W9128A-18-B-0002_Am-0011_Drawings_(2_of_3).pdf
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NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
SCALE: 1/8"=1'-0"
4' 8' 12' 16' 20' 24'0
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
TE L . B O X
S 6
S6
DO
UB
L E Y E L
LO
W L I
NE
S4
"W
6"SS
4"
SS
EJ
EJ
10'-0"
TY
P.
5 '-0 " T YP.
EJ
EJ
EJ
EJ
STA . ANG-14B
ST
A .
A
NG
-1 4A
G.P .
TW 6. 6 8
TW 6. 5 8
TW 6. 5 4
TW 6. 4 0
TW 6. 3 9
TW 6. 3 5
SDMH(ABANDONED)
ELEC. MHMETAL BOX(ABANDONED)
ICV BOX
C.O.
C.O.
ICV BOX
ICV BOX
ICV BOXICV BOX
ICV BOX
C.O. METAL BOX
TRE E
EL E C . B O X
SM H
SM H
SMH
SMH
SMH
SDMH
RAM P
RAMP
WV
SM H
EL
EC
BO
X
TO P 32 . 7 6
TO P 32 . 7 4
TO P 32 . 6 7 TO P 32 . 6 8
TO P 32 . 7 4
TO P 32 . 7 7
TW 12 . 0 2
TW 12 . 0 6
TW 13 . 4 8TW 13 . 3 9
TW 12.03
TW 13.48
TW 13 . 4 5
TW 13 . 3 6
TW 12 . 1 3
TW 11 . 9 9
TW 13 . 4 5
U. P .
EM H MH TOP=4.33
EMH EM HEMH
EM H
TE L . B O X
ST A . A N G- 1 8
PK
N
A IL
E L E V 3 .
TO P 28 . 9 1
C OC O N U T
TRE E
G.W .
U. P .
TO P 28 . 4 3
TO P 28 . 5 2
TO P 28 . 5 6
TO P 28 . 4 0
TO P 28 . 5 2
TO P 28 . 1 5
TO P 28 . 0 9
T E L .
B
OX
E L
EC
BO
X
T E L .
B
OXE L
EC
MH
T W 1.
T W 1.
G.
W
SM
H
W V W V
SO FF I T= 3. 1 3( 2 4" )
ME T AL C OV E R
SD M H
TRE E
C OC O N U T
WV
ICV
L.P .
BF P
3- IC V
IC V B O X
PAL M
TW 7. 6 1
TW 7. 2 4
TW 6. 7 0
TW 6. 5 1
TW 6. 4 3
TW 6. 6 2
TW 7. 7 3
TW 13.25
TEL. BOX
EL E C . B O X
EM H ( AB A N D ON E D )
EMH
WV
G.P .
BF P
CO NC . 5 . 6 7
CO NC . 5 . 6 6
CO NC . 6 . 0 8
RI SE R
ST A . A N G- 1 4 C
BO T . 2 4. 8 9
TRE E
D= 4 '
H= 4 0 'TRE E
D= 4 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 2 0 '
D= 3 ' H= 4 0 '
D= 2 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 3 0 '
BO T . 2 6. 7 6
BO T . 2 6. 6 0
BO T . 2 6. 7 2
BO T . 2 7. 4 3
A/ C U N I T
BO T . 2 6. 7 2
BO T . 2 5. 8 5
BW 4. 3 9BW 4. 5 2
BW 4. 5 6
TO P =4 . 5 6
TE N T
BOT.=3.33BW 4.48
TOP=4.60
BO T . 2 9. 8 7
BO T . 2 9. 9 4
BO T . 2 9. 9 6
BO T . 2 9. 8 8
BO T . 2 9. 9 4
BO T . 2 9. 9 7
BW 4. 4 5
TO P =4 . 5 8
BW 4. 6 3
BW 4. 4 9
BW 4. 3 6
BW 4. 4 5
BO T . 1 8. 0 1
"Y" CUTELEV.=5.40
GN D . =2 . 1 3
T O P=
3 .
T S 2 .
T O P=
3 .
T S 2 .
T O P=
2.
IN
V .
1.
( 8
B W .5
B W .3
T O P=
3 .
CA NO P Y
SHE D
GAT E
TOP=5.60INV.=2.24
F .H .
TOP=5.40INV.=0.34(6")
TOP=6.02
TOP=6.13INV.=0.08
PALMSD=3'H=20'PALMD=3'H=20'
TOP=5.51INV.=-0.70(6")
RAM P
RAM P
TO P =5 . 5 9
IN V . =- 4. 9 8( 8" )
TOP=5.66
TO P =5 . 8 7
IN V . =- 5. 5 8( 8" )
SHE D
BU I L DI N G 3 4 0 4
BU I L DI N G 3 4 0 2
BW 5. 3 8
BW 5. 2 8
BW 5. 2 4
BW 5. 1 0
BW 5. 0 9
BW 5. 0 5
PA LM S
D= 1. 5 ' H= 2 0 '
TO P =5 . 6 7
IN V . =- 0. 5 6( 6" )
D= 1. 5 ' H= 1 5 '
RAMP
RAMP
RAMP TOP=5.64TS=5.09
TO P =5 . 9 2
D= 2 ' H= 4 0 '
D= 3 ' H= 1 5 '
BW 4. 7 0
BW 5. 7 3
IC V B O X
PAL M
D= 3 ' H= 1 5 '
BW 4. 6 2
BW 4. 4 3
BW 4. 5 1
"Y " CU T
EL EV .= 4 .4 9
TO P =5 . 3 0
TS = 1. 2 0
F .H .
BW 5. 2 4
ME T AL C OV E R
ME T A L B O X
TO P =5 . 6 1
(F IL L ED W/ WA T ER )
TW 8. 5 1TW 8. 5 1
BW 3. 7 1BW 3. 7 1
"Y " CU T
EL EV . =2 8 .4 6
PAL M
D= 1. 5 ' H= 2 0 '
SHE D
SHE D
C.L. FENC E, H=6'
C.L.FENCEH=6'
RAMP
A . C. 5 .4 6
TO P =5 . 5 0
TS =
BO X E S
PAL M
D= 3 ' H= 1 5 '
C OC O N U T
D= 2 ' H= 4 0 '
TOP=5.97
D= 1 ' H= 1 0 '
BW 5.65
PALMSD=1'H=10'
A . C. 5 .3 8 A . C. 5 .3 7
BW 5. 6 1
TOP=4.57
BW 4.53 TOP=4.60
BW 4. 4 8
TO P =4 . 4 4
W
W
BUILDING 3440
S
S
S 6
S6
S6
S6
S
S
S 6
W 1
S
(EMPTY)
A .C .
DOUBLE YELLOW LINERED LINE
PIM
PIM
D 15
WVTOP=5.88TS=5.03
SDMHTOP=5.83
D 15
D6
S
S 6
S 6
D
18DROP INV.=1.30(6")
DROP INV.=1.24(6")
DR O P I N V . = - 2. 2 8 (6 " )
IN V . =- 5. 0 2( 8" )
CO NC . P A D
W/ 8 X 8
OC T A GO N A L P A D
RE
D
LIN
E
RE
D
LIN
E
RE
D
LIN
E
METAL BOX 6"W4"SS
W
A
1 4
C
B
2 3
STORAGE
YARD
EXST
MECH
BUILDING
(NIC)
C1 A-340
B1 A-340
D 407A
D
D
D
D
D
A-440 A1
A-441 A1
D
D
D
D
D
D
D 407B
D
D
D
D
D
D
D
D
W 400A
W 400B
W
W
W
W
SENTRY ALOHA - PARTIAL
FLOOR PLAN 'A'
SENTRY ALOHA -
PARITAL FLOOR PLAN 'B'
82' - 0"
B1 A-503
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
CHAINLINK FENCE,
SEE CIVIL DWGS
WALKWAY, SEE
CIVIL DWGS FOR CONTINUATION,
SEE CIVIL DWGS
EXISTING
PLANTING
WALKWAY, SEE
-CIVIL DWGS, TYP
PL
AN
TI
N
G
EXISTING
PLANTING
ROOF LINE ABOVE, TYP
CHAINLINK FENCE,
SEE CIVIL DWGS
FOR CONTINUATION,
SEE CIVIL DWGS
WALKWAY, SEE
CIVIL DWGS
EXISTING
CONC.
WALKWAY
(NIC)
FOR CONTINUATION,
SEE -CIVIL DWGS
CONCRETE SLAB,
SEE CIVIL DWGS
EXISTING
BIKE RACK
(NIC)
MECH PAD CHAINLINK FENCE,
SEE CIVIL DWGS
20' - 0"
CHAINLINK FENCE,
SEE CIVIL DWGS
81' - 8"
EQUIPMENT STORAGE
SA 407
AFE
SA 406
HALLWAY #1
SA 405
OPEN OFFICE #2
SA 404
WOMEN'S
SA 410
SHOWER
SA 409
MEN'S
SA 408
HALLWAY #2
SA 411
STOR
SA 413
JAN CLOSET
SA 412
COMM
SA 414 ELEC RM
SA 415
MECH RM
SA 416
SA STAFF #1
SA 417
SA STAFF #2
SA 418
SA STAFF #3
SA 419
SA OIC
SA 420
OPEN OFFICE #1
SA 400
OPS VAULT #2
SA 401
MX VAULT
SA 403
OPS VAULT #1
SA 402
A-505
W
No. 14637
ARCHITECT
PROFESSIONAL
LICENSED
H
A W A I I , U . S . A
SC
OTT R.J.
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M A
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S C
R
IP
TI
O
N A
P P
R
D A
TE
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
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U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
TI
O
N A
P P
R
D A
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JO
IN
T
BA
SE
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EA
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L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
Y
S U
B M
IT
TE
D B
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P
LO
T S
C A
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S
IZ
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A N
S I D
C H
E C
K E
D B
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IS
S
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D A
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N A
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D A
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S O
LI
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IT
A
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N N
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D -0
C O
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N U
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H
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K A
M A
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F
O R
C E
B A
S E
, O A
H U
, H A
W A
II
FY
K
N M
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F-
F
IG
H
TE
R A
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R
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FA
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IL
IT
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C oS
M A
S C
O
TT
R J
H A
R A
D A
, A
IA
S H
1/ 8/
IW
IL
EI
R
O
AD
, S U
IT
E
H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/1 5 /
A-140
SE
N
TR
Y
AL
O
H A
- O
VE
R
AL
L
FL
O O
R P
LA
N sb
-P
N
3 1 1-
BN
H
Q
- A
-1
.d w g
SCALE: 1/8" = 1'-0"A1 SENTRY ALOHA - OVERALL FLOOR PLAN
LEGEND
N
STRUCTURE
LOCATION
KEY PLAN
INTERIOR PARTITION, SEE PARITTION TYPES
EXTERIOR WALL, SEE WALL SECTIONS
STC RATED PARTITION WALL
SEMI MOUNTED FIRE EXTINGISHER, SEE FIRE
PROTECTION SHTS
WALL MOUNTED FIRE EXTINGISHER, SEE FIRE
PROTECTION SHTS
GROSS BUILDING AREA
TOTAL GROSS BUILDING AREA:
MAXIMUM ALLOWED DD1391:
4,920 SF
5,059 SF (470 SM)
EXIST.
PARKING LOT
EXISTING APRON
F-16 LAYOUT
KEY TO
INTERIOR
ELEVS.
A
B
C
D
A.1
B.1
C.1
D.1
NOTES:
1. FOR EXTERIOR ELEVATIONS SEE SHEETS A-240, A-241
2. FOR INTERIOR ELEVATIONS SEE SHEETS A-242 TO A-247
4. SENTRY ALOHA
152 410
AM
EN
D M
EN
T
7/
/1
40'
SCALE: 1"=40'
0 80' 120'
E
BUILDING
O/H
O/H
CREW QUARTERS
6, 954 SF
LO
X
HUSH HOUSE
STRUCTURE,
UNDER
SEPARATE
CONTRACT
EXST
HUSH
HOUSE
(NIC)
HUSH HOUSE
PAD, SEE CIVIL
DWGS
CULVERT, SEE
CIVIL DWGS
CONCRETE TO
CONNECT TO
EXST HUSH
HOUSE PAD, SEE
CIVIL DWGS
HUSH HOUSE
BUILDING PAD,
SEE STRUCT
DWGS
EXST HUSH
HOUSE PAD
(NIC)
EXST TAXIWAY
(NIC)
STORAGE AREA TEMPORARY SECURITY
FENCE (PHASE 2)
LOW PROFILE BARRIER
FREE ZONE
CUT INTO
EXISTING
SECURITY GATE
CUT INTO
EXISTING
SECURITY GATE
TEMPORARY SECURITY
FENCE (PHASE 1)
No. 14637
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A
B
C
D
1 2 3 4 5
D E
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U .S
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M Y
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O F
EN
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IN
EE
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SHEET
IDENTIFICATION
OF
M A
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D E
S C
R
IP
TI
O
N A
P P
R
D A
TE
JO
IN
T
BA
SE
P
EA
R
L H
AR
BO
R
H
IC
KA
M
, H
AW
AI
I
IN
K
AR
C
H , L
LC
D R
A W
N B
Y
S U
B M
IT
TE
D B
Y
P
LO
T S
C A
LE
S
IZ
E
A N
S I D
C H
E C
K E
D B
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IS
S
U E
D A
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FI
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N A
M E
D A
TE
S O
LI
C
IT
A
TI
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N N
O
W
A
-0 9-
D -0
C O
N
TR
A C
T N
O
FI
LE
N U
M B
E R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
, O A
H U
, H A
W A
II
FY
K
N M
D
F-
F
IG
H
TE
R A
LE
R
T
FA
C
IL
IT
Y
C oS
M A
S C
O
TT
R J
H A
R A
D A
, A
IA
S H
1/ 8/
IW
IL
EI
R
O
AD
, S U
IT
E
H O
N O
LU
LU
, H I 9
P:
-5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/0 8 /
A-150
H U
SH
H
O U
SE
P
AD
SI
TE
P
LA
N sb
-P
N
3 1 1-
BN
H
Q
- A
-1
.d w g
SCALE: 1" = 40'-0"A1 HUSH HOUSE PAD - SITE PLAN
KEY PLAN
N
BUILDING
PAD
LOCATION
5. HUSH HOUSE PAD
1. CONTRACTOR SHALL COORDINATE WORK OF HUSH HOUSE
STRUCTURE RELOCATION THAT IS UNDER A SEPARATE
CONTRACT WITH HUSH HOUSE PAD WORK.
2. CONTRACTOR SHALL COORDINATE WITH HUSH HOUSE
RELOCATION CONTRACTOR (UNDER SEPARATE CONTRACT)
BEFORE POURING OF THE SLAB AND COORDINATE SITE
INSPECTIONS DURING CONSTRUCTION.
AM
EN
D M
EN
T
3/
2/
LEGEND
FREE ZONE
LOW PROFILE BARRIER
PHASE 1 - TEMPORARY SECURITY FENCE
W/ DUST SCREEN SEE CIVIL SHT
D3/CD104a
AM
EN
D M
EN
T
6/
/1
PHASE 2 - TEMPORARY SECURITY FENCE
W/ DUST SCREEN SEE CIVIL SHT
D3/CD104a
AM
EN
D M
EN
T
7/
/1
410155
M A
X
M
IN
11" MIN
M A
X B
O T
O F
R E
F L E
C T
IV
E
E D
G E
8" 9 "M
IN
M A
X
7"-9"
13-1/2" MIN
16"-18"
12" MIN 24" MIN
M
IN
M A
X
15" MAX
-1
/2
M
IN
M A
X
2-1/2" MAX
-1
/2
M A
X
18"
16"-18"
ACCESSIBLE STALL - SIDE ELEVATION
FIN FLR
ACCESSIBLE STALL - FRONT ELEVATION
GRAB BARS
STANDARD STALL - SIDE ELEVATION
ACCESSIBLE & STANDARD LAVATORY - SIDE ELEVATION
MIN
SOAP DISPENSER - SIDE ELEVATION
ACCESSIBLE & STANDARD LAVATORY - FRONT ELEVATION
ADA ROOM ROBE HOOK - FRONT ELEVATION
ACCESSIBLE
URINAL
ELONGATED
RIM
F L U
S H
M E
C H
A N
IS
M
C O
N T
R O
L
GRAB BARS
FIN FLR
SANITARY NAPKIN
DISPOSAL
ACCESSIBLE
WC WITH 18"
SEAT HEIGHT
TTD
STANDARD WC
WALL FACE
ACCESSIBLE MIRROR
TOP OF LAVATORY
EXTENT OF
REQUIRED KNEE
& TOE
CLEARANCE
FIN FLR
ACCESSIBLE
LAVATORY
NOTE:
PROVIDE PIPE GUARDS
FOR ALL EXPOSED PIPING
AS SPECIFIED BY
MECHANICAL
ACCESSIBLE SD
CENTER MIRROR ON
LAV
ACCESSIBLE LAVATORY
FIN FLR
ACCESSIBLE URINAL - FRONT AND SIDE ELEVATIONS
ACCESSIBLE
ROBE HOOK
ROBE HOOK WALL FACE
ACCESSIBLE
SOAP DISPENSER
HIGHEST PART
OF SPOUT
FIN FLR
FIN FLR
WALL FACE
FACE OF
WALL OR
PARTITION
TTD
FACE OF WALL
TTD
ACCESSIBLE
WC WITH 18"
SEAT HEIGHT
WALL FACE
FIN FLRFIN FLR
STANDARD STALL - FRONT ELEVATION
FIN FLR
WC
FACE OF WALL
OR PARTITION
TTD
ACCESSIBLE SHOWER COMPARTMENT (TRANSFER TYPE) - ELEV & PLAN
SHOWER
COMPARTMENT
LOCATION
ELEVATION PLAN
TWO WALL
GRAB BAR
ALIGN TOP
SEAT ON OPPOSITE SIDE
2' - 0"
7"-9"
SHOWER
SIDE
TYPICAL SHOWER ROBE HOOK - FRONT ELEVATION
ROBE HOOK
FIN FLR
M A
X
15" - 16"
3' - 6"
4' - 6"
SCD
NOTE:GB SPACE BETWEEN THE
WALL AND GRAB BAR SHALL BE
1 1/2 INCHES
SHOWER
SPRAY
UNIT 48"
MAX
SHOWER EDGE
SHELF 12"
CLR ABOVE
GB
/2
FIN. FLR.
SIDE WALL
WALL FACE
SURFACE MOUNTED
PAPER TOWEL
DISPENSER AND
WASTE RECEPTACLE
PAPER TOWEL DISPENSER - FRONT AND SIDE ELEVATION
FIRE EXTINGUISHER - FRONT ELEVATION, SECTION & PLAN
4" MAX
2 1/2"
/2
1'-1"
M A
X T
O F
L O
O R
PLAN SECTION ELEVATION
TEMPERED
GLASS
ALUM. FACE
& TRIM
GYP. BD.
No. 14637
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A
B
C
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1 2 3 4 5
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IDENTIFICATION
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H
IC
K A
M H
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II
IN
K
A R
C H
L L C
D R
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Y
S U
B M
IT
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E D
B Y
P L
O T
S C
A L
E
S
IZ
E
A N
S I
D
C H
E C
K E
D B
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IS
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U E
D A
T E
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
W
A
-0
-D -0
C O
N T
R A
C T
N O
F
IL
E N
U M
B E
R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
O
A H
U
H A
W A
II
F Y
K N
M D
F -2
F
IG
H
T E
R A
L E
R T
F A
C
IL
IT
Y
C o
S
M A
S C
O T
T R
J H
A R
A D
A
A
IA
S H
/8
/2
I W
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D S
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-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s i n d ic a t e d
/1
/1
A-200
T Y
P
IC
A L F
IX
T
U R
E S
A N
D A
C C
E S
S O
R Y
M O
U N
T
IN
G H
E
IG
H T
S s b
-P
N
-B
N H
Q -A
-2 .d w g
A M
E N
D M
E N
T
/1
/1
410156
4' 8' 12'0
SCALE: 1/4"=1'-0"
T Y
P
A B C D
T Y
P
A B C D
T Y
P
A B
OPEN TO
HALLWAY
#1
C D
T Y
P
A
OPEN TO
OPEN
OFFICE #1
C
OPEN TO
OPEN
OFFICE #2
OPEN TO
OPEN
OFFICE #1
D
OPEN TO
OPEN
OFFICE #2
No. 14637
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OF
M A
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D E
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R
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T
IO
N A
P P
R
D A
T E
J O
IN
T
B A
S E
P E
A R
L H
A R
B O
R
H
IC
K A
M H
A W
A
II
IN
K
A R
C H
L L C
D R
A W
N B
Y
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
S
IZ
E
A N
S I
D
C H
E C
K E
D B
Y
IS
S
U E
D A
T E
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
W
A
-0
-D -0
C O
N T
R A
C T
N O
F
IL
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U M
B E
R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
O
A H
U
H A
W A
II
F Y
K N
M D
F -2
F
IG
H
T E
R A
L E
R T
F A
C
IL
IT
Y
C o
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M A
S C
O T
T R
J H
A R
A D
A
A
IA
S H
/8
/2
I W
IL
E
I R
O A
D S
U
IT
E
H O
N O
L U
L U
H
I
P -5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
/4
/0
/1
A-243
S E
N T
R Y
A L O
H A
I N
T E
R
IO
R E
L E
V A
T
IO
N S s b
-P
N
-B
N H
Q -A
-2 .d w g
KEYNOTES (THIS SHEET ONLY)
SCALE: 1/4" = 1'-0"D1
SENTRY ALOHA - INTERIOR ELEVATION - OPS VAULT #1
SCALE: 1/4" = 1'-0"D3
SENTRY ALOHA - INTERIOR ELEVATION - MX VAULT
SCALE: 1/4" = 1'-0"C1
SENTRY ALOHA - INTERIOR ELEVATION - OPEN OFFICE #2
SCALE: 1/4" = 1'-0"B1
SENTRY ALOHA - INTERIOR ELEVATION - HALLWAY #1
GYP BOARD, AS SCHEDULED
BASE, AS SCHEDULED
DOOR, AS SCHEDULED
WINDOW, AS SCHEDULED
FIRE EXTINGUISHER IN SEMI-RECESSED CABINET, SEE
FIRE PROTECTION SHTS
3 3
PT
WB
TYP
TYP
3 1
TYP
TYP
TYP
TYP
2 TYP
1 TYP
1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL
INFO
2. SEE SHEET A-200 FOR TYPICAL & ADA FIXTURE &
ACCESSORIES MOUNTING HEIGHTS &
LOCATIONS
DRAWINGS NOTES
FINISH SYMBOL, SEE SHEET A-602 FOR ADDITIONAL
INFORMATION
LEGEND
PT
4. SENTRY ALOHA
A M
E N
D M
E N
T
/1
/1
410173
T Y
P
A B1
OPEN
B
C D1
OPEN
TO D
D
A
/4
B C D
No. 14637
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H
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A R
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Y
S U
B M
IT
T
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A L
E
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IZ
E
A N
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D
C H
E C
K E
D B
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IS
S
U E
D A
T E
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
W
A
-0
-D -0
C O
N T
R A
C T
N O
F
IL
E N
U M
B E
R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
O
A H
U
H A
W A
II
F Y
K N
M D
F -2
F
IG
H
T E
R A
L E
R T
F A
C
IL
IT
Y
C o
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M A
S C
O T
T R
J H
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A D
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/8
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I R
O A
D S
U
IT
E
H O
N O
L U
L U
H
I
P -5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
/4
/0
/1
A-244
S E
N T
R Y
A L O
H A
I N
T E
R
IO
R E
L E
V A
T
IO
N S s b
-P
N
-B
N H
Q -A
-2 .d w g
KEYNOTES (THIS SHEET ONLY)
SCALE: 1/4" = 1'-0"C1
SENTRY ALOHA - INTERIOR ELEVATION - AFE
SCALE: 1/4" = 1'-0"B1
SENTRY ALOHA - INTERIOR ELEVATION - EQUIPMENT
STORAGE
GYP BOARD, AS SCHEDULED
BASE, AS SCHEDULED
DOOR, AS SCHEDULED
ROLL UP DOOR, AS SCHEDULED
FIRE EXTINGUISHER IN SURFACE MOUNTED
CABINET, SEE FIRE PROTECTION SHTS
PT
WB
1 TYP
TYP
TYP
PT
1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL
INFO
2. SEE SHEET A-200 FOR TYPICAL & ADA FIXTURE &
ACCESSORIES MOUNTING HEIGHTS &
LOCATIONS
DRAWINGS NOTES
FINISH SYMBOL, SEE SHEET A-602 FOR ADDITIONAL
INFORMATION
LEGEND
4. SENTRY ALOHA
A M
E N
D M
E N
T
/1
/1
174 410
T Y
P
A B C D
T Y
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A B C D
T Y
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A B D
OPEN TO
HALLWAY
#1
T Y
P
A B C
6"
D
T Y
P
A
T Y
P
B1
OPEN TO
B
B C1
OPEN TO
C
D
C
B2
A-701
No. 14637
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IDENTIFICATION
OF
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D E
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R
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T
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N A
P P
R
D A
T E
J O
IN
T
B A
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P E
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B O
R
H
IC
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M H
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A
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K
A R
C H
L L C
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A W
N B
Y
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
S
IZ
E
A N
S I
D
C H
E C
K E
D B
Y
IS
S
U E
D A
T E
F
IL
E N
A M
E
D A
T E
S O
L
IC
IT
A
T
IO
N N
O
W
A
-0
-D -0
C O
N T
R A
C T
N O
F
IL
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U M
B E
R
H
IC
K A
M A
IR
F
O R
C E
B A
S E
O
A H
U
H A
W A
II
F Y
K N
M D
F -2
F
IG
H
T E
R A
L E
R T
F A
C
IL
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Y
C o
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M A
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J H
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S H
/8
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I W
IL
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I R
O A
D S
U
IT
E
H O
N O
L U
L U
H
I
P -5
-1
K N
M D
SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
/4
/0
/1
A-246
S E
N T
R Y
A L O
H A
I N
T E
R
IO
R E
L E
V A
T
IO
N S s b
-P
N
-B
N H
Q -A
-2 .d w g
KEYNOTES (THIS SHEET ONLY)
SCALE: 1/4" = 1'-0"B1
SENTRY ALOHA - INTERIOR ELEVATION - STORAGE
SCALE: 1/4" = 1'-0"B3
SENTRY ALOHA - INTERIOR ELEVATION - COMM
SCALE: 1/4" = 1'-0"C1
SENTRY ALOHA - INTERIOR ELEVATION - HALLWAY #2
SCALE: 1/4" = 1'-0"C3
SENTRY ALOHA - INTERIOR ELEV - JANITOR'S CLOSET
SCALE: 1/4" = 1'-0"D1
SENTRY ALOHA - INTERIOR ELEV - WOMEN'S RESTROOM
GYP BOARD, AS SCHEDULED
GYP BOARD, AS SCHEDULED
BASE, AS SCHEDULED
BASE, AS SCHEDULED
WAINSCOT, AS SCHEDULED
DOOR, AS SCHEDULED
MOP SINK- SEE MECH DWGS
RESTROOM PARTITION SYSTEM
TYP
6 6
PT
WB
PT
5 TYP
6 6
TYP
1 TYP
1 TYP
1 TYP
1 TYP
PCT
PCT
4 TYP
OPEN
TO
OPEN
OFFICE
#1
PT
9 UTILITY SHELF W/ MOP/BROOM
HOLDER AND RAG HOOKS
MIRROR, AS SCHEDULED
GRAB BAR (36" OR 42")
FIRE EXTINGUISHER IN SEMI-
RECESSED CABINET, SEE FIRE
PROTECTION SHTS
1. SEE ROOM FINISH SCHEDULE FOR ADDITIONAL
INFO
2. SEE SHEET A-200 FOR TYPICAL & ADA FIXTURE
& ACCESSORIES MOUNTING HEIGHTS &
LOCATIONS
DRAWING NOTES
FINISH SYMBOL, SEE SHEET A-602 FOR ADDITIONAL
INFORMATION
LEGEND
4. SENTRY ALOHA
11 11
A M
E N
D M
E N
T
/1
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410176
B
C
D
KEY TO
INTERIOR
ELEV
NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
4' 8' 12'0
SCALE: 1/4"=1'-0"
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
TE L . B O X
S 6
S6
DO
UB
L E Y E L
LO
W L I
NE
S4
"W
6"SS
4"
SS
EJ
EJ
10'-0"
TY
P.
5 '-0 " T YP.
EJ
EJ
EJ
EJ
STA . ANG-14B
ST
A .
A
NG
-1 4A
G.P .
TW 6. 6 8
TW 6. 5 8
TW 6. 5 4
TW 6. 4 0
TW 6. 3 9
TW 6. 3 5
SDMH(ABANDONED)
ELEC. MHMETAL BOX(ABANDONED)
ICV BOX
C.O.
C.O.
ICV BOX
ICV BOX
ICV BOXICV BOX
ICV BOX
C.O. METAL BOX
TRE E
EL E C . B O X
SM H
SM H
SMH
SMH
SMH
SDMH
RAM P
RAMP
WV
SM H
EL
EC
BO
X
TO P 32 . 7 6
TO P 32 . 7 4
TO P 32 . 6 7 TO P 32 . 6 8
TO P 32 . 7 4
TO P 32 . 7 7
TW 12 . 0 2
TW 12 . 0 6
TW 13 . 4 8TW 13 . 3 9
TW 12.03
TW 13.48
TW 13 . 4 5
TW 13 . 3 6
TW 12 . 1 3
TW 11 . 9 9
TW 13 . 4 5
U. P .
EM H MH TOP=4.33
EMH EM HEMH
EM H
TE L . B O X
ST A . A N G- 1 8
PK
N
A IL
E L E V 3 .
TO P 28 . 9 1
C OC O N U T
TRE E
G.W .
U. P .
TO P 28 . 4 3
TO P 28 . 5 2
TO P 28 . 5 6
TO P 28 . 4 0
TO P 28 . 5 2
TO P 28 . 1 5
TO P 28 . 0 9
T E L .
B
OX
E L
EC
BO
X
T E L .
B
OXE L
E C
MH
T W 1.
T W 1.
G.
W
SM
H
W V W V
SO FF I T= 3. 1 3( 2 4" )
ME T AL C OV E R
SD M H
TRE E
C OC O N U T
WV
ICV
L.P .
BF P
3- IC V
IC V B O X
PAL M
TW 7. 6 1
TW 7. 2 4
TW 6. 7 0
TW 6. 5 1
TW 6. 4 3
TW 6. 6 2
TW 7. 7 3
TW 13.25
TEL. BOX
EL E C . B O X
EM H ( AB A N D ON E D )
EMH
WV
G.P .
BF P
CO NC . 5 . 6 7
CO NC . 5 . 6 6
CO NC . 6 . 0 8
RI SE R
ST A . A N G- 1 4 C
BO T . 2 4. 8 9
TRE E
D= 4 '
H= 4 0 'TRE E
D= 4 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 2 0 '
D= 3 ' H= 4 0 '
D= 2 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 3 0 '
BO T . 2 6. 7 6
BO T . 2 6. 6 0
BO T . 2 6. 7 2
BO T . 2 7. 4 3
A/ C U N I T
BO T . 2 6. 7 2
BO T . 2 5. 8 5
BW 4. 3 9BW 4. 5 2
BW 4. 5 6
TO P =4 . 5 6
TE N T
BOT.=3.33BW 4.48
TOP=4.60
BO T . 2 9. 8 7
BO T . 2 9. 9 4
BO T . 2 9. 9 6
BO T . 2 9. 8 8
BO T . 2 9. 9 4
BO T . 2 9. 9 7
BW 4. 4 5
TO P =4 . 5 8
BW 4. 6 3
BW 4. 4 9
BW 4. 3 6
BW 4. 4 5
BO T . 1 8. 0 1
"Y" CUTELEV.=5.40
GN D . =2 . 1 3
T O P=
3 .
T S 2 .
T O P=
3 .
T S 2 .
T O P=
2.
IN
V .
1.
( 8
B W .5
B W .3
T O P=
3 .
CA NO P Y
SHE D
GAT E
TOP=5.60INV.=2.24
F .H .
TOP=5.40INV.=0.34(6")
TOP=6.02
TOP=6.13INV.=0.08
PALMSD=3'H=20'PALMD=3'H=20'
TOP=5.51INV.=-0.70(6")
RAM P
RAM P
TO P =5 . 5 9
IN V . =- 4. 9 8( 8" )
TOP=5.66
TO P =5 . 8 7
IN V . =- 5. 5 8( 8" )
SHE D
BU I L DI N G 3 4 0 4
BU I L DI N G 3 4 0 2
BW 5. 3 8
BW 5. 2 8
BW 5. 2 4
BW 5. 1 0
BW 5. 0 9
BW 5. 0 5
PA LM S
D= 1. 5 ' H= 2 0 '
TO P =5 . 6 7
IN V . =- 0. 5 6( 6" )
D= 1. 5 ' H= 1 5 '
RAMP
RAMP
RAMP TOP=5.64TS=5.09
TO P =5 . 9 2
D= 2 ' H= 4 0 '
D= 3 ' H= 1 5 '
BW 4. 7 0
BW 5. 7 3
IC V B O X
PAL M
D= 3 ' H= 1 5 '
BW 4. 6 2
BW 4. 4 3
BW 4. 5 1
"Y " CU T
EL EV .= 4 .4 9
TO P =5 . 3 0
TS = 1. 2 0
F .H .
BW 5. 2 4
ME T AL C OV E R
ME T A L B O X
TO P =5 . 6 1
(F IL L ED W/ WA T ER )
TW 8. 5 1TW 8. 5 1
BW 3. 7 1BW 3. 7 1
"Y " CU T
EL EV . =2 8 .4 6
PAL M
D= 1. 5 ' H= 2 0 '
SHE D
SHE D
C.L. FENC E, H=6'
C.L.FENCEH=6'
RAMP
A . C. 5 .4 6
TO P =5 . 5 0
TS =
BO X E S
PAL M
D= 3 ' H= 1 5 '
C OC O N U T
D= 2 ' H= 4 0 '
TOP=5.97
D= 1 ' H= 1 0 '
BW 5.65
PALMSD=1'H=10'
A . C. 5 .3 8 A . C. 5 .3 7
BW 5. 6 1
TOP=4.57
BW 4.53 TOP=4.60
BW 4. 4 8
TO P =4 . 4 4
W
W
BUILDING 3440
S
S
S 6
S6
S6
S6
S
S
S 6
W 1
S
(EMPTY)
A .C .
DOUBLE YELLOW LINERED LINE
PIM
PIM
D 15
WVTOP=5.88TS=5.03
SDMHTOP=5.83
D 15
D6
S
S 6
S 6
D
18DROP INV.=1.30(6")
DROP INV.=1.24(6")
DR O P I N V . = - 2. 2 8 (6 " )
IN V . =- 5. 0 2( 8" )
CO NC . P A D
W/ 8 X 8
OC T A GO N A L P A D
RE
D
LIN
E
RE
D
LIN
E
RE
D
LIN
E
METAL BOX 6"W4"SS
W
A
C
B
2 3
A-442 A3
9'
8' - 1" 11' - 8" 18' - 0"
11" 14' - 10" 9' - 2" 12' - 5"
11" 2' - 5" 10' - 8" 2' - 0"
RO
3' - 4" 20' - 8" RO
3' - 4"
B1 A-503
1 1
3A
5A
5A
2 2
3 3
11 3A
3A
7 11
3A
3A
M
AT
C H
LI
N
E M
AT
C
H
LI
N E
FD
FD
FD
FDFD
6' - 0"
25' - 10"
2' - 8" 20' - 6" 2' - 8"
R O
3'
4"
2' - 8"
2'
8" 2'
8"
0"
5' -0
" M
IN
5' - 6"
2'
8"
2'
8"
FO
R
C O
N
TI
N U
AT
IO
N
SE
E A-
UTILITY SHELF, SEE SPECS
MOP SINK, SEE MECH DWGS
PARTIAL FLOOR PLAN
SENTRY ALOHA RESTROOMS
/B1 A-242
/D1 A-243
/D3 A-243
/C1 A-243
/B1 A-243
/C1 A-244
/B1 A-244 /C1 A-246
FDEQUIPMENT STORAGE
SA 407
WOMEN'S
SA 410
STOR
SA 413
COMM
SA 414
JAN CLOSET
SA 412HALLWAY #2
SA 411
MEN'S
SA 408
SHOWER
SA 409
OPEN OFFICE #1
SA 400
HALLWAY #1
SA 405
AFE
SA 406
OPEN OFFICE #2
SA 404
MX VAULT
SA 403
OPS VAULT #1
SA 402
OPS VAULT #2
SA 401
3'
0"
No. 14637
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D A
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JO
IN
T
BA
SE
P
EA
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L H
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BO
R
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SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/2 5 /
A-440
SE
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AL
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'A
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LEGEND
SCALE: 1/4" = 1'-0"A1 SENTRY ALOHA 'A' - PARITAL FLOOR PLAN
KEY PLAN
SEE EXTERIOR ELEVATIONS FOR ADDITIONAL INFORMATION
N
BUILDING
LOCATION
4. SENTRY ALOHA
DRAWING NOTES
KEYNOTES (THIS SHEET ONLY)
EXTERIOR CONCRETE WALKWAY1
INTERIOR PARTITION, SEE PARTITION TYPES
EXTERIOR WALL, SEE WALL SECTIONS
STC RATED PARTITION WALLS
INDICATES INTERIOR WALL PARTITION
TYPE, SEE SHEETS A-510 THROUGH A-511
SEMI OR WALL MOUNTED FIRE EXTINGUISHER,
SEE FIRE PROTECTION SHTS
AM
EN
D M
EN
T
7/
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187 410
B
C
D
KEY TO
INTERIOR
ELEV
NORTH
EAST
SOUTH
WEST
KEY TO
EXTERIOR
ELEV
4' 8' 12'0
SCALE: 1/4"=1'-0"
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
EJ
TE L . B O X
S 6
S6
DO
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L E Y E L
LO
W L I
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6"SS
4"
SS
EJ
EJ
10'-0"
TY
P.
5 '-0 " T YP.
EJ
EJ
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EJ
STA . ANG-14B
ST
A .
A
NG
-1 4A
G.P .
TW 6. 6 8
TW 6. 5 8
TW 6. 5 4
TW 6. 4 0
TW 6. 3 9
TW 6. 3 5
SDMH(ABANDONED)
ELEC. MHMETAL BOX(ABANDONED)
ICV BOX
C.O.
C.O.
ICV BOX
ICV BOX
ICV BOXICV BOX
ICV BOX
C.O. METAL BOX
TRE E
EL E C . B O X
SM H
SM H
SMH
SMH
SMH
SDMH
RAM P
RAMP
WV
SM H
EL
EC
BO
X
TO P 32 . 7 6
TO P 32 . 7 4
TO P 32 . 6 7 TO P 32 . 6 8
TO P 32 . 7 4
TO P 32 . 7 7
TW 12 . 0 2
TW 12 . 0 6
TW 13 . 4 8TW 13 . 3 9
TW 12.03
TW 13.48
TW 13 . 4 5
TW 13 . 3 6
TW 12 . 1 3
TW 11 . 9 9
TW 13 . 4 5
U. P .
EM H MH TOP=4.33
EMH EM HEMH
EM H
TE L . B O X
ST A . A N G- 1 8
PK
N
A IL
E L E V 3 .
TO P 28 . 9 1
C OC O N U T
TRE E
G.W .
U. P .
TO P 28 . 4 3
TO P 28 . 5 2
TO P 28 . 5 6
TO P 28 . 4 0
TO P 28 . 5 2
TO P 28 . 1 5
TO P 28 . 0 9
T E L .
B
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BO
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T E L .
B
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MH
T W 1.
T W 1.
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W
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W V W V
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ME T AL C OV E R
SD M H
TRE E
C OC O N U T
WV
ICV
L.P .
BF P
3- IC V
IC V B O X
PAL M
TW 7. 6 1
TW 7. 2 4
TW 6. 7 0
TW 6. 5 1
TW 6. 4 3
TW 6. 6 2
TW 7. 7 3
TW 13.25
TEL. BOX
EL E C . B O X
EM H ( AB A N D ON E D )
EMH
WV
G.P .
BF P
CO NC . 5 . 6 7
CO NC . 5 . 6 6
CO NC . 6 . 0 8
RI SE R
ST A . A N G- 1 4 C
BO T . 2 4. 8 9
TRE E
D= 4 '
H= 4 0 'TRE E
D= 4 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 2 0 '
D= 3 ' H= 4 0 '
D= 2 ' H= 4 0 '
TRE E
D= 1. 5 ' H= 3 0 '
BO T . 2 6. 7 6
BO T . 2 6. 6 0
BO T . 2 6. 7 2
BO T . 2 7. 4 3
A/ C U N I T
BO T . 2 6. 7 2
BO T . 2 5. 8 5
BW 4. 3 9BW 4. 5 2
BW 4. 5 6
TO P =4 . 5 6
TE N T
BOT.=3.33BW 4.48
TOP=4.60
BO T . 2 9. 8 7
BO T . 2 9. 9 4
BO T . 2 9. 9 6
BO T . 2 9. 8 8
BO T . 2 9. 9 4
BO T . 2 9. 9 7
BW 4. 4 5
TO P =4 . 5 8
BW 4. 6 3
BW 4. 4 9
BW 4. 3 6
BW 4. 4 5
BO T . 1 8. 0 1
"Y" CUTELEV.=5.40
GN D . =2 . 1 3
T O P=
3 .
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T O P=
3 .
T S 2 .
T O P=
2.
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B W .3
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GAT E
TOP=5.60INV.=2.24
F .H .
TOP=5.40INV.=0.34(6")
TOP=6.02
TOP=6.13INV.=0.08
PALMSD=3'H=20'PALMD=3'H=20'
TOP=5.51INV.=-0.70(6")
RAM P
RAM P
TO P =5 . 5 9
IN V . =- 4. 9 8( 8" )
TOP=5.66
TO P =5 . 8 7
IN V . =- 5. 5 8( 8" )
SHE D
BU I L DI N G 3 4 0 4
BU I L DI N G 3 4 0 2
BW 5. 3 8
BW 5. 2 8
BW 5. 2 4
BW 5. 1 0
BW 5. 0 9
BW 5. 0 5
PA LM S
D= 1. 5 ' H= 2 0 '
TO P =5 . 6 7
IN V . =- 0. 5 6( 6" )
D= 1. 5 ' H= 1 5 '
RAMP
RAMP
RAMP TOP=5.64TS=5.09
TO P =5 . 9 2
D= 2 ' H= 4 0 '
D= 3 ' H= 1 5 '
BW 4. 7 0
BW 5. 7 3
IC V B O X
PAL M
D= 3 ' H= 1 5 '
BW 4. 6 2
BW 4. 4 3
BW 4. 5 1
"Y " CU T
EL EV .= 4 .4 9
TO P =5 . 3 0
TS = 1. 2 0
F .H .
BW 5. 2 4
ME T AL C OV E R
ME T A L B O X
TO P =5 . 6 1
(F IL L ED W/ WA T ER )
TW 8. 5 1TW 8. 5 1
BW 3. 7 1BW 3. 7 1
"Y " CU T
EL EV . =2 8 .4 6
PAL M
D= 1. 5 ' H= 2 0 '
SHE D
SHE D
C.L. FENC E, H=6'
C.L.FENCEH=6'
RAMP
A . C. 5 .4 6
TO P =5 . 5 0
TS =
BO X E S
PAL M
D= 3 ' H= 1 5 '
C OC O N U T
D= 2 ' H= 4 0 '
TOP=5.97
D= 1 ' H= 1 0 '
BW 5.65
PALMSD=1'H=10'
A . C. 5 .3 8 A . C. 5 .3 7
BW 5. 6 1
TOP=4.57
BW 4.53 TOP=4.60
BW 4. 4 8
TO P =4 . 4 4
W
W
BUILDING 3440
S
S
S 6
S6
S6
S6
S
S
S 6
W 1
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PIM
PIM
D 15
WVTOP=5.88TS=5.03
SDMHTOP=5.83
D 15
D6
S
S 6
S 6
D
18DROP INV.=1.30(6")
DROP INV.=1.24(6")
DR O P I N V . = - 2. 2 8 (6 " )
IN V . =- 5. 0 2( 8" )
CO NC . P A D
W/ 8 X 8
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2'
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11" 9' - 5"
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SA STAFF #3
SA 419OPEN OFFICE #1
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SA 417
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ARCHITECT
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SIGNATURE
LICENSE EXPIRATION DATE: 04/30/18
THIS WORK WAS PREPARED BY ME OR
UNDER MY SUPERVISION AND CONSTRUCTION
OF THIS PROJECT WILL BE UNDER MY
OBSERVATION.
A s in di ca te d
/1 5 /
A-441
SE
N
TR
Y
AL
O
H A
'B
P
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3 1 1-
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.d w g
SCALE: 1/4" = 1'-0"A1 SENTRY ALOHA 'B' - PARTIAL FLOOR PLAN
LEGEND
KEY PLAN
SEE EXTERIOR ELEVATIONS FOR ADDITIONAL
INFORMATION
N
BUILDING
LOCATION
4. SENTRY ALOHA
DRAWING NOTES
KEYNOTES (THIS SHEET ONLY)
1 EXTERIOR CONCRETE WALKWAY
INTERIOR PARTITION, SEE PARITTION TYPES
EXTERIOR WALL, SEE WALL SECTIONS
STC RATED PARTITION WALLS
INDICATES INTERIOR WALL PARTITION
TYPE, SEE SHEETS A-510 THROUGH A-511
AM
EN
D M
EN
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7/
/1
188 410
BUILDING CODE SUMMARY:
INTERNATIONAL CODES, INTERNATIONAL CODE COUNCIL:
IBC
NATIONAL FIRE CODES, NATIONAL FIRE PROTECTION ASSOCIATION STANDARDS INCLUDING:
NFPA 1 UNIFORM FIRE CODE, 2015
NFPA 10 PORTABLE FIRE EXTINGUISHERS, 2013
NFPA 13 SPRINKLER SYSTEMS, 2016
NFPA 72 NATIONAL FIRE ALARM CODE, 2016
NFPA 101 LIFE SAFETY CODE, 2015
UNIFIED FACILITIES CRITERIA:
UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, CHANGE 3, 20 JUNE 2016
UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, 28 NOVEMBER 2016,
ACTS AND REGULATIONS:
PROJECT ADDRESS: JOINT BASE PEARL HARBOR/HICKAM
PROJECT DESCRIPTION: F-22 FIGHTER ALERT FACILITY
OCCUPANCY IBC OCCUPANCY NFPA OCCUPANCY
RESIDENTIAL, LIVING UNITS R-2 (RESIDENTIAL) NEW LODGING (CHAPTER 26)
CONSTRUCTION TYPE: TYPE II-B, NON-COMBUSTIBLE, NON-RATED CONSTRUCTION
OCCUPANCY ALLOWABLE AREA
PER STORY (SF)
ACTUAL AREA (SF)
B 23,000 SF 480 SF
LIFE SAFETY CODE SUMMARY:
OCCUPANT LOAD FACTOR
ASSEMBLY USE - 15 SF/ PERSON
CONSTRUCTION REQUIREMENTS: FOR GENERAL STRUCTURAL DESIGN CRITERIA SEE STRUCTURAL DRAWINGS
FIRE RESISTANCE REQUIREMENTS, IBC TABLE 601:
REQUIRED
BUILDING ELEMENT MATERIAL RATING SECTION
STRUCTURAL FRAME NON-COMBUSTIBLE IBC, TABLE 601
BEARING WALLS - EXTERIOR NON-COMBUSTIBLE IBC, TABLE 601
BEARING WALLS - INTERIOR NON-COMBUSTIBLE 0 HR IBC, TABLE 601
NONBEARING WALLS - EXTERIOR NON-COMBUSTIBLE TABLE 602 IBC, TABLE 602
NONBEARING WALLS - INTERIOR NON-COMBUSTIBLE 0 HR IBC, TABLE 601
FLOOR/CEILING ASSEMBLY NON-COMBUSTIBLE 0 HR IBC, TABLE 601
EXTERIOR WALL R-2, S-1, B >30' 0 HR
R-2, S-1, B >10' 0 HR
EXTERIOR WALL OPENINGS 0 HR
OCCUPANCY ALLOWABLE PROVIDED
NUMBER OF EXITS:
LEVEL REQUIRED PROVIDED
CAPACITY OF MEANS OF EGRESS:
REQUIRED CAPACITY PROVIDED CAPACITY
MEANS OF EGRESS:
TRAVEL DISTANCE TO EXITS: TRAVEL DISTANCE MAX TRAVEL DISTANCE
ALLOWED PROVIDED
COMMON PATH OF TRAVEL: COMMON PATH MAX COMMON
OF TRAVEL PATH OF TRAVEL
PROVIDED
DEAD END CORRIDORS: DEAD END MAX DEAD END
ALLOWED PROVIDED
DISCHARGE FROM EXITS:
INTERNATIONAL BUILDING CODE, 2015 EDITION
EXITS DISCHARGE DIRECTLY TO THE EXTERIOR
NFPA 70
0 HR
0 HR
RESIDENTIAL (R-2) 75 FEET 25 FEET
5 STORIES 1 STORY
ALLOWABLE AREA WITH
INCREASES (SF)
40,250 SF
EXPOSURE PROTECTION:
LOCATION EXPOSURE
NORTH 187 FT TO TAXI WAY
31/46 FT TO ALERT HANGAR
WEST 95 FT TO GENERATOR BUILDING
SOUTH 140 FT TO ENTRY CONTROL POINT
ALLOWABLE AREA:
TOTAL CALCULATED LOAD: 105 PEOPLE
ALLOWED*
* TRAVEL WITHIN THE LIVING UNIT IS NOT COUNTED IN THE COMMON PATH.
EAST
FIRST FLOOR 200 FT 38 FT
NATIONAL ELECTRICAL CODE, 2017
STANDARD FOR THE INSTALLATION OF PRIVATE SERVICE MAINS AND THEIR APPURTENANCES, 2016NFPA 24
UFC 4-211-01 AIRCRAFT MAINTENANCE HANGARS, 13 APRIL 2017
ROOF/CEILING ASSEMBLY NON-COMBUSTIBLE 0 HR IBC, TABLE 601
IBC, TABLE 602
IBC, TABLE 602
IBC, TABLE 705.8
FIRE SEPARATION DISTANCE
BASED ON IBC TABLE 602 FOR OCCUPANCY GROUP R-2, S-1, B TYPE II-B CONSTRUCTION, THE EXTERIOR WALLS OF THE BUILDING DO NOT
REQUIRE A FIRE RESISTANCE RATING WITH A MINIMUM 10' FIRE SEPARATION DISTANCE.
PER IBC 705.8.1, THERE IS NO LIMIT ON UNPROTECTED OPENINGS IN THE EXTERIOR WALLS WHEN THE EXTERIOR WALLS ARE NOT REQUIRED
TO HAVE A FIRE RESISTANCE
RATING.
REQUIRED
RATING SECTION
CREW QUARTERS:
OCCUPANCY IBC OCCUPANCY NFPA OCCUPANCY
STORAGE S-1 STORAGE (CHAPTER 42)
CONSTRUCTION TYPE: TYPE II-B, NON-COMBUSTIBLE, NON-RATED CONSTRUCTION
ALERT HANGAR:
CREW QUARTERS:
ALERT HANGAR:
OCCUPANCY ALLOWABLE PROVIDED
STORAGE (S-1) 75 FEET 57 FEET
4 STORIES 1 STORY
SENTRY ALOHA:
OCCUPANCY ALLOWABLE PROVIDED
BUSINESS (B) 55 FEET 22 FEET
3 STORIES 1 STORY
ENTRY CONTROL POINT:
HANGAR USE - 500 SF/ PERSON
BUSINESS USE - 100 SF/ PERSON
CREW QUARTERS:
TOTAL CALCULATED LOAD: 44 PEOPLE
ALERT HANGAR:
TOTAL CALCULATED LOAD: 46 PEOPLE
SENTRY ALOHA:
**NOTE: EACH SPACE IS PERMITTED TO HAVE A SINGLE EXIT PROVIDED THE COMMON PATH OF TRAVEL IS NOT
EXCEEDED PER NFPA 101, 38.2.4.2 & 42.2.4.1.2.
FIRST FLOOR 5 170
ENTRY CONTROL POINT:
NFPA 11 HIGH EXPANSION FOAM SYSTEM, 2016
NFPA 17A WET CHEMICAL EXTINGUISHING SYSTEM, 2017
NFPA 20 INSTALLATION OF STATIONARY PUMPS, 2016
NFPA 409 AIRCRAFT HANGARS, 2016
ANG ETL 15-01-03 NATIONAL GUARD FIRE PROTECTION GUIDANCE, 1 MAY 2015
OCCUPANCY IBC OCCUPANCY NFPA OCCUPANCY
OFFICE B (BUSINESS) NEW BUSINESS (CHAPTER 38)
CONSTRUCTION TYPE: TYPE II-B, NON-COMBUSTIBLE, NON-RATED CONSTRUCTION
ENTRY CONTROL POINT:
OFFICE B (BUSINESS) NEW BUSINESS (CHAPTER 38)
OCCUPANCY IBC OCCUPANCY NFPA OCCUPANCY
BUSINESS B (BUSINESS) NEW BUSINESS (CHAPTER 38)
CONSTRUCTION TYPE: TYPE II-B, NON-COMBUSTIBLE, NON-RATED CONSTRUCTION
SENTRY ALOHA:
BUILDING HEIGHT:
OCCUPANCY ALLOWABLE PROVIDED
BUSINESS (B) 55 FEET 15 FEET
3 STORIES 1 STORY
ENTRY CONTROL POINT:
BUSINESS (B) 75 FEET 25 FEET
4 STORIES 1 STORY
OCCUPANCY ALLOWABLE AREA
PER STORY (SF)
ACTUAL AREA (SF)
R-2 64,000 SF 5600 SF
ALLOWABLE AREA WITH
INCREASES (SF)
76,000 SF
CREW QUARTERS:
EXPOSURE PROTECTION:
LOCATION EXPOSURE REQUIRED FIRE RATING
NORTH 140 FT TO CREW QUARTERS FACILITY 0 HR
67 FT TO EXISTING FACILITY 0 HR
WEST 68 FT TO FENCE LINE 0 HR
SOUTH 100 FT OF CLEAR SPACE 0 HR
EAST
FIRE SEPARATION PROVIDED
10 FT
10 FT
10 FT
10 FT
B - --
REQUIRED FIRE RATING
0 HR
0 HR
0 HR
0 HR
FIRE SEPARATION PROVIDED
10 FT
10 FT
10 FT
10 FT
EXPOSURE PROTECTION:
LOCATION EXPOSURE
NORTH 100 FT TO TAXI WAY
140 FT OF CLEAR SPACE
WEST 31/46 TO CREW QUARTERS
SOUTH 109 FT TO TAXI WAY
EAST
OCCUPANCY ALLOWABLE AREA
PER STORY (SF)
ACTUAL AREA (SF)
S-1 70,000 SF 22,235 SF
ALLOWABLE AREA WITH
INCREASES (SF)
81,250 SF
ALERT HANGAR:
REQUIRED FIRE RATING
0 HR
0 HR
2 HR
0 HR
FIRE SEPARATION PROVIDED
50 FT
50 FT
25 FT
50 FT
OCCUPANCY ALLOWABLE AREA
PER STORY (SF)
ACTUAL AREA (SF)
B 23,000 SF 4,876 SF
ALLOWABLE AREA WITH
INCREASES (SF)
40,250 SF
SENTRY ALOHA:
EXPOSURE PROTECTION:
LOCATION EXPOSURE REQUIRED FIRE RATING
NORTH 64 FT TO RAMP 0 HR
90 FT TO SQUADRON OPERATION 0 HR
WEST 60 FT TO TAXI WAY 0 HR
SOUTH 57 FT TO PARKING 0 HR
EAST
FIRE SEPARATION PROVIDED
10 FT
10 FT
10 FT
10 FT
NFPA 409 REQUIRES A MINIMUM CLEAR SPACE OF 50'-0" AROUND A HANGAR. PARAGRAPH 5.3.2.2 ALLOWS A REDUCTION OF SEPARATION
25'-0" WHEN THE WALL IS 2 HOURS.
TOTAL CALCULATED LOAD: 5 PEOPLE
ENTRY CONTROL POINT:
FIRST 1 1ENTRY CONTROL POINT
FIRST 2 4CREW QUARTERS
FIRST 2 4ALERT HANGAR
FIRST 2 2SENTRY ALOHA
FIRST FLOOR 105 850
CREW QUARTERS:
FIRST FLOOR 44 680
ALERT HANGAR:
FIRST FLOOR 46 510
SENTRY ALOHA:
ENTRY CONTROL POINT
FIRST FLOOR 200 FT 102 FTCREW QUARTERS
FIRST FLOOR 400 FT 170 FTALERT HANGAR
FIRST FLOOR 200 FT 40 FTSHELTER
FIRST FLOOR 75 FT 38 FTENTRY CONTROL POINT
FIRST FLOOR 100 FT 57 FTCREW QUARTERS
FIRST FLOOR 50 FT 0 FTALERT HANGAR
FIRST FLOOR 75 FT 61 FTSENTRY ALOHA
FIRST FLOOR 20 FT 0 FTENTRY CONTROL POINT
FIRST FLOOR 20 FT 0 FTCREW QUARTERS
FIRST FLOOR 50 FT 0 FTALERT HANGAR
FIRST FLOOR 20 FT 20 FTSENTRY ALOHA
0 HR *10 FT *
* EXPOSURE PROTECTION FOR ALERT SHELTER
FIRST FLOOR 200 FT 81 FTSENTRY ALOHA
NFPA 90 AIR CONDITIONING AND VENTILATION SYSTEMS 2015
FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE, 2015NFPA 30
STATIONARY COMBUSTION ENGINES, 2015NFPA 37
7/22/2019 Expiration Date of the License
JA
Y
THOMAS H IGASH
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BORING B-6
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BORING PC-1
MAG NAIL
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BORING B-8
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BW 6.38
BW 6.15
BW 5.67
BW 5.05
BC 4.47
BC 4.45BC 4.51BC 4.49BC 4.09BC 3.87BC 3.86BC 3.65BC 3.59BC 3.61BC 3.55BC 3.56BC 3.53BC 3.29
BC 2.98
BC 3.10
BC 2.74
BC 2.73
BC 2.83
TC 3.40
TC 3.18
TC 3.15
TC 3.25
TW 7.89
TW 7.70
TW 7.16
TW 6.58
TC 4.75
TC 4.71TC 4.71TC 4.76TC 4.44TC 4.33TC 4.26TC 4.09TC 4.03TC 3.97TC 4.00TC 3.99TC 4.00TC 3.72TC 3.55
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H=10' D=0.5'
TREES
BOLLARD
H=20' D=1'
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H=10' D=0.5'
TREE
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STOPS
PANEL BOXPANEL BOXS.L.S.L.
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FIRE HYDRANT 1
FIRE HYDRANT 2
95'-0" FROM
FIRE HYDRANT 1
95'-0" FROM
FIRE HYDRANT 2
125'-0" FROM
FIRE HYDRANT 1
125'-0" FROM
FIRE HYDRANT 2
F A
F A
F A
F A
F A
SENTRY ALOHA
10'-0"
SEPARATION
DISTANCE
FIRE TRUCK ACCESS ROUTE
BUILDING CODE SITE LEGEND
FIRE HYDRANT
FA
FIRE DEPARTMENT CONNECTION
BUILDING SEPARATION REQUIREMENT
7/22/2019 Expiration Date of the License
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THOMAS H IGASH
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P
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D31715
S
R O
F
E SS ION AL ENG IN
E
E R
T A T E
OF WASH ING
T O
N
SHEET
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
A
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P S
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E E
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SHEET
IDENTIFICATION
OF
M A
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D E
S C
R
IP
T
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N A
P P
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D A
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J O
IN
T
B A
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SENTRY ALOHA BUILDING SITE CODE PLAN
PLAN NORTH
0' 25'8.3' 16.6'
SCALE: 1" = 16'-8"
33.3' 41.6' 50'
A
M E
N D
M E
N T
/0
/1
J H
7/
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410225
47' / 81'
MX VAULT
SA 403
JAN CLOSET
SA 412
MEN'S
SA 408
OPS VAULT #2
SA 401
OPS VAULT #1
SA 402
SA STAFF #1
SA 417
SA STAFF #2
SA 418
SA STAFF #3
SA 419
SA OIC
SA 420
AFE
SA 406
EQUIPMENT
STORAGE
SA 407
STOR
SA 413
COMM
SA 414
ELEC RM
SA 415
MECH RM
SA 416
HALLWAY #1
SA 405
OPEN OFFICE #1
SA 400
OPEN OFFICE #2
SA 404
STORAGE YARD
B
46100
BUSINESS
23/340
23/170
WOMEN'S
SA 410
SHOWER
SA 409
HALLWAY #2
SA 411
1 4
A
B
C
2-HR FIRE RESISTIVE CONSTRUCTION
1-HR FIRE RESISTIVE CONSTRUCTION
SMOKE PARTITION
LIFE SAFETY LEGEND
S
45 MIN FIRE RATED DOOR ASSEMBLY WITH
SELF CLOSING AND LATCHING HARDWARE
1 - HOUR FIRE RATED DOOR ASSEMBLY WITH
SELF CLOSING AND LATCHING HARDWARE
SELF CLOSING AND LATCHING SMOKE PARTITION DOOR
20 MIN FIRE RATED DOOR ASSEMBLY WITH
SELF CLOSING AND LATCHING HARDWARE
D45
D60
DSP
D20
1 - 1/2 HOUR FIRE RATED DOOR ASSEMBLY WITH
SELF CLOSING AND LATCHING HARDWARE
D90
TRAVEL PATH
COMMON PATH OF TRAVEL
DEAD-END
XX/XXX EXIT EGRESS CAPACITY
FIRE EXIT
PORTABLE FIRE EXTINGUISHER LOCATION,
SURFACE MOUNTED CABINET, SEE ARCH FOR DETAILS
PORTABLE FIRE EXTINGUISHER LOCATION,
SEMI-RECESSED CABINET, SEE ARCH FOR DETAILS
NFPA 101
OCCUPANCY
IBC OCCUPANCY
GROUP / DIVISION
OCCUPANCY LOAD
(PERSONS)
OCCUPANCY LOAD
FACTOR (SF / PERSON)
A-3
15415
ASSEMBLY
OCCUPANCY TABLE
7/22/2019 Expiration Date of the License
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THOMAS H IGASH
I
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S
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FE SS ION AL ENG IN
EE
R
T A
TE
OF WASH ING
T O
N
SHEET
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
A
R M
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O R
P S
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G
IN
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
T
IO
N A
P P
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D A
T E
J O
IN
T
B A
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P E
A R
L H
A R
B O
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H
IC
K A
M H
A W
A
II
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L L C
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S A
F E
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P L A
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PLAN NORTH
0' 12'4' 8'
SCALE: 1/8" = 1'-0"
16' 20' 24' 1/8" = 1'-0" A1
LIFE SAFETY PLAN - SENTRY ALOHA
4. SENTRY ALOHA
A
M E
N D
M E
N T
/0
/1
J H
7/
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410229
24" X 24" CEILING TILE 24" X 48" CEILING TILE
24" X 48" CEILING TILE
12" X 48" CEILING TILE
12" X 48" CEILING TILE
36" 12"
6"
6"
24"
24"24"
12"
" 24"
12" 36" 12"
CAULKING/ FIRE STOPPING
SPRINKLER
PIPING
PROVIDE 1" ANNULAR SPACING FOR PIPES
SMALLER THAN 4" DIA., AND 2" ANNULAR
SPACING FOR PIPES 4" DIA AND LARGER ,
TYPICAL
PIPE SLEEVE, TYPE
AND LOCATION PER
SPECIFICATION
PROVIDE FLEXIBLE
COUPLING WITHIN 24"
OF FLOOR
PROVIDE MINIMUM 2"
ANNULAR SPACE AROUND
PIPE PENETRATION THROUGH
CONCRETE SLAB. ANNULAR
SPACE SHALL BE FILLED
WITH A FLEXIBLE MASTIC
MATERIAL.
SCHEDULE 40 BLACK
STEEL PIPE ABOVE GRADE
CONCRETE THRUST
BLOCK AT BASE OF
RISER, 10 SF MINIMUM
BEARING SURFACE
CONCRETE SLAB
MINIMUM 3/4" STEEL
BITUMASTIC TIE RODS
(MINIMUM TWO)
SPRINKLER SUPPLY MAIN,
SEE CIVIL DRAWINGS FOR
CONTINUATION
AUTO SPKR
TEST HEADER
AUTO SPKR
PROVIDE 4-WAY SWAY
BRACING AT TOP OF
RISER
FLEXIBLE COUPLING WITHIN
24" OF TOP AND BOTTOM OF
THE RISER (TYP)
CHECK VALVE
2 1/2" X 2 1/2" X 4" TEST HEADER
CONN. 2'-6" ABOVE GRADE
OS&Y VALVE WITH
TAMPER SWITCH
1" PRESSURE RELIEF
VALVE SET AT175 PSI
2" DRAIN, TERMINATE WITH ELBOW 6"
ABOVE CONCRETE SPLASH BLOCK
FIRE DEPARTMENT
CONNECTION
ALARM CHECK VALVE
OS&Y VALVE
TEST AND DRAIN VALVE
SEE DETAIL
A1/FX501 FOR
CONTINUATION
NOTE:
SPRINKLER RISER CONDITION AT CREW
QUARTERS BLDG AND SENTRY ALOHA BLDG
NOTE:
SPRINKLER RISER CONDITION
AT ALERT HANGAR
PS
DRAIN LINE
WATER MOTOR GONG MOUNTED
ON THE EXTERIOR OF BUILDING
RETARD CHAMBER
ALARM PRESSURE SWITCH
PS
OPTION #1
LEGEND
7/22/2019 Expiration Date of the License
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THOMAS H IGASH
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D31715
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E
E R
T A T E
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T O
N
SHEET
M A
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D E
S C
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IP
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N A
P P
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D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
N E
D B
Y
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
SHEET
IDENTIFICATION
OF
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
J O
IN
T
B A
S E
P E
A R
L H
A R
B O
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H
IC
K A
M H
A W
A
II
IN
K
A R
C H
L L C
D R
A W
N B
Y
S U
B M
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B Y
P L
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K E
D B
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D A
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F
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D A
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A
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C O
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F
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F
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C T
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N H
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NOT TO SCALE
C1
TYPICAL FIRE SPRINKLER LOCATION DETAIL
NOT TO SCALE
A3
FIRE RATED CONSTRUCTION DETAIL
PIPE PENETRATION THROUGH
NOT TO SCALEA1
THRUST BLOCK AND TIE-ROD DETAIL
NOT TO SCALE
C3
WET SPRINKLER RISER DETAIL
OPTION #1
231 401
SHELTER
A
M E
N D
M E
N T
/1
/1
J H
ACTIVATION OF SMOKE DETECTOR AT THE FIRE ALARM PANELS
ACTIVATION OF A MANUAL FIRE ALARM PULL STATION
SYSTEM INPUT
A N N U N C
IA
TE S
U
PER
VIS
O R Y A
LA
R M
O N F
M C P
AN
N U N C
IA
TE T
R O U
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A T F
M C P
A N N U N C
IA
TE A
LA
R M
A T F
M C P
X
X
X
X
CREW QUARTERS FIRE ALARM SYSTEM SEQUENCE OF OPERATIONS
SYSTEM OUTPUT
X
X
A B C D E F
FIR
E A
LA
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T R
AN
SM
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TER
TR
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SM
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TO
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EPA
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TM
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ALARM - SPRINKLER SYSTEM WATERFLOW SWITCH
ALARM - MANUAL PULL STATION
ALARM - CEILING SMOKE DETECTOR
RADIO FIRE ALARM TRANSCEIVER ZONES
A C
TIV
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H E A
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A
LA
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C
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G H I J
XACTIVATION OF DUCT SMOKE DETECTOR AT AN AHU X
A B C D E F G H I J
K
K
ACTIVATION OF SPRINKLER SYSTEM TAMPER SWITCH X X
SYSTEM TROUBLE X X
FIRE PUMP RUNNING X XX
FIRE PUMP TROUBLE
FIRE PUMP CONTROLLER SWITCH MISSET
X X
X X
SUPERVISORY - DUCT SMOKE DETECTOR
SUPERVISORY - SPRINKLER TAMPER SWITCH
TROUBLE - COMMON
SPARE
X
X
X
SPARE
SPARE
SPARE
SUPERVISORY - FIRE PUMP CONTROLLER
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ACTIVATION OF A SPRINKLER WATER FLOW/PRESSURE SWITCH X X X X
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SPARE
SPARE
TU
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X
X
X
TU
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FF
PA S
YS
TEM
X
X
X
X
ACTIVATION OF SMOKE DETECTOR WITH SOUNDER BASE WITHIN A SLEEPING ROOM
ACTIVATION OF CO DETECTOR
X
X X
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X
OPTION #1
LEGEND
7/22/2019 Expiration Date of the License
JA
Y
THOMAS H IGASH
I
P
R
EG I S T ER
E D31715
S
R O
F
E
SS ION AL ENG IN
E E
R
T A T E
OF WASH IN
G T O
N
SHEET
M A
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D E
S C
R
IP
T
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N A
P P
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D A
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US Army Corps of Engineers ® Honolulu District
A
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1 2 3 4 5
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IDENTIFICATION
OF
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IP
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P P
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OPTION #1
OPTION #1
A
M E
N D
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/2
/1
J H
A
M E
N D
M E
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/0
/1
J H
410247
7/
/1
1P,20A
AIM AIM AIM AIM AIM AIM
C
C
C
C
C
1P,20A
FINISHED FLOOR
FOAM RM
AH 301
ANTENNA
LIGHTNING
ARRESTOR
TO GROUND
ALERT HANGAR
AH 300
VSVS
FTR FACP
F P
VSWF VSWF
TVSSTVSS
FSCP
AIM A M D
B,WP
AIM A M D AIM A M D AIM A M D
B,WP
AIM A M D AIM A M D AIM A M D
B,WP
AIM A M D AIM A M D AIM A M D
B,WP
AIM A M D AIM A M D
1P,20A
RPS
INITIATE FIRE
PUMP 1
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
WP WP WP
WP
AIM AIM
VSVS
F
F
C
75 75
F
F
WP WP WP WP WP WP WP WP WP WP
WP WP WP WP
WP WP WP WP WP WP WP WP WP WP WP WP
WP WP
WP WP
SEE ELECTRICAL DRAWINGS FOR CONT.
R
SV
AIM
TVSS
TVSS
SEE ELECTRICAL DRAWINGS FOR CONT.
AIM AOM
FEP
SV
AOM
AIM
PS
1P,20A
SEE ELECTRICAL DRAWINGS FOR CONT.
TVSS
TVSS
TVSSTVSS
B,WP
OPTION #1
LEGEND
7/22/2019 Expiration Date of the License
JA
Y
THOMAS H IGASH
I
P
R
EG I S T ERE
D31715
S
R O
FE SS ION AL ENG IN
E
E R
T A T E
OF WASH ING
T O
N
SHEET
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US Army Corps of Engineers ® Honolulu District
A
B
C
D
1 2 3 4 5
D E
S
IG
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D B
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U .S
A
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IN
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SHEET
IDENTIFICATION
OF
M A
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NOT TO SCALEB1
FIRE ALARM RISER DIAGRAM - ALERT HANGAR
OPTION #1
3. ALERT HANGAR
A
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N D
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250 410
410277
410284
SHEET
M A
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D E
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R I P
T I O
N A
P P
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D A
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US Army Corps of Engineers ®
Honolulu District
A
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1 2 3 4 5
D E
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IDENTIFICATION
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M A
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I
P
LICENSE EXPIRES 04/30/18
THIS WORK WAS PREPARED BY
ME OR UNDER MY SUPERVISION.
SIGNATURE
PLAN
NORTH
TRUE
NORTH
ES105
D E
M O
L I T
I O
N
P
R I M
A R
Y
D
I S
T R
I B
U T
I O
N
E L E
C T
R I C
A L
S
I T
E
P
L A
N
REMOVE EXISTING
RISER POLE
(APPROX 45FT)
EXIST UNDERGROUND
PRIMARY LINE, 11.5KV, 3PH,
3#500 KCMIL 15KV, 1#1/0G
PULL BACK CABLE TO EXIST
EMH & ABANDON DUCT
M
C
U S
T O
D I O
R
T
A K
A I
R
T
A K
A I
J
B
A B
A U
T A
308a
SCALE 1" = 50'-0"
DEMOLITION - PRIMARY DISTRIBUTION ELECTRICAL SITE PLAN
C1
00 50' 100'
SCALE: 1" = 50'
150'
R-160
R-159
REMOVE EXISTING
OVERHEAD PRIMARY LINE
(APPROX 3#2/0 BARE COPPER)
REMOVE EXISTING
PRIMARY POLE
(APPROX 45FT)
EXISTING PRIMARY LINE (APPROX
3-#2/0 BARE COPPER 11.5KV, 3PH,
3-WAY TO BE REUSED
EXISTING RISER POLE
TO REMAIN (SEE POLE
MODIFICATION PLAN
ON SHEET ES117)
R-161
R-158
EXISTING TANGENT POLE
TO REMAIN SEE POLE
MODIFICATION PLAN ON
SHEET E
R-162
EXISTINGTRANSFORMER
TO REMAIN
R-157
EXISTING UNDERGROUND
PRIMARY LINE TO REMAIN
EXISTING PRIMARY LINE
11.5KV, 3PH, 3-WAY
TO REMAIN
EXISTING PRIMARY LINE
11.5KV, 3PH, 3-WAY
TO REMAIN
A M
E N
D M
E N
T
NOTES:
1. ALL UTILITY OUTAGE (POWER) SHALL BE COORDINATED/SCHEDULED IN ADVANCE IN COORDINATION
WITH THE BASE ELECTRICAL UTILITY AUTHORITY IN COORDINATION WITH THE CONTRACTING OFFICER.
2. LIMIT POWER OUTAGE TO THE MINIMUM DOWNTIME. MAINTAIN ELECTRICAL POWER TO EXISTING
FACILITIES REQUIRED TO STAY IN SERVICE. COORDINATE WITH BASE ELECTRICAL UTILITY
AUTHORITIES FOR BACKFEEDING POWER FROM EXISTING FEEDERS THAT ARE OPERATIONAL DURING
THE OUTAGE.
3. PROVIDE CONTRACTORS REQUIREMENT TO THE BASE ELECTRICAL UTILITY IN COORDINATION WITH
THE CONTRACTING OFFICER TO MINIMIZE THE IMPACT OF THE OUTAGES (TIME OF THE DAY OF THE
WEEK, DURATION ETC.
A M
E N
D M
E N
T
EXISTING EMH
R152A TO REMAIN
A M
E N
D M
E N
T
AutoCAD SHX Text T 4.90
AutoCAD SHX Text B 4.69
AutoCAD SHX Text T 4.91
AutoCAD SHX Text B 4.68
AutoCAD SHX Text T 4.92
AutoCAD SHX Text B 4.86
AutoCAD SHX Text B 4.58
AutoCAD SHX Text T 4.90
AutoCAD SHX Text B 4.56
AutoCAD SHX Text T 4.86
AutoCAD SHX Text B 4.84
AutoCAD SHX Text T 4.91
AutoCAD SHX Text B 4.86
AutoCAD SHX Text T 4.88
AutoCAD SHX Text T 4.88
AutoCAD SHX Text B 4.83
AutoCAD SHX Text T 4.89
AutoCAD SHX Text B 4.85
AutoCAD SHX Text T 4.84
AutoCAD SHX Text B 4.67
AutoCAD SHX Text T 4.88
AutoCAD SHX Text B 4.66
AutoCAD SHX Text B 4.57
AutoCAD SHX Text T 4.90
AutoCAD SHX Text B 4.60
AutoCAD SHX Text T 4.89
AutoCAD SHX Text B 4.84
AutoCAD SHX Text T 4.91
AutoCAD SHX Text
CONC. 4.86
AutoCAD SHX Text
POST
AutoCAD SHX Text
CONC. 4.91
AutoCAD SHX Text
TW 4.86
AutoCAD SHX Text
TW 4.63
AutoCAD SHX Text
TW 4.97
AutoCAD SHX Text H.B.
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
WV
AutoCAD SHX Text
CLEAT
AutoCAD SHX Text
RISER
AutoCAD SHX Text
CONC. 3.56
AutoCAD SHX Text
CONC. 3.47
AutoCAD SHX Text
RISER
AutoCAD SHX Text 2-C.O.
AutoCAD SHX Text
CONC. 3.57
AutoCAD SHX Text
CONC. 3.78
AutoCAD SHX Text
CONC. 3.62
AutoCAD SHX Text
CONC. 3.49
AutoCAD SHX Text
CONC. 3.34
AutoCAD SHX Text
CONC. 3.24
AutoCAD SHX Text
RISER
AutoCAD SHX Text
PANEL BOXES
AutoCAD SHX Text
RISER
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
2-BUSHES
AutoCAD SHX Text
PANEL BOX
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
A/C UNIT
AutoCAD SHX Text
2-GP
AutoCAD SHX Text
3-RISER
AutoCAD SHX Text
ELEC. BOX
AutoCAD SHX Text
2-ICV
AutoCAD SHX Text
ICV BOX
AutoCAD SHX Text
ICV
AutoCAD SHX Text
SMH(SEPTIC TANK)
AutoCAD SHX Text
BFP
AutoCAD SHX Text
CONC. 3.70
AutoCAD SHX Text
CONC. 3.70
AutoCAD SHX Text
CONC. 3.81
AutoCAD SHX Text
CONC. 3.60
AutoCAD SHX Text
CONC. 3.24
AutoCAD SHX Text
CONC. 3.30
AutoCAD SHX Text
CONC. 3.97
AutoCAD SHX Text
CONC. 3.56
AutoCAD SHX Text
CONC. 3.37
AutoCAD SHX Text
CONC. 3.57
AutoCAD SHX Text
CONC. 3.58
AutoCAD SHX Text
CONC. 3.57
AutoCAD SHX Text
CONC. 3.44
AutoCAD SHX Text
CONC. 3.62
AutoCAD SHX Text
CONC. 3.68
AutoCAD SHX Text
CONC. 3.71
AutoCAD SHX Text
CONC. 3.71
AutoCAD SHX Text
CONC. 3.34
AutoCAD SHX Text
CONC. 4.15
AutoCAD SHX Text
CONC. 4.10
AutoCAD SHX Text
CONC. 4.45
AutoCAD SHX Text
CONC. 4.83
AutoCAD SHX Text
I BEAM(TYP.)
AutoCAD SHX Text
RISER
AutoCAD SHX Text
HV
AutoCAD SHX Text H.B.
AutoCAD SHX Text U.P.
AutoCAD SHX Text
ELEC. MH
AutoCAD SHX Text
U.P.(ABANDONED)
AutoCAD SHX Text U.P.
AutoCAD SHX Text G.W.
AutoCAD SHX Text G.W.
AutoCAD SHX Text G.W.
AutoCAD SHX Text U.P.
AutoCAD SHX Text G.W.
AutoCAD SHX Text
PANEL BOX
AutoCAD SHX Text
TW 8.19
AutoCAD SHX Text
TW 7.99
AutoCAD SHX Text
ICV BOX
AutoCAD SHX Text
CONC. 3.45
AutoCAD SHX Text
CONC. 3.50
AutoCAD SHX Text
CONC. 3.72
AutoCAD SHX Text
CONC. 3.38
AutoCAD SHX Text
CONC. 3.45
AutoCAD SHX Text
CONC. 3.84
AutoCAD SHX Text
CONC. 4.03
AutoCAD SHX Text
CONC. 3.43
AutoCAD SHX Text
CONC. 3.36
AutoCAD SHX Text
CONC. 3.35
AutoCAD SHX Text
CONC. 3.29
AutoCAD SHX Text
ICV BOX
AutoCAD SHX Text H.B.
AutoCAD SHX Text
TREE
AutoCAD SHX Text C.O.
AutoCAD SHX Text
ICV BOX
AutoCAD SHX Text
TC 3.43
AutoCAD SHX Text
TC 3.92
AutoCAD SHX Text
TC 4.05
AutoCAD SHX Text
TC 4.24
AutoCAD SHX Text
TC 4.21
AutoCAD SHX Text
TC 4.40
AutoCAD SHX Text
TC 4.62
AutoCAD SHX Text
TC 4.61
AutoCAD SHX Text
TC 4.47
AutoCAD SHX Text U.P.
AutoCAD SHX Text G.W.
AutoCAD SHX Text G.W.
AutoCAD SHX Text
TC 4.42
AutoCAD SHX Text
TC 4.39
AutoCAD SHX Text
TC 4.43
AutoCAD SHX Text
TC 4.29
AutoCAD SHX Text
F.A. BOX
AutoCAD SHX Text
2-BFP
AutoCAD SHX Text
TC 4.36
AutoCAD SHX Text
TC 4.66
AutoCAD SHX Text
TC 4.54
AutoCAD SHX Text
TC 4.39
AutoCAD SHX Text
TC 4.42
AutoCAD SHX Text
TC 4.46
AutoCAD SHX Text
TC 4.66
AutoCAD SHX Text
TREE
AutoC…
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