.06+0.06
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
+0.03
0.00
-0.03
0.00 0.00
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
TC:+1.06
BC:0.00
TC:+1.06
BC:0.00
+0.06
0.00
+0.03 +0.06
+0.01 +0.01
+0.01
+0.01
+0.06
+0.06+0.06
+0.03
0.00
0.00
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
0.00
+0.13
2.
5.
M
AX
2.
1.
5%
1.5%
1.
5%
1.
5%
1.
5%
0.00
-0.04
1 .5%
1.5%
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
1 %
TW:+1.50
BW:+0.02
0.00
0.00
0.00
0.00
0.00
0.00
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.23
+0.33
TC:+0.27
BC:-0.29
5.
M
AX
5.
M
AX
SW
AL
E
SW
AL
E
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA N D S C A P E B E D
LA N D S C A P E B E D
LA N D S C A P E
B E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP109
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
SEAT WALL @ RIVER
ROCK (TYP.)
LP109
FABRIC SHELTER (TYP.)
LP112
LP112
FIXED TABLE &
BENCHES (TYP.)
LP113
LP113
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
LP109
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP109
LP109
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP109
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
LARGE OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
SMALL OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LP111
LP111
LP110
LP110
LP110TRELLIS B
LP112GREEN WALL (TYP.) LP112 LP112
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP110
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP109PERMEABLE PAVER (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
5 LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)LP112
SEAT WALL @ PAVERS (TYP.)LP109
2 EAST COURTYARD
CENTER SCULPTURELP113
PERMEABLE PAVER (TYP.)
LP109
LP113
LP109
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
6 RIVER ROCK BORDER
AROUND BUILDING (TYP.)LP109
4" PERFORATED PIPE,T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
LP112
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
FFE:+0.66FFE:+0.66
-0.23-0.19
FFE:+0.66FFE:+0.66
0.00
+0.03
0.000.00
0.00
RE:-0.39
TW:+1.50
BW:-0.08
RE:-0.300.00
0.00
0.00
RE:-0.33
-0.11 -0.15
0.00
0.00
0.00 0.00
0.00
0.00
0.000.00
0.000.00
0.00
RE:-0.150.00 0.00
0.00
TC:+1.06
BC:0.00
0.00
0.00
0.00
0.00
0.00
+0.03 +0.06
0.00
+0.03
+0.01 +0.01
+0.01
+0.01
+0.06 0.00
-0.04
1 .5%
-0.04
6. 06 %-0.27
-0.22
-0.22
RE:-0.10
+0.03
0.00
5. 71 %6. 86 %
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
+0.03 -0.02
-0.02
-0.02 +0.11
0.00
0.00
0.00
0.00
0.00
RE:-0.17
-0.15-0.3 1 . 0 0 %
RE:-0.17
-0.15
0.00
-0.11-0.11
TW:+1.50
BW:0.00
0.00
0.00
0.00 0.00
0.00 0.00
TW:+1.35
BW:+0.85
TC:+1.08
BC:0.00
-0.04 0.00
+0.13
-0.04
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TW:+1.50
BW:-0.18
2.
1.
5.
M
AX
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
% TC:+1.06
BC:+0.56
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
-0.07
-0.04
1.
TC:+1.09
BC:+0.59
0.00 0.00
TW:+1.50
BW:-0.08
0.00
0.00 0.00
-0.07 2.00%
-0.15-0.3-0.15 -0.11-0.11
TC:+0.50
BC:+0.00
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
TC:+1.09
BC:+0.59
TC:+1.06
BC:+0.56
TC:+1.08
BC:0.00
-0.07
-0.04
1.
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.18
2.
1.
2.00%
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.851.
1.
-0.25
-0.25
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
2% 2%
TW:+1.35
BW:-0.31
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.31
2%
2%
+0.06+0.06
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
+0.03
0.00
-0.03
0.00 0.00
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
TC:+1.06
BC:0.00
TC:+1.06
BC:0.00
+0.06
0.00
+0.03 +0.06
+0.01 +0.01
+0.01
+0.01
+0.06
+0.06+0.06
+0.03
0.00
0.00
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
0.00
+0.13
2.
5.
M
AX
2.
1.
5%
1.5%
1.
5%
1.
5%
1.
5%
0.00
-0.04
1 .5%
1.5%
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
1 %
TW:+1.50
BW:+0.02
0.00
0.00
0.00
0.00
0.00
0.00
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.23
+0.33
TC:+0.27
BC:-0.29
5.
M
AX
5.
M
AX
SW
AL
E
SW
AL
E
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA
ND
SC
AP
E
BE
D
LA N D S C A P E B E D
LA N D S C A P E B E D
LA N D S C A P E
B E D
SEAT WALL AT
RIVER ROCK (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET, SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVER (TYP.)
LP109
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
SEAT WALL @ RIVER
ROCK (TYP.)
LP109
FABRIC SHELTER (TYP.)
LP112
LP112
FIXED TABLE &
BENCHES (TYP.)
LP113
LP113
PAVER RESTRAINT @
RIVER ROCK (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
WALL SCONCE LUMINAIRE LOCATION,
SEE ELECTRICAL PLANS (TYP.)
LP109
RETAINING SEAT WALL
AT PAVERS (TYP.)
LP109
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
PERMEABLE PAVERS (TYP.)
LP109
LP109
RETAINING SEAT WALL @
LANDSCAPE BED (TYP.)
LP109
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
LP112
PAVER RESTRAINT @
LANDSCAPE BED (TYP.)
LP109
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
LARGE OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
SMALL OVAL
TRELLIS (TYP.)
LP111
LP111
LP111
LP111
LP113
CONCRETE ENTRANCE
WALKWAY (TYP.)
LP110
CONCRETE PAVEMENT &
PERMEABLE PAVEMENT (TYP.)
LP109
LP111
LP111
LP110
LP110
LP110TRELLIS B
LP112GREEN WALL (TYP.) LP112 LP112
CENTER LIGHT FIXTURE FOR
SCULPTURE, SEE ELECTRICAL PLANS
LP110
6' CONCRETE & WOOD
SLAT BENCH (TYP.)
LP109PERMEABLE PAVER (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
CONCRETE ENTRANCE
WALKWAY (TYP.)
RIVER ROCK BORDER
AROUND BUILDING (TYP.)
LP109
DRAIN INLET , SEE
PLUMBING PLANS (TYP.)
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
5 LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)LP112
SEAT WALL @ PAVERS (TYP.)LP109
2 EAST COURTYARD
CENTER SCULPTURELP113
PERMEABLE PAVER (TYP.)
LP109
LP113
LP109
2 4' CONCRETE & WOOD
SLAT BENCH (TYP.)LP110
LP110
4 5 6 7
TRELLIS A (TYP.)LP110 LP110 LP110 LP110
6 RIVER ROCK BORDER
AROUND BUILDING (TYP.)LP109
4" PERFORATED PIPE,T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
4" PERFORATED PIPE, T IE TO STORM
DRAIN, SEE PLUMBING PLANS (TYP.)
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
FABRIC COLOR: FIRE ORANGE
FABRIC COLOR: DESERT SAND
LP112
LIGHTED BOLLARD, SEE
ELECTRICAL PLANS (TYP.)
FFE:+0.66FFE:+0.66
-0.23-0.19
FFE:+0.66FFE:+0.66
0.00
+0.03
0.000.00
0.00
RE:-0.39
TW:+1.50
BW:-0.08
RE:-0.300.00
0.00
0.00
RE:-0.33
-0.11 -0.15
0.00
0.00
0.00 0.00
0.00
0.00
0.000.00
0.000.00
0.00
RE:-0.150.00 0.00
0.00
TC:+1.06
BC:0.00
0.00
0.00
0.00
0.00
0.00
+0.03 +0.06
0.00
+0.03
+0.01 +0.01
+0.01
+0.01
+0.06 0.00
-0.04
1 .5%
-0.04
6. 06 %-0.27
-0.22
-0.22
RE:-0.10
+0.03
0.00
5. 71 %6. 86 %
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
+0.03 -0.02
-0.02
-0.02 +0.11
0.00
0.00
0.00
0.00
0.00
RE:-0.17
-0.15-0.3 1 . 0 0 %
RE:-0.17
-0.15
0.00
-0.11-0.11
TW:+1.50
BW:0.00
0.00
0.00
0.00 0.00
0.00 0.00
TW:+1.35
BW:+0.85
TC:+1.08
BC:0.00
-0.04 0.00
+0.13
-0.04
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
TW:+1.50
BW:-0.18
2.
1.
5.
M
AX
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
% TC:+1.06
BC:+0.56
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
-0.07
-0.04
1.
TC:+1.09
BC:+0.59
0.00 0.00
TW:+1.50
BW:-0.08
0.00
0.00 0.00
-0.07 2.00%
-0.15-0.3-0.15 -0.11-0.11
TC:+0.50
BC:+0.00
TC:+1.19
BC:+0.69
TC:+1.19
BC:0.00
FFE:+0.66
0.00
2.
TC:+0.50
BC:+0.00
TC:+1.05
BC:0.00
TC:+1.09
BC:+0.59
TC:+1.06
BC:+0.56
TC:+1.08
BC:0.00
-0.07
-0.04
1.
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.18
2.
1.
2.00%
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.85
TW:+1.35
BW:+0.851.
1.
-0.25
-0.25
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
1.00% 1.00%
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.15
2% 2%
TW:+1.35
BW:-0.31
TW:+1.35
BW:-0.15
TW:+1.35
BW:-0.31
2%
2%
+0.06+0.06
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
+0.03
0.00
-0.03
0.00 0.00
TC:+0.66
BC:+0.16
TC:+1.06
BC:+0.56
TC:+1.06
BC:0.00
TC:+1.06
BC:0.00
+0.06
0.00
+0.03 +0.06
+0.01 +0.01
+0.01
+0.01
+0.06
+0.06+0.06
+0.03
0.00
0.00
-0.15
RE:-0.15
HPS:-0.01
HPS:0.00
0.00
+0.13
2.
5.
M
AX
2.
1.
5%
1.5%
1.
5%
1.
5%
1.
5%
0.00
-0.04
1 .5%
1.5%
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
TW:+1.50
BW:0.00
TW:+1.50
BW:-0.02
1 %
TW:+1.50
BW:+0.02
0.00
0.00
0.00
0.00
0.00
0.00
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.26
TC:+0.27
BC:-0.23
+0.33
TC:+0.27
BC:-0.29
5.
M
AX
5.
M
AX
2,863 SF
PREVAILING ROOF
AREA
GUTTER ROOF AREA
Less than 1,250 SF
1,250 SF - 1,500 SF
1,500 SF - 2,500 SF
2,500 SF or more
DS DSDSDSDS DS
DS DSDSDSDS DS
DSDS
DS
DS
DS
DS 301 SF
ONE-HALF SPACE
519 SF
ONE-HALF SPACE
1,560 SF
ENCLOSED SPACE
200 SF
ONE-HALF SPACE
1,576 SF
ENCLOSED SPACE
1,551 SF
ENCLOSED SPACE
227 SF
ONE-HALF SPACE
30,562
SF
EXCLUDED SPACE
36,182
SF
ENCLOSED SPACE
2,714 SF
EXCLUDED SPACE
2,641 SF
EXCLUDED SPACE AREAS
ENCLOSED SPACES
EXCLUDED SPACES
ONE-HALF SPACES
36,274
SF
ENCLOSED SPACE
PLUMBING FIXTURE CALCULATIONS
FIRST FLOOR PLUMBING FIXTURE CALCULATIONS
OCCUPANCY
TYPE
AREA
SQUARE
FEET
OCCUPANTS TOILET FIXTURES
MALE FEMALE
LAVATORIES WATER
FOUNTAINS
BUSINESS 36,352
MALE FEMALE
PROGRAM
REQUIREMENTS
400 STUDENTS
REQUIRED
4.64
4.64
3.28
3.5
3.28
3.5
3.64
MALE FEMALE
30 FACULTY 15 15 1 1 1 1 1
PROVIDED 6 11 9 9 8
WC U
SECOND FLOOR PLUMBING FIXTURE CALCULATIONS
OCCUPANCY
TYPE
AREA
SQUARE
FEET
OCCUPANTS TOILET FIXTURES
MALE FEMALE
LAVATORIES WATER
FOUNTAINS
BUSINESS 36,352
MALE FEMALE
PROGRAM
REQUIREMENTS
400 STUDENTS
REQUIRED
4.64
4.64
3.28
3.5
3.28
3.5
3.64
MALE FEMALE
10 FACULTY 15 15 1 1 1 1 1
PROVIDED 6 11 9 9 8
WC U
NOTE: PROGRAM REQUIREMENTS FOR PLUMBING FIXTURES ARE GREATER THAN UFC 3-420-01. THE FIXTURE COUNT IN THE BUILDING AS
DESIGNED EXCEEDS THE MINIMUM FIXTURES REQUIRED BY CODE.
P21 - 1 HOUR RATED IN ACCORDANCE WITH UL U419,
SINGLE LAYER GYPBOARD, BOTH SIDES
P31 - STC 59 CLASSROOM PARTITION
P11 - SINGLE SIDE GYPBOARD ON METAL STUD
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
ACOUSTICAL SEALANT
4" CH STUD 25GA @ 24" OC
1/2" GWB TYPE "C"
1/2" GWB TYPE "C"
1" GWB SHAFT LINER
ACOUSTICAL SEALANT
4" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
SE
C
U R
E
N O
N -S
EC
U
R E
5"
3/8" ISOLATION PAD
P51 - 1 HOUR RATED IN ACCORDANCE WITH UL 415 SYSTEM B, STC
43 CONTROLLED BOUNDARY PTN SHAFT WALL AS TESTED IN USG-
040912
BA
SE
PL
AN
H
EA
D
FLOOR SLAB
RAISED ACCESS FLOOR
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
ACOUSTICAL SEALANT
3 5/8" MET. STUD 25 Ga
5/8" GWB
5/8" GWB
ACOUSTICAL SEALANT
3 5/8" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
3/8" ISOLATION PAD
FLOOR SLAB
RAISED ACCESS FLOOR AS SCHED
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
ACOUSTICAL SEALANT
2 1/2" METAL STUD 25 Ga
5/8" GWB
5/8" GWB
ACOUSTICAL SEALANT
2 1/2" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
3/8" ISOLATION PAD
FLOOR SLAB
RAISED ACCESS FLOOR AS SCHED
7 7/8"
1" AIRSPACE
5/8" GWB
4 7/8"
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
3 5/8" METAL RUNNER 25 Ga
3 5/8" MET. STUD 25 Ga
5/8" GWB
3 5/8" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
3/8" ISOLATION PAD
FLOOR SLAB
RAISED ACCESS FLOOR AS SCHED
BA
SE
PL
AN
H
EA
D
BA
SE
PL
AN
H
EA
D
BA
SE
PL
AN
H
EA
D
P51A - NONRATED STC 43 CONTROLLED BOUNDARY PTN SHAFT
WALL AS TESTED IN USG-040912
P21A - PARTITION P21 SUBSTITUE 3 5/8 MET. FR
WITH 2 1/2 MET. FR 25 Ga
P21B - NONRATED PARTITION P21
P21C - NONRATED PARTITION P21A
P11A - PARTITION P11, SUBSTITUTE 3 5/8" MET. FR
WITH 2 1/2" MET. FR 25 Ga
P01 - SINGLE LAYER GYPBOARD ON 7/8" HAT CHANNEL
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
7/8" HAT CHANNEL 20 ga
5/8" GWB
ACOUSTICAL SEALANT
BASE AS SCHEDULED
FLOOR SLAB
RAISED ACCESS FLOOR AS SCHED
BA
SE
PL
AN
H
EA
D
UNDERSIDE OF STRUCTURE
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
3 5/8" MET. STUD 25 Ga
1/2" GWB TYPE "C"
1/2" GWB TYPE "C"
1 1/2" POLYISOCYANURATE INSUL
3 5/8" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
IN
TE
R
IO
R
EX
TE
R
IO
R
6 1/8"
3/8" ISOLATION PAD
BA
SE
PL
AN
H
EA
D
FLOOR SLAB
RAISED ACCESS FLOOR
P02 - EXTERIOR PERIMETER INSULATION. TWO LAYERS
GYPBOARD ON 3 5/8" METAL STUD
CENTERLINE OF PRIMARY STUD
2 1/2" 5 3/8"
3 3/8" 2 7/8"
CENTERLINE OF PRIMARY STUD
2" 3"
CENTERLINE OF PRIMARY STUD
1 7/8" 2 1/2"
4 1/4"
2 3/8" 2 3/8"
CENTERLINE OF PRIMARY STUDCENTERLINE OF PRIMARY STUD
1 1/2"
STRUCTURE
2 1/2" METAL STUD 25 Ga
P11B - PARTITION P11, SUBSTITUTE 3 5/8" METAL
STUD WITH 7 1/4" METAL STUD 20 Ga
P61 - STC 35 RESTROOM WETWALL
ACOUSTICAL SEALANT
3/8" ISOLATION PAD
5/8" GWB
3 5/8" METAL RUNNER 25 Ga
ACOUSTICAL SEALANT
BASE AS SCHEDULED
3/8" ISOLATION PAD
FLOOR AS SCHEDULED AS SCHED
SEE PLAN
BA
SE
PL
AN
H
EA
D
EQL EQL
CENTERLINE OF PRIMARY STUD
ACOUSTICAL SEALANT
3 1/2" BATT INSULATION
5/8" GWB
1 HOUR ASSEMBLY
HORIZONTAL STUD INFILL
OF 5/8" GWB EACH SIDE
TYP - 1 HOUR RATED CLOSURE AT BOTTOM OF SHAFT
MECHANICAL SYSTEM
EQUIPMENT
FIRESTOPPING
INSULATION ALL SIDES
P51P51
3 5/8" MET. STUD 25 Ga
US Army Corps of Engineers ®
SHEET ID
U S
AR
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
'F
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E
R
EP
AI
R
A
LL
EN
H
AL
L
3, TH
A
VE
FO
R T
G O
R D
O N
, G
EO
R G
IA
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
ES
, I
N C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
1-
/1
5/
ISSUED FOR CONSTRUCTION
AE005
PA
R
TI
TI
O N
T
YP
E S A
N D
C
AL
C U
LA
T I
O N
S
JW
B
/ J M
JW
B
W H
H
LM
R
JB
E
FY
PN
1" = 40'-0"AE005
1 ROOF GUTTER AND DOWNSPOUT AREAS
NTSAE005
2 UFC 3-101-01 AREA PLAN - BASEMENT
1" = 100'-0"AE005
3 UFC 3-101-01 AREA PLAN - FIRST FLOOR
NTSAE005
4 UFC 3-101-01 AREA PLAN - SECOND FLOOR
PARTITION TYPES
1. AT FIRE RATED PARTITIONS AND FIRE RATED
SHAFT WALLS PROVIDE TYPE X GWB UNO AND
CONTINUOUS FIRESTOPPING BOTH SIDES, TOP, BOTTOM
AND AT ALL PENETRATIONS. PROVIDE CONTINUITY OF
FIRE RATED PARTITIONS IN ORDER OF HIGHEST TO
LOWEST LEVEL OF FIRE RATED PROTECTION, I.E. (HIGH)
…2HR, 1HR, SMOKE, 0HR…(LOW), PARTICULARLY AT
INTERSECTING AND EXTERIOR WALLS.
2. REFER TO ARCHITECTURAL AND LIFE SAFETY
PLANS FOR PARTITION RATING REQUIREMENTS AND
LOCATIONS.
3. ALL FIRE BARRIERS AND FIRE PARTITIONS SHALL
BE DESIGNATED ABOVE THE CEILING AND ON ALL
CEILING ACCESS DOORS WHICH PROVIDE ACCESS TO
SUCH FIRE RATED ASSEMBLIES BY SIGNAGE HAVING
LETTERS NO SMALLER THAN 1 INCH IN HEIGHT. SUCH
SIGNAGE SHALL INDICATE THE FIRE RESISTANCE OF
THE ASSEMBLY AND THE TYPE OF ASSEMBLY, AND BE
PROVIDED AT HORIZONTAL INTERVALS OF NO MORE
THAN EIGHT FEET.
4. GYPSUM BOARD SHALL BE 5/8" TYPE "X" UNLESS
NOTED OTHERWISE.
5. PROVIDE MOISTURE RESISTANT GWB AT
PARTITIONS AND SHAFT WALLS WITH WATER CLOSETS,
URINALS, LAVATORIES, HOSE BIBS, UTILITY SINKS, MOP
BASINS, ELECTRIC WATER COOLERS AND WHERE NO
TILE IS SCHEDULED.
6. PROVIDE MOISTURE RESISTANT GWB AT
PARTITIONS AND EXTERIOR SIDE OF SHAFT WALLS
SCHEDULED TO RECEIVE EPOXY PAINT.
PROVIDE IMPACT RESISTANT GWB TO 8’-0” AT
CORRIDORS, LOBBIES AND VESTIBULES.
7. PROVIDE CEMENTITIOUS BACKER UNITS IN LIEU
OF GWB (REGULAR TYPE, MOISTURE RESISTANT TYPE
AND IMPACT RESISTANT TYPE) IN LOCATIONS
SCHEDULED TO RECEIVE WALL TILE OR STONE.
CEMENTITIOUS BACKER UNITS THICKNESS TO BE THE
SAME THICKNESS AS SCHEDULED GWB.
8. SHAFT WALL STUD SPACING IS 24” OC. ALL
OTHER STUD SPACING IS 16” OC, UNO.
9. PROVIDE METAL OR FIRE RETARDANT TREATED
WOOD BLOCKING BEHIND GWB AS REQUIRED AT WALL
MOUNTED MILLWORK, WINDOW TREATMENTS,
HANDRAILS, FLAT PANEL SCREENS, PLUMBING
FIXTURES, CASEWORK AND OTHER WALL MOUNTED
ACCESSORIES AND EQUIPMENT.
10. PROVIDE PARTITION CONTROL JOINTS AS
INDICATED ON PLANS. CONSTRUCT CONTROL JOINTS IN
ACCORDANCE WITH GYPSUM ASSOCIATION GA 216-2010
ARTICLE.
11. 1-HR AND 2-HR FIRE RATED PARTITIONS TO
COMPLY WITH UL DETAIL U419 AND HEAD OF WALL
DETAIL HW-D-0031.
12. 1-HR FIRE RATED SHAFT WALLS TO COMPLY WITH
UL DETAIL U415, SYSTEM A AND HEAD OF WALL DETAIL
HW-D-0031.
PARTITION NOTES
13. 2-HR FIRE RATED SHAFT WALLS TO COMPLY
WITH UL DETAIL U415, SYSTEM B AND HEAD OF
WALL DETAIL HW-D-0031.
14. 1-HR AND 2-HR HORIZONTAL SHAFT WALL
ASSEMBLIES ARE TO COMPLY WITH
PROGRESSIVE ENGINEERING, INC. ASSEMBLY
EVALUATION REPORT AER-09038.
15. ALL FULL HEIGHT PARTITIONS SHALL
PROVIDE FOR VERTICAL MOVEMENT AT THE
STRUCTURAL JOINT AT THE SLAB ABOVE. SEAL
ALL JOINTS TOP & BOTTOM.
16. GYPSUM BOARD PARTITIONS SPANNING
ABOVE DOOR / WINDOW OPENINGS 6'-0" WIDE, OR
MORE, SHALL BE DIAGONALLY BRACED @ 6'-0"
O.C.
17. THE GOVERNMENT MAY UTILIZE A THIRD-
PARTY TESTING AGENCY TO PERFORM FIELD
TESTING TO CERTIFY THAT THE ACOUSTICAL WALL
CONSTRUCTION INDICATED HAS BEEN MET. THE
AGENCY SELECTED MAY CHOOSE TO USE EITHER
NOISE ISOLATION CRITERIA (NIC) OR FIELD SOUND
TRANSMISSION CLASS (FSTC) TESTING TO
DETERMINE FIELD RATINGS OF CONSTRUCTED
SOUND RATED PARTITIONS. WALLS TESTED MUST
HAVE A SOUND RATING OF NIC OR FSTC 45 AT STC
50 PARTITIONS, AND NIC OR FSTC 40 AT STC 45
PARTITIONS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR PERFORMING REMEDIAL
WORK TO MEET THE REQUIRED FIELD SOUND
RATINGS.
18. PROVIDE STEEL MATERIALS FOR METAL
SUPPORT SYSTEMS WITH GALVANIZED COATING
ASTM A653/A653M, Z180 G-60. PROVIDE MATERIALS
FOR ATTACHMENT OF GYPSUM WALLBOARD IN
ACCORDANCE WITH ASTM C645 FOR SUSPENDED
AND FURRED CEILING SYSTEMS; NONLOAD-
BEARING WALL FRAMING AND FURRING; AND Z-
FURRING CHANNELS WITH WALL INSULATION NOT
LIGHTER THAN 26 GAGE GALVINZED STEEL, Z-
SHAPED, WITH 1-1/4 INCH FLANGES AND DEPTH
AS REQUIRED BY THE INSULATION THICKNESS
PROVIDED.
19. ATTACH NON-LOADBEARING WALL FRAMING,
SUSPENDED AND FURRED CEILING SYSTEMS IN
ACCORDANCES WITH ASTM C754, EXCEPT
PROVIDE FRAMING MEMBERS 16 OC UNLESS
NOTED OTHERWISE.
20. ERECTION TOLLERANCES: PROVIDE FRAMING
MEMBERS WHICH WILL BE COVERED BY FINISH
MATERIALS WITHIN THE FOLLOWING LIMITS:
A. LAYOUT OF WALLS AND PARTIONS: 1/4
INCH FROM INTENDED POSITION
B. PLATES AND RUNNERS: 1/4 INCH IN 8
FEET FROM A STRAIGHT LINE
C. STUDS: 1/4 INCH IN 8 FEET OUT OF PLUM,
NOT CUMULATIVE, AND
D. FACE OF FRAMING MEMBERS: 1/4 INCH IN
8 FEET FROM A TRUE PLANE.
AREA CALCULATION (UFC 3-101-01)
AREA TYPE Area
ENCLOSED SPACES 77,144 SF
ONE-HALF SPACES 623 SF
77,767 SF
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
M
EN
D M
EN
T
J
U
LY
UP
DN
UP
UP
1 2
D
E
W0000B
-14'-7"
AE604
7' -8
3'-3 1/4" 7'-8"
TR
EA
D
S
5' -6
3'
-9
"MECHANICAL
W0000
W0000A
C1
AE101
3'-10" 6'-3"
T
R
EA
D S
'-5
3'
-6
TR
EA
D
S
6' -5
3' -1
" T
YP
CLEAR
3'-0"
AE101
-3'-2 1/2"
3'-10"
2"
AE304
AE501
L2
11 12 13
A
C
B
ELECTRICAL
N0002
TELECOMMUNICATIONS
DEMARC
N0000C
SIGNAL DEMARC
N0000B
N0000A
N0000B
N0000C
N0002A
N0002B
N
'-1
1/ 2"
6' -1
1/
8"
'-2
/2
12'-9 1/2" 8'-0 5/8" 2'-4 5/8" 18'-5 1/2"
8' -3
'-0
8' -6
-12'-10 1/8"
-12'-2 1/2"
STORAGE
N0000A
ELECTRICAL
N0002A
P21
P21
P21
P21
P21
P21
P21
8' -6
'-0
P21
P21
ENTRY
N0001
23 24
C
D
E0000B
-14'-7"
-14'-11 1/2"
MECHANICAL
E0000
7'-8" 3'-2 1/2"
L2
E0000A
6' -1
0"
T R
EA
D
S
6' -5
3'
-6
T
R
EA
D S
'-5
6'-3" 3'-10" 3' -1
" T
YP
CLEAR
3'-0"
C1
AE101
SIM
3' -9
TR
EA
D
S
5' -6
2"
3'-10"
CLEAR
3'-0"
7' -8
-3'-2 1/2"
AE101
SIM
A. SEE SHEET AE001 FOR GENERAL
NOTES, LEGENDS AND SYMBOLS.
B. HAZMAT REMOVAL AND
DEMOLITION WORK TO BE FULLY
COMPLETED PRIOR TO NEW
WORK.
C. REFER TO STRUCTURAL
DRAWINGS FOR SHEAR WALL AND
SLAB INFILL CONSTRUCTION.
D. STRUCTURAL WAFFLE SLAB TO
REMAIN UNO. PAINT PNT-1B.
E. FIELD VERIFY CLEAN AND
ACCEPTABLE SUBSTRATE AT
EXISTING PRIOR TO START OF
NEW WORK.
F. WAFFLE SLAB BEAM LOCATIONS
AND LIMITED DOME OPENING
CLEARANCES REQUIRE
ADHERENCE TO PLAN LAYOUT.
G. MPE AND FP SYSTEM
INFRASTRUCTURE LOCATIONS
SHOWN FOR COORDINATION WITH
EXISTING STRUCTURAL WAFFLE
SLAB.
H. VARIANCE FROM PLAN
LOCATIONS TO BE BROUGHT TO
THE IMMEDIATE ATTENTION OF
THE CONTRACTING OFFICER.
I. REFER TO SIMILAR AREA PLANS
AS NOTED FOR PLAN LAYOUT AND
DETAIL.
J. REFER TO LIFE SAFETY
OCCUPANCY LEGEND ON G102
FOR REQUIRED FIRE RATED
PARTITION LOCATIONS
K. REFER TO SHEET IN204 FOR
ELEVATOR CAB ELEVATIONS.
GENERAL NOTES THIS SHEET:
FIRST FLOOR
0"
D
AE301
6' - 10" 6' - 5" 3' - 6" 17' - 5" 4' - 0"
3' - 1"
8'
0"
WOVEN WIRE FABRIC
MECHANICAL SCREEN.
METAL PICKET GUARDRAIL
AND HANDRAIL, FINISH TO
MATCH MET-4
90 MIL EPDM ROOFING ON
LOW SLOPE METAL DECK.
NEW EXTERIOR METAL
STAIRS
4'
1/
4"
/4
3'
0"
6"
3/4" / 12"
MECHANICAL
W0000A
6" 3'
0"
STEEL BEAM, SEE
STRUCTURAL
CMU WALL, SEE
STRUCTURAL
AE505
Sim
AE505
Sim
AE505
Sim
8" CAST-IN-PLACE
CONCRETE WALL
SIDEWALK - REFER TO
STRUCTURAL DRAWINGS
D
AE505
Sim
3' -6
4'
-0
METAL PICKET GUARDRAIL
AND HANDRAIL, FINISH TO
MATCH MET-4
4' 2'
4'
8' 1/
4" =1
'-0
US Army Corps of Engineers ®
SHEET ID
U S
AR
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
'F
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E
G R
AP
H
IC
S
C A L
ES
R
EP
AI
R
A
LL
EN
H
AL
L
3, TH
A
VE
FO
R T
G O
R D
O N
, G
EO
R G
IA
PLAN NORTH
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
ES
, I
N C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
1-
KEY PLAN
/1
5/
ISSUED FOR CONSTRUCTION
WEST EAST
AE101
BA
SE
M
EN
T
FL
O O
R E
N
LA
R G
ED
P
L A N
S
JW
B
/ J M
JW
B
/ J M
W H
H
LM
R
JB
E
FY
PN
1/4" = 1'-0"AE101
A2 BASEMENT FLOOR PLAN - WEST
1/4" = 1'-0"AE101
C3 BASEMENT FLOOR PLAN - NORTH
1/4" = 1'-0"AE101
A3 BASEMENT FLOOR PLAN - EAST
1/4" = 1'-0"AE101
C1 SECTION THROUGH METAL STAIR
1/4" = 1'-0"AE101
1 METAL STAIR SECTION
SHEET KEYNOTES:
1 METAL PICKET GUARDRAIL AND
HANDRAIL, FINISH TO MATCH MET-4
2 NEW EXTERIOR METAL STAIRS
3 WOVEN WIRE FABRIC MECHANICAL
SCREEN.
4 90 MIL EPDM ROOFING ON LOW SLOPE
METAL DECK.
5 STEEL BEAM, SEE STRUCTURAL
6 CMU WALL, SEE STRUCTURAL
7 FIRE EXTINGUISHER WITH MOUNTING
BRACKET
8 8" CAST-IN-PLACE CONCRETE WALL
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
M
EN
D M
EN
T
J
U
LY
DN
DN
C
AV
D
AV
D
9 11 12 13 14
A
C
D
10 15
B
M
AT
C H
L
IN
E S E
E 1/
A E1
M A T
C H
L
IN
E S E
E 1/
A E1
MATCH LINE SEE 1/ AE114
IN202 12
M
AT
C H
L
IN
E S E
E 1/
A E1
M A T
C H
L
IN
E S E
E 1/
A E1
MATCH LINE SEE 1/ AE114
12.1 12.9
AE302
AE303
SIM
E1008 E1006A
1103C1100A
N11
W1002W1000
1131A1129C
A
00 11
A
2'-10 5/8" 5 3/8" 2'-8 1/8" 3'-0"
3'-0 1/8"
5'-8 1/8"
5 3/8" 2'-10 5/8"
20'-2 3/4"
9 3/8" 6 5/8"
19'-1"
1'-4 1/2"
21'-0"
2'-10 5/8"
6'-1 1/2" 3'-0" 6'-1 1/2" 2'-10 5/8"
2'-5" 5'-1" 4'-6" 9'-0" 9'-0" 11'-10 1/2"
1 5/8"
6 5/8" 20'-5 1/2" 21'-0" 12'-2" 7'-8" 1'-2"
8 1/4"
9'-3" 3'-0" 9'-0"
11 3/4"
19'-0 1/2" 11 3/4"
6 7/8"
20'-4 7/8" 11 5/8" 19'-0 1/2"
1'-0 1/4"
9'-0" 3'-0" 9'-0 1/8" 11 1/4"
1/
2"
8' -1
1/
8" 6'
-8
8' -4
/8
2'
-6
/8
'-5
/2
9' -1
1/
2"
1/ 2"
'-1
5/
8"
9' -3
'-1
1/ 4"
1' -1
/4
2'
-2
/4
'-8
/8
'-7
/8
6' -1
/2
4'
-3
/2
1' -7
/8
3' -2
3' -2
5' -1
5/
8"
'-9
/4
3' -5
3' -2
3' -2
6"1' -0
/4
1'-2 3/4"
1'-1"
9'-8 1/4" 2'-7 7/8" 1'-3 5/8"
8'-0 1/2"
P31
P1
P0
P1
P0
P1 1 P5
P0
P1
P11
P01
P11
P0
P1
P51
P21B
P1
P31
P21B P11
P11
P01P01
P2 1B
P11
P11
P11
P21B
P1
P1
P21B
P1
P1
P0
P01
P0
IN2053
CLASSROOM
1129A
COMM ROOM
W1000
ELECTRICAL
ROOM
W1002
INSTRUCTOR
SUITE
INSTRUCTOR
SUITE
STAIR
N1
ELECTRICAL
1103C
ELECTRICAL
1100AELECTRICAL
1131A
ELECTRICAL
1129C
ELEVATOR
E3
COMMONS
1000D
CLASSROOM
1103A
WOMEN
E1006A
LOBBY
1000B
CORRIDOR
1000F
W14
W13
W15
W7W8
P02
P11P01
P0
P01
AE401
B3 SIM
AE401
B3 SIM
W6A
J
G
K
CLEAR
5'-3"
4' -1
0"2
W1 W1
622 621 622 621
5 54
AE504
3' -0
6'
-0
AE405
AE504
AE501
AE603
5A
'-6
ELEVATOR
MACHINE ROOM
E1009
MEN
E1008
E1
3' - 5 3/4"
W5A
0'-8"
0'-8"
0'-0"
4' -1
0"
1' -0
1'
-0
1' -0
7' -0
8 1/2" 15'-5 3/4"
1' -3
/8
1'-7 1/8"
P21
P21
P21
AE501
AE501
IN504
4'-7 1/2"12
-0'-8"
-7'-3 1/2"
-12'-10"
15'-0"
2' -1
3'
-8
3' -8
-0'-8"
-7'-3 1/2"
-12'-10"
1'-0" TYP 1'-0" TYP
9'-2" 5'-8"
7'-6"
3' -8
3'
-8
7'-6"
9'-2"
AE405
AE405 5
16 16
P01
P01 P11B
P11
AE507
P51P51
P51
6'-6"
AE302
17 17
-0'-8"
10' - 9"
A. SEE SHEET AE001 FOR GENERAL
NOTES, LEGENDS AND SYMBOLS.
B. HAZMAT REMOVAL AND
DEMOLITION WORK TO BE FULLY
COMPLETED PRIOR TO NEW
WORK.
C. REFER TO STRUCTURAL
DRAWINGS FOR SHEAR WALL AND
SLAB INFILL CONSTRUCTION.
D. STRUCTURAL WAFFLE SLAB TO
REMAIN UNO. PAINT PNT-1B.
E. FIELD VERIFY CLEAN AND
ACCEPTABLE SUBSTRATE AT
EXISTING PRIOR TO START OF
NEW WORK.
F. WAFFLE SLAB BEAM LOCATIONS
AND LIMITED DOME OPENING
CLEARANCES REQUIRE
ADHERENCE TO PLAN LAYOUT.
G. MPE AND FP SYSTEM
INFRASTRUCTURE LOCATIONS
SHOWN FOR COORDINATION WITH
EXISTING STRUCTURAL WAFFLE
SLAB.
H. VARIANCE FROM PLAN
LOCATIONS TO BE BROUGHT TO
THE IMMEDIATE ATTENTION OF
THE CONTRACTING OFFICER.
I. REFER TO SIMILAR AREA PLANS
AS NOTED FOR PLAN LAYOUT AND
DETAIL.
J. REFER TO LIFE SAFETY
OCCUPANCY LEGEND ON G102
FOR REQUIRED FIRE RATED
PARTITION LOCATIONS
K. REFER TO SHEET IN204 FOR
ELEVATOR CAB ELEVATIONS.
GENERAL NOTES THIS SHEET:
4' 2'
4'
8' 1/
4" =1
'-0
US Army Corps of Engineers ®
SHEET ID
U S
AR
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
'F
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E
G R
AP
H
IC
S
C A L
ES
R
EP
AI
R
A
LL
EN
H
AL
L
3, TH
A
VE
FO
R T
G O
R D
O N
, G
EO
R G
IA
PLAN NORTH
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
ES
, I
N C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
1-
KEY PLAN
/1
5/
ISSUED FOR CONSTRUCTION
A
B
C
D
E
F
WEST EAST
AE113
FI
R
ST
F
LO
O
R P
LA
N
AR
EA
C
JW
B
/ J M
JW
B
/ J M
W H
H
LM
R
JB
E
FY
PN
1/4" = 1'-0"AE113
1 FIRST FLOOR PLAN - AREA C
SHEET KEYNOTES:
1 FLOOR DRAIN
2 DOWNSPOUT
3 MODULAR ACOUSTICAL WALL
PANEL SYSTEM. REFER TO
ELEVATION FOR PATTERN
INFORMATION.
4 CASEWORK
5 WOVEN WIRE FABRIC MECHANICAL
SCREEN.
6 1/8" TERRAZZO DIVIDER STRIP
7 CORNER GUARD FINISHED TO
MATCH ADJ WALL
8 ABA MANUVERING CLEARANCE
PUSH FROM HINGE SIDE WITH
CLOSER AND LATCH.
9 6' HIGH CHAIN LINK FENCE
10 CAST IN PLACE CONCRETE STAIR,
SEE SHEET AE505
11 SLIDING FIRE AND SMOKE
PARTITION WITH INTEGRAL EGRESS
DOOR
12 1-1/2" DIA PAINTED STEEL HANDRAIL
MOUNTED TO SLAB, FINISH TO
MATCH MET-4
13 METAL PICKET GUARDRAIL, FINISH
TO MATCH MET-4
14 METAL PICKET GUARDRAIL AND
HANDRAIL, FINISH TO MATCH MET-4
15 EXISTING STAIR AND FINISH TO
REMAIN
16 RECESSED FIRE EXTINGUISHER
CABINET
17 VERTICAL DUCT CHASE BANK - SEE
INTERIOR ELEVATION DRAWINGS
FOR ACCESS PANEL LOCATIONS.
18 HEAVY-DUTY WELDED BAR
GRATING, 3" X 1/4", 1-3/16" CENTER
TO CENTER SPACING.
19 MECHANICAL EQUIPMENT, SEE
M-SERIES SHEETS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
M
EN
D M
EN
T
J
U
LY
FD
FDFD
FD FDFD
AV
D
AV
D
9 11 12 13 14
D
E
F
10 15
M
AT
C H
L
IN
E S E
E 1/
A E1
AE403
MATCH LINE SEE 1/ AE113 MATCH LINE SEE 1/ AE113
M
AT
C H
L
IN
E S E
E 1/
A E1
AE202
AE202
AE202
12.1 12.9
IN202
M
AT
C H
L
IN
E S E
E 1/
A E1
M
A T C
H L
IN
E
S E E
1/ A
E1
AE303
SIM
3'-1 1/2" 14'-9 1/8" 3'-1 1/2" 21'-6 5/8" 20'-5 1/2" 1'-10 5/8" 7'-4 7/8" 6'-0 1/2" 7'-4 7/8"
1'-4 5/8"
5'-10 5/8" 2'-11 7/8" 5'-10 5/8"
AE303
SIM
____________________________________________________3
AE303
SIM
AE303
SIM
AE303
SIM
1117B 1117A
A
B
1115A 1113C
A
1115B
D
1115C
A
2'-1 7/8"
5'-3 1/4" 4'-7"
5 1/4"
8'-6 7/8" 21'-0" 20'-5 1/2"
6 5/8"
2'-7 5/8" 10'-0"
1'-2 5/8"
7'-1 7/8" 8'-5 1/8"
2'-3 1/4"
10'-3 3/4"
5/
8"
'-2
/8
1' -7
/8
7'
-1
1/ 2"
'-5
/8
'-0
/8
7' -7
/8
9'-11 3/8" 3'-0" 9'-0" 21'-6 5/8" 20'-5 1/2" 4'-11 7/8"
11'-0" 4'-0 7/8" 9'-11 3/8"
2'-11 7/8"
9'-0 1/8" 1'-0 3/8"
1'-10 5/8"
7'-4 7/8" 1'-0 1/2"
4'-0"
11 7/8"
7'-4 7/8"
1'-1"
6'-2 1/4"
2' -9
4' -3
3'
-4
/8
5/
8"
1' -5
/2
P31
P11
P11 P01
P01
P11
P01 P01
P1
P0
P1
P2 1B
P01
P1
P2 1B
P1
P11 P11 P11
P21B
P31
P02
P0
P01
P0
IN202
IN204
IN201 2
CLASSROOM
1119A
LOBBY
1000B
MEN
E1008
WOMEN
E1006
COMMONS
1000C
INSTRUCTOR
SUITE
SOUTH
VESTIBULE
S1
RESTROOM
1115C
RESTROOM
1115B
BREAK ROOM
ELECTRICAL
1119C
ELECTRICAL
1117A
ELECTRICAL
1113C
CLASSROOM
1113A
ELECTRICAL
1115A
CLOSET
1115D
W8
W5A
W12
W11AW11
AE603
W16 W6
AE401
B3 SIM
AE401
B3 SIM
AE403
AE403
2 SIM
S1
S1
S1
S1
W9
C
D
N
P31
P02
AE302
AE304
W1 W1
W8
622 621 622 621
604 603
1 1
1 3
1' -6
AG401
AE510
AE603
AE603
5A
IN202 8
0'-8"
0'-3"
RAMP
DOWN
AE508
Sim
0'-3"
1' -7
7'
-0
5' -6
P11
P11
MEN
E1008
3' - 5 3/4"
AE503
W7
1' -3
/8
5 1/2" 2'-4 1/2"
AE604
AE501
1'
1/
2"
1' - 9 1/2"
AE501
IN504
IN504
IN504
IN504
AE302
IG601
AE403
A. SEE SHEET AE001 FOR GENERAL
NOTES, LEGENDS AND SYMBOLS.
B. HAZMAT REMOVAL AND
DEMOLITION WORK TO BE FULLY
COMPLETED PRIOR TO NEW
WORK.
C. REFER TO STRUCTURAL
DRAWINGS FOR SHEAR WALL AND
SLAB INFILL CONSTRUCTION.
D. STRUCTURAL WAFFLE SLAB TO
REMAIN UNO. PAINT PNT-1B.
E. FIELD VERIFY CLEAN AND
ACCEPTABLE SUBSTRATE AT
EXISTING PRIOR TO START OF
NEW WORK.
F. WAFFLE SLAB BEAM LOCATIONS
AND LIMITED DOME OPENING
CLEARANCES REQUIRE
ADHERENCE TO PLAN LAYOUT.
G. MPE AND FP SYSTEM
INFRASTRUCTURE LOCATIONS
SHOWN FOR COORDINATION WITH
EXISTING STRUCTURAL WAFFLE
SLAB.
H. VARIANCE FROM PLAN
LOCATIONS TO BE BROUGHT TO
THE IMMEDIATE ATTENTION OF
THE CONTRACTING OFFICER.
I. REFER TO SIMILAR AREA PLANS
AS NOTED FOR PLAN LAYOUT AND
DETAIL.
J. REFER TO LIFE SAFETY
OCCUPANCY LEGEND ON G102
FOR REQUIRED FIRE RATED
PARTITION LOCATIONS
K. REFER TO SHEET IN204 FOR
ELEVATOR CAB ELEVATIONS.
GENERAL NOTES THIS SHEET:
4' 2'
4'
8' 1/
4" =1
'-0
US Army Corps of Engineers ®
SHEET ID
U S
AR
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
'F
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E
G R
AP
H
IC
S
C A L
ES
R
EP
AI
R
A
LL
EN
H
AL
L
3, TH
A
VE
FO
R T
G O
R D
O N
, G
EO
R G
IA
PLAN NORTH
SA
VA
N N
AH
D
IS
TR
IC
T
SA
VA
N N
AH
, G
EO
R
G
IA
AE
C
O M
S
ER
VI
C
ES
, I
N C
S J
EF
FE
R
SO
N S
T
ST
E
R
O
AN
O
KE
V A
1-
KEY PLAN
/1
5/
ISSUED FOR CONSTRUCTION
A
B
C
D
E
F
WEST EAST
AE114
FI
R
ST
F
LO
O
R P
LA
N
AR
EA
D
JW
B
/ J M
JW
B
/ J M
W H
H
LM
R
JB
E
FY
PN
1/4" = 1'-0"AE114
1 FIRST FLOOR PLAN - AREA D
SHEET KEYNOTES:
1 FLOOR DRAIN
2 DOWNSPOUT
3 PLAM CLAD ADJUSTABLE SHELVES
ON HEAVY DUTY STANDARDS AND
BRACKETS. REFER TO SHEET AE002
FOR MOUNTING HEIGHTS.
4 CASEWORK
5 ABA MANUVERING CLEARANCE
PUSH FROM HINGE SIDE WITH
CLOSER AND LATCH.
6 RECESSED FIRE EXTINGUISHER
CABINET
7 VERTICAL DUCT CHASE BANK - SEE
INTERIOR ELEVATION DRAWINGS
FOR ACCESS PANEL LOCATIONS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
R
EV
IS
ED
IN
A C
C O
R D
AN
C
E W
IT
H
A M
M
EN
D M
EN
T
J
U
LY
DN
AV
D
AV
D
AV
D
AV
D
9 11 12 13 14
A
C
D
10 15
B
AE301
M
AT
C H
L
IN
E S E
E 1/
A E1
M A T
C H
L
IN
E S E
E 1/
A E1
MATCH LINE SEE 1/ AE124
AE201
AE203
AE203
AE202
12.1 12.9
AE302
MATCH LINE SEE 1/ AE124
M
AT
C H
L
IN
E S E
E 1/
A E1
E
2129C 2131A
2000CA
W2002
W
C
A
D
2103C2100A
6'-1 1/2" 3'-0" 6'-1 1/2" 20'-10 1/4"
6" 9'-9 3/4" 1'-8 1/4"
8 1/2" 8'-3 5/8" 9'-0" 8'-11 3/4"
6'-0 3/4" 3'-0 1/8" 5'-11 3/8"
9' -6
/8
'-7
/4
5/ 8"
'-4
/8
'-8
/8
2' -1
3/
8" 6'
-7 "1'
-4
/8
1/
4" 8'
-3
/8
5' -1
5/
8" 8'
-7
/8
/8
1' -8
/2
'-8
/8
8 7/8" 9'-3"
1'-1 5/8" 8 7/8"
1'-1 5/8"
9'-0" 9 1/2" 19'-2 3/4"
11 3/4"
20'-11 3/4" 3/8" 11 1/4"
18'-11 5/8"
1'-1 1/8"
9'-0"
1'…
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