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GENERAL SHEET NOTES
FINISH SCHEDULE REMARKS
FOR ROOM FINISH CODE LEGENDAF601SEE SHEET 1.
DO NOT PAINT OVER EXISTING MURALS AND TRIM.1.
D
2 3
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4 5
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B of Engineers
US Army Corps
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
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IDENTIFICATION
SHEET
D E
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IG
N E
D B
Y
D W
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C H
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U L E A
N D
GENERAL SHEET NOTES
N A
K A
G A
W A
R O
N A
L D T P
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R
2 3
C
4 5
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B of Engineers
US Army Corps
/9 /2
:1
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C
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A C
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C A
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N N
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
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P L
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N D
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ANSI D 22 x 34
-1
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S
E P
A
NORTH
PLAN
DETAILS.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
AGENCY AND DPW OFFICE.
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
363'-4" TO GRID 23
NOT TO SCALE
KEY PLAN
M A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0"
M A
T C
H L
IN
E S
E E A
/A
G
GENERAL SHEET NOTESFIRST FLOOR - WEST SIGNAGE SCHEDULE
1/8"=1'-0" A1
PARTIAL FIRST FLOOR SIGNAGE PLAN - WEST
106-1
107-1 105-1
117-1
108-1
115-1
109-1 110-1 111-1 112-1
116-1
146-1 145-1
148-1
113-1
113-2147-1
119-1118-1
101A-2
104-1102-1
146-3
146-2
145-3
145-2
101A-1
145-4146-4
146A-1 145A-1
100A-1
A
R M
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O R
P S O
F E
N G
IN
E E
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L D B
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A N A
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N A
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72 89
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A N
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A
B
C
D
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1 2 3 4 5 6 7 8 9 10 11 12 13
A
E
1 23
CHAPLAIN
101A
CORR A1-1
STORAGE
CLASSROOM
CLASSROOM 2
CLASSROOM 1
101B
CORR 1A-2
JANITOR
LATRINE
WOMEN'S
LATRINE
MEN'S
OFFICE
S-6
OFFICE
S-4
SGT
SR HR
MECH 1A
OFFICE 1A
OPEN
STORAGE
S-2/S-3/S-6
ASSISTANT
CHAPLAIN
1A
ELEC
VAULT 1
ARMS
1A
TELECOM
VAULT 2
ARMS
100C
BREEZEWAY
EXISTING
100A
LANAI 1A
EXST
ROOM
BREAK
OFFICE
RE-ENLIST
145A
VEST 2
ARMS
146A
VEST 1
ARMS
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:1
:1
P
M D
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S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
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P L
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F
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C A
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M A
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D E
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N A
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M A
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D A
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D E
S C
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IP
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N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
AGENCY AND DPW OFFICE.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
DETAILS.
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
363'-4" TO GRID 1
A
T C
H L
IN
E
0 4'-0" 8'-0" 16'-0" 1/8"=1'-0"
A1
M A
T C
H L
IN
E S
E E A
/A
G
GENERAL SHEET NOTES
PARTIAL FIRST FLOOR SIGNAGE PLAN - EAST
FIRST FLOOR - EAST SIGNAGE SCHEDULE
125-1
122-1 139-1121-1
126-1
127-1 128-1 129-1 130-1 133-1
132-1
138-1
134-1
136-1
101D-2
140-1
141-1
131-1
144A-1 143A-1
143-1
143-3
143-2
143-4144-4
144-1
144-3
144-2
142-4
142-1
142-3
142-2
120-1
137-1
135-1
150-1
101D-1
122-1
124-1
142A-1
100B-3100B-1
100B-2
149-1
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
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L U D
IS
T R
IC
S
H O
P A
IR
B
U
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D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
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L D B
A R
R A
C K
S
O A
H U
H A
W A
II
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
M A
M
AG102
P L
A N A
N D S
IG
N A
G E S
C H
E D
U L E E
A S
T
P A
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IA
L F
IR
S T F
L O
O R S
IG
N A
G E
73 89
N A
K A
G A
W A
R O
N A
L D T P
O H
A N
S I
D
R T
N J C
P
A M
U
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
RESTROOM
CMD
CMDR
BN
CSM
XO
CMD CONF
101C
CORR 1B-2
OFFICE
S-2
LATRINE
MEN'S
LATRINE
WOMEN'S
CONF
S-3
SGT
S-3 OPS
OFFICE
S-3
101D
CORR 1B-2
1B
MECH
OFFICE
FRSA
OFFICE
S-1
1B
TELECOM
VAULT 5
ARMS
1B
ELEC
FILES
CENTRAL
VAULT 3
ARMS
VAULT 4
ARMS
OFFICE 1B-1
OPEN
1B-2
OFFICE
OPEN
OFFICER
DUTY
SUPPLY
CMD
100B
LANAI 1B
EXST
DOCS
SECURE
1B
RECYCLE
144A
VEST 3
ARMS
143A
VEST 4
ARMS
142A
VEST 5
ARMS
JANITOR
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:1
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
A N
S I-
D c p w -w o rk \p o h -1 \j e c m f9 \d
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A -1 s b -B
A G
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P L
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N T
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B W a n d
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P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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P R
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A V
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Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
AGENCY AND DPW OFFICE.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
DETAILS.
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
A
T C
H L
IN
E
GENERAL SHEET NOTES
0 4'-0" 8'-0" 16'-0"
M A
T C
H L
IN
E S
E E A
/A
G
SECOND FLOOR - WEST SIGNAGE SCHEDULE
1/8"=1'-0" A1
PARTIAL SECOND FLOOR SIGNAGE PLAN - WEST
222-1
223-1
251-1
221-1
220-1 219-1
253-1
201C-2
201C-1
218-1215-1
256-1
216-1
255-1
254-1
214-1
210-1209-1208-1
207-1
203-1
202A-1
206-1 213-1
205-1
202B-1
204-1
211-1
259-1 201B-1
217-1
201H-2
260-1
252-1
218-1
257-1
200-1
200A-1
201H-1
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
N A
K A
G A
W A
R O
N A
L D T P
O H
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
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R D
IS
T R
IC
T
A N
S I
D
M A
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AG103
P L
A N A
N D S
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N A
G E S
C H
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U L E W
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P A
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L S
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N A
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74 89
R T
N J C
P
A M
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A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13
A
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1 23
STOR 2A
CMD
2A-D
PLAT
2A-C
PLAT
STOR 2C
COMM
1 SGT 2A
XO 2A
COMMANDER 2A
201H
CORR 2C-2
CMD CONF 2A
2C-C
PLAT
2C-B
PLAT
STOR 2C
SECURE
ROOM 2C
TRAINING
OFFICE 2A
OPEN
201G
CORR 2C-1
STOR 2C
NBC
STOR 2C
UNIT
STOR 2A-2
UNIT
ELEC 2A
200A
EXST LANAI 2A
TOILET 2A
ACCESSIBLE
TELECOM 2A
ROOM 2A
TRAINING
STOR 2A
NBC 254
STOR 2A
SECURE
2A-A
PLAT
2A-B
PLAT
STOR 2A
COMM
201C
CORR 2A-3
MECH 2A
STOR 2A-1
UNIT
201B
CORR 2A-2
2C-A
PLAT
JANITOR
252A
VESTIBULE
LATRINE 2C
LATRINE 2C
MENS
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:1
:3
P
M D
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IM
E
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D E
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A V
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E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
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F
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C A
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N A
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D A
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D E
S C
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N D
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P P
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ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
AGENCY AND DPW OFFICE.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
DETAILS.
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
363'-4" TO GRID 1
A
T C
H L
IN
E
GENERAL SHEET NOTES
0 4'-0" 8'-0" 16'-0"
M A
T C
H L
IN
E S
E E A
/A
G
1/8"=1'-0" A1
PARTIAL SECOND FLOOR SIGNAGE PLAN - EAST
SECOND FLOOR - EAST SIGNAGE SCHEDULE
224-1 225-1 226-1
228-1
227-1
248-1
243-1201F-1
229-1
247-1
230-1 231-1
245-1
232-1
235-1 236-1 237-1
239-1238-1
240-1
233-1
244-1
234-1
241-1
242-1
250-1
248-2
201D-1
249-1
246-1
201F-2
258-1
200B-2200B-1
248-3
200-2
200B-3
244-2
261-1
75 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
J C
P
A M
U
N A
K A
G A
W A
R O
N A
L D T P
O H
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
M A
M
AG104
P L
A N A
N D S
IG
N A
G E S
C H
E D
U L E E
A S
T
P A
R T
IA
L S
E C
O N
D F
L O
O R S
IG
N A
G E
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
2B-B
PLAT
2B-C
PLAT
2B-D
PLAT
XO 2B
2B
1 SGT
CMD CONF 2B
STOR 2B
CMD
2B
COMMANDER
ROOM 2B
TRAINING
MECH 2B
201F
CORR 2B-3
STOR 2B
COMM
STOR 2C
CMD
COMMANDER 2C
2C
1 SGT
XO 2C
2C-D
PLAT
CONF 2C
CMD
TELECOM 2B
201E
CORR 2B-2
200B
LANAI 2B
EXISTING
STOR 2B
NBC
STOR 2B
SECURE
STOR 2B
UNIT
ELEC 2B
2B-A
PLAT
OFFICE 2C
OPEN
STOR
OFFICE 2B
OPEN
201D
CORR 2B-1
TOILET 2B
ACCESSIBLE
JANITOR
246A
VESTIBULE
LATRINE 2B
LATRINE 2B
WOMEN'S
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:1
:4
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
A N
S I-
D c p w -w o rk \p o h -1 \j e c m f9 \d
\1 s b -B
A G
.d g n
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
\P
D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
T E
D B
Y J E
C
M F
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
AGENCY AND DPW OFFICE.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
DETAILS.
20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
120'-8"
20'-0" TO GRID 14
120'-8" TO GRID 23
A
T C
H L
IN
E
GENERAL SHEET NOTES
0 4'-0" 8'-0" 16'-0"
M A
T C
H L
IN
E S
E E A
/A
G
1/8"=1'-0" A1
PARTIAL THIRD FLOOR SIGNAGE PLAN - WEST
THIRD FLOOR - WEST SIGNAGE SCHEDULE
310-1
309-1
311-1 312-1 313-1 314-1 315A-1
304-1 303-1 302-1 317-1316-1
318-1
315B-1
308-1
307-1
306-1
348-1 301A-1
347-1
346-1
301C-1
323-1 323-2
319-1
320-1
321-1
322-1
301A-2
300A-1
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
M A
M
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
AG105
P L
A N A
N D S
IG
N A
G E S
C H
E D
U L E W
E S
T
P A
R T
IA
L T
H
IR
D F
L O
O R S
IG
N A
G E
76 89
N A
K A
G A
W A
R O
N A
L D T P
O H
R T
N J C
P
A M
U
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13
A
E
1 23
EXST GYM346
STOR
STOR 3A
CMD
3A-D
PLAT
3A-C
PLAT
3A-B
PLAT
3A-A
PLAT
STOR 3B
NBC
STOR 3B
COMM
STOR 3A
COMM
STOR 3A
NBC
JANITOR
MECH 3A
ELEC 3A
TELECOM 3A
300A
EXST LANAI 3A
1 SGT 3A
XO 3A
COMMANDER 3A
UNIT STORAGE 3A-1
301B
CORRIDOR 3A-2
301A
CORR 3A-1
301C
CORR 3A-3
SECURE STOR 3A
CMD CONF 3A
LATRINE 3A
WOMEN'S
OFFICE 3A
OPEN
ROOM 3A
TRAINING
LATRINE 3A
MEN'S
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:1
:5
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
A N
S I-
D c p w -w o rk \p o h -1 \j e c m f9 \d
\1 s b -B
A G
.d g n
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
\P
D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
T E
D B
Y J E
C
M F
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NORTH
PLAN
1. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING INFORMATION
OF EXACT SIGN MESSAGE FROM THE CONTRACTING OFFICER, USING
AGENCY AND DPW OFFICE.
2. SEE SHEETS AG501 AND AG502 FOR SIGNAGE TYPES AND SIGN
DETAILS.
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"
122'-0" TO GRID 8 120'-8"
20'-0" TO GRID 12
363'-4" TO GRID 1
U P
A
T C
H L
IN
E
GENERAL SHEET NOTES
0 4'-0" 8'-0" 16'-0"
M A
T C
H L
IN
E S
E E A
/A
G
1/8"=1'-0" A1
PARTIAL THIRD FLOOR SIGNAGE PLAN - EAST
THIRD FLOOR - EAST SIGNAGE PLAN
323-3
323-4
400-1
325-1
324-1
349-1
328-1 330-1
329-1
331-1
327-1 332-1
344-1
333-1 334-1
343-1 338-1
335-1 336-1 337-1
345-1301D-1
340-1
339-1
341-1
301D-2
300B-1 300B-2 300B-3
77 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
K A
G A
W A
R O
N A
L D T P
O H
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
J C
P
A M
U
M A
M
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
AG106
P L
A N A
N D S
IG
N A
G E S
C H
E D
U L E E
A S
T
P A
R T
IA
L T
H
IR
D F
L O
O R S
IG
N A
G E
13 14 15 16 17 18 19 20 21 22 23
A
B
C
D
E
A
E
1 23
TELECOM 3B
MECH 3B
RECYCLE
JANITOR
STOR 3B
UNIT
3B-A
PLAT
3B-B
PLAT
3B-C
PLAT
3B-D
PLAT
XO 3B
3B
1 SGT
ROOM 3B
TRAINING
300B
EXST LANAI 3B
ELEC 3B
VESTIBULE
GYM STOR
301D
CORR 3B-1
301E
CORR 3B-2
LATRINE 3B
WOMEN'S
STOR 3B
SECURE
CMD CONF 3B
3B
COMMANDER
OFFICE 3B
OPEN
STOR 3B
CMD
STOR
LATRINE 3B
MEN'S
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U D
IS
T R
IC
K A
G A
W A
R O
N A
L D T P
C
P
A M
U
M A
M
R
S
H O
J E
C
M F
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
A N
S I
D
AG501
S
IG
N A
G E T
Y P
E A
N D D
E T
A
IL
S
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A D B
F Y P
K G A -0
78 89
GENERAL SHEET NOTES
OFFICER, USING AGENCY, AND DPW OFFICE.
EXTERIOR SIGN SHALL BE COORDINATED WITH THE CONTRACTING 4.
OFFICER, USING AGENCY, AND DPW OFFICE.
SIGN MESSAGE SHALL BE COORDINATED WITH THE CONTRACTING 3.
SYMBOLS.
GRAPHIC SYMBOLS SHALL BE STANDARD INTERNATIONAL 2.
TYPE FACE SHOULD BE UPPER AND LOWER CASE HELVETICA.1.
H O
N O
L U
L U
H A
W A
II
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
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:0
P
M D
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A M
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A N
S I-
D S
H E
E T c p w -w o rk \p o h -1 \j e c m f9 \d
\1 s b -B
A G
.d g n
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
\P
D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
T E
D B
Y J E
C
M F
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
M A
R K
D A
T E
D E
S C
R
IP
T
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N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
SECTION
MESSAGE STRIPS
HEADQUARTERS
XXnd BATTALION
SIGN TYPE "BD"
DIRECTORY W/HEADER/PANEL
1 1/2"=1'-0" A4
SIGN TYPE "BD"
AND NUMBERS
CAPITAL LETTERS
PROVIDE 100 EACH
HELVETICA MEDIUM
CHANGABLE LETTERS
3/4" WHITE ACRYLIC
W/1/4"GLASS PANEL
ALUM DOOR FRAME
KEY LOCKED EXTRUDED
MESSAGE STRIPS
INTERCHANGEABLE
ALUMINUM FRAME
EXTRUDED
CLEAR ANODIXED
FLUSH LEFT, CAPITALIZED
BLACK BACKGROUND
WHITE LETTERS ON
1/4" GLASS PANEL
FRAME
EXTRUDED ALUM
CLEAR ANODIZED
1/4" GLASS PANEL
ALUM DOOR FRAME W/
KEYED LOCK EXTRUDED
FRAME
ALUM INSERT
MESSAGE STRIPS
INTERCHANGEABLE
FRAME
EXTRUDED ALUM
CLEAR ANODIZED
FACE OF WALL
WALL ANCHOR (TYP)
5/16" DIA MASONRY
2'-0"
2" 2"
/2
/2
E Q
U A
L L
Y S
P A
C E
D
/2
2"
Chief
Direc
COMMANDER 146
1 1/2"
/4
/2
/4
/4
/2
3"
4'-6"
3/4"=1'-0" D3
BUILDING NUMBER SIGN
SIGN TYPE "C8" EXTERIOR
3"
BLDG 155
CL
ALUMINUM PANEL
LETTERING (HELVETICA REGULAR) ON
WITH PRESSURE SINSITIVE WHITE VINYL
CORPS BROWN REFLECTIVE SHEETING
NOTE:
SEE SHEET A-201.
MEDIUM) ON ALUM PANEL
LETTERING (HELVETICA
SENSITIVE WHITE VINYL
SHEETING WITH PRESSURE
CORPS BROWN REFLECTED
XXX
Schofield Barracks
3" 3"
/2
/2
" VERTICAL SPACING, TYP.2
-13" TEXT W/ 1
4" H NUMBER
SIGN BOTH SIDES
VERIFY
5'-0"
SIDES
ON BOTH
SHT FACE
TO ALUM
DIRECTLY
APPLIED
LETTERING
CUT VINYL
:NOTE
SIGN LOCATION
SEE SHEET CS101 FOR
EXTERIOR ID SIGN
SIGN TYPE "E"
3/4" = 1'-0" C4C
Waianae Avenue
VARIES
C4
SIGN TYPE
9"
1/4 "
8 1/2 " 1/4 "
/2
/8
/4
/8
4281 COLOR: DARK GREY
SIGN PANEL
/4 H
T
DPCW
Civilian PersonnelCivilian Personnel
Branch Classified
Section
REMOVABLE END CAPS
/2 H
T
3"=1'-0" A1
RM IDENTIFICATION WITH INSERT
SIGN TYPE "A"
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
FLUSH LEFT, 1 1/2" HT
55 ROMAN
FONT - HELVETICA NEUE
NUMBER WITH BRAILLE:
TACTILE ROOM
FLUSH LEFT, 3/4" HT
WHITE BACKGROUND
COLOR: BLACK TEXT,
55 ROMAN
FONT - HELVETICA NEUE
BEHIND CLEAR ACRYLIC
PRINTED PAPER INSERT
COLOR: WHITE
GRADE 2 BRAILLE
FLUSH LEFT, 3/4" HT
55 ROMAN
FONT - HELVETICA NEUE
DESCRIPTION WITH BRAILLE:
TACTILE ROOM
9"
1/4 "
8 1/2 " 1/4 "
/2
/8
/8
/8
COLOR: DARK GREY
SIGN PANEL
/2 H
T
DPCW
REMOVABLE END CAPS
/2 H
T
CIVILIAN PERSONNEL
BRANCH CLASSIFIED
SECTION
/2
3"=1'-0" A2
PERMANENT RM IDENTIFICATION
SIGN TYPE "AP"
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
FLUSH LEFT, 1 1/2" HT
55 ROMAN
FONT - HELVETICA NEUE
WITH BRAILLE:
TACTILE ROOM NUMBER
COLOR: WHITE
GRADE 2 BRAILLE
FLUSH LEFT, 1/2" HT
55 ROMAN
FONT - HELVETICA NEUE
BRAILLE:
DESCRIPTION WITH
TACTILE ROOM
9"
1/4 " 8 1/2 "
1/4 "
/2
H T
/8
/8
COLOR: DARK GREY
SIGN PANEL
COLOR: BLACK
6" SYMBOL
WHITE BACKGROUND
/4
3"=1'-0" A3
STAIR
SIGN TYPE "S"
EXIT
STAIR A
/2
/8
/2 H
T
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
CENTERED, 1" HT
55 ROMAN
FONT - HELVETICA NEUE
BRAILLE:
DESCRIPTION WITH
TACTILE ROOM
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
CENTERED, 1 1/2" HT
55 ROMAN
FONT - HELVETICA NEUE
BRAILLE:
IDENTIFICATION WITH
TACTILE STAIR
/2
9"
1/4 "8 1/2 " 1/4 "
/2
/2
H T
/8
/8
WOMEN
COLOR: DARK GREY
SIGN PANEL
COLOR: BLACK
6" SYMBOL
WHITE BACKGROUND
/8
3"=1'-0" B1
RESTROOM
SIGN TYPE "R"
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
CENTERED, 1" HT
55 ROMAN
FONT - HELVETICA NEUE
WITH BRAILLE:
DESCRIPTION
TACTILE ROOM
9"
1/4 "8 1/2 " 1/4 "
/2
/2
H T
/8
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WOMEN
COLOR: ADA BLUE
SIGN PANEL
COLOR: BLACK
6" SYMBOL
WHITE BACKGROUND
/8
3"=1'-0" B2
ACCESSIBLE RESTROOM
SIGN TYPE "RA"
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
CENTERED, 1" HT
55 ROMAN
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WITH BRAILLE:
DESCRIPTION
TACTILE ROOM
/2
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COLOR: ADA BLUE
SIGN PANEL
COLOR: BLACK
5" SYMBOL
WHITE BACKGROUND
RESTROOM
3"=1'-0" C2
ACCESSIBLE UNISEX RESTROOM
SIGN TYPE "RAU"
9"
1/4 "8 1/2 " 1/4 "
COLOR: WHITE
GRADE 2 BRAILLE
RAISED 0.03125"
TACTILE CHARACTERS
CENTERED, 7/8" HT
55 ROMAN
FONT - HELVETICA NEUE
BRAILLE:
DESCRIPTION WITH
TACTILE ROOM
SIGN FACE
BOTH SIDES
CUT VINYL LETTERING
APPLIED DIRECTLY
TO ALUM SHT FACE
ON BOTH SIDES
C4B
5'-0"
VERIFY
SECTION
3/8"=1'-0" C4B
ELEVATION
3/8"=1'-0" C4A
EXISTING
TUBE SUPPORTS
EXISTING
DRILLED-HOLE
CONCRETE
FOUNDATION
BRONZE ANODIZED
FINISH TOP, BOTTOM,
BOTH SIGN FACES &
FASTENERS
(MATCH EXISTING)
2'-0"
2"
BN HQ
XXnd
1 1/2"=1'-0" D4
SIGN TYPE "C1"
DARK GREY BACKGROUND
COLOR: WHITE TEXT,
MESSAGE TEXT
FLUSH LEFT, 3" HT
65 MEDIUM
FONT - HELVETICA NEUE
3" MESSAGE
A
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H O j3 e c rt s
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N B
R A
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S C
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L D B
A R
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C K
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O A
H U
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W A
II
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P A
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B
U
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F Y P
K G A -0
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
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IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
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S U
B M
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D B
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F
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ANSI D 22 x 34
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-5
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2"
O F S
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T E
R L
IN
3"
DOOR FRAME
DOOR
1'-0"
DOOR FRAME
DOOR
SIGN TYPE "BE"
3/8"=1'-0" B5
"BE" SIGN TYPE PLACEMENT
3/8"=1'-0" A5
VARIOUS SIGN TYPE PLACEMENT
3/8"=1'-0" C5
"BD" SIGN TYPE PLACEMENT
SIGN TYPE "BD"
POSSIBLE
TO DOOR IS NOT
IF PLACEMENT NEXT
PLACE SIGN ON DOOR
"RAU" & "IDS"
"S", "R", "RA", "RU",
SIGN TYPE "A", "AP",
H E
A D
E R
/4
NTS
A4
VARIOUS SIGN TYPE SECTION
POLISH EDGES ALL AROUND
1/32" CLEAR ACRYLIC SPACER
1/16" CLEAR MATTE ACRYLIC
OR PHOTOPOLYMER
1/16" ENGRAVING STOCK
DOUBLE EMULSION FOAM TAPE
1/32" CLEAR ACRYLIC SPACER
NTS
B4
SIGN TYPE "A" SECTION
POLISH EDGES ALL AROUND
DOUBLE EMULSION FOAM TAPE
POLISH EDGES ALL AROUND
1/32" CLEAR ACRYLIC SPACER
1/16" CLEAR MATTE ACRYLIC
OR PHOTOPOLYMER
1/16" ENGRAVING STOCK
/4
DOUBLE EMULSION FOAM TAPE
BONDED TO 1/8" WHITE ACRYLIC
SIDE AND BACK SPRAYED,
GRAPHICS APPLIED TO REVERSE
1/16" CLEAR MATTE ACRYLIC-
/4
FINISHED WALL OR DOOR
FINISHED WALL OR DOOR
FINISHED WALL OR DOOR
SLOT FOR MESSAGE/PAPER INSERT
NTS
C4
(INTERIOR PLACEMENT ONLY)
SIGN TYPE "AP" SECTION
3/8" MATTE ACRYLIC
NOTE:
/2
1"
1/2"
ALUMINUM ANGLE
3/4" x 1" x 1/8"
FINISHED WALL
MASONRY ANCHOR
HEX HEAD BOLT
3/16" DIAMETER
VISIBILITY IS REQUIRED.
APPLIED IF NIGHTTIME
REFLECTIVE SHEETING MAY BE
BAKED ENAMEL ALL AROUND.
PANEL TO BE FINISHED WITH
THREAD CUTTING SCREW
SOCKET HEAD
#10 X 3/4" COUNTERSUNK
AND GRIND SMOOTH
WELD CORNERS
SHEETING ALL AROUND.
SHEETING. RETURN
0.080" ALUMINUM
NTS
D3
SECTION FOR TYPE C8 BLDG NO.
6"
No Smoking
BLACK SYMBOL
DIAGONAL BAR
RED CIRCLE WITH
3"=1'-0" A3
SIGN TYPE "NS"
CENTERED, 5/8" HT
WHITE BACKGROUND
COLOR: BLACK TEXT,
55 ROMAN
FONT - HELVETICA NEUE
VISUAL TEXT:
6"
" RAISED RED PICTOGRAPH
WHITE BACKGROUND
3"=1'-0" B3
SIGN TYPE "FE"
3/8"=1'-0" C3
ARMS VAULT SIGN PLACEMENT
SIGN TYPE SS3
SIGN TYPE SS2
SIGN TYPE SS1
ALIGN
" SIGN (SIGN TYPE "A")
ROOM IDENTIFICATION
O F S
IG
N
T O C
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T E
R L
Commander in accordance with the provisions of the directive issued by the
Secretary of Defense on 20 August 1954, pursuant to the provisions of section
21, Internal Security Act of 1950. Unauthorized entry is prohibited.
All persons entering hereon are liable to search. Photographing or making notes, drawings, maps or graphic representations of this area or its activities is prohibited unless specifically authorized by the commander. Any such material
WARNING
Restricted Area This area has been declared a restricted area by authority of the Installation found in the possession of unauthorized persons will be confiscated.
2'-6"
3"2'-0"3"
/2
/2 H
T
RED TEXT
BLACK TEXT
BLACK TEXT
WHITE BACKGROUND
/8 T
Y P
3"=1'-0" A1
SIGN TYPE "SS3"
YELLOW BACKGROUND
YELLOW BACKGROUND
10"
3"=1'-0" D2
SIGN TYPE "SS1"
5/16 "9 3/8 " 5/16 "
THIS FACILITY IS
PROTECTED BY AN
THIS FACILITY IS
Unauthorized entry is prohibited. Violators will be prosecuted under the provisions of the UCMJ or other applicable laws.
2 1/8 "5 3/4 "2 1/8 "
/8
/4
/8
/4 /4
/4
ALARM SYSTEM
Unauthorized entry is prohibited. Violators
/8 H
T
TEXT, 1" HT
INSERT WITH RAISED YELLOW
PHOTOPOLYMER PERMANENT
BLACK TEXT, 1/2" HT
BLACK TEXT, 3/8" HT
BLACK BACKGROUND
4 1
STD 595A, NO. 17038
SOLID BLACK NUMBER
10" HT AND 2" THICK
FED STD 595A, NO. 12246
ORANGE FIELD
1 1/2"=1'-0" C2
SIGN TYPE "SS2"
/4
0.080" ALUM SHEET
SHEETING IS NOT REQUIRED
BAKED ENAMEL IF REFLECTED
FINISH SIGN FACE IN
NOTE:
WALL OR STUD WALL
FINISHED CONCRETE
BOLT FOR STUD WALL
5/16" HEX HEAD TOGGLE
MASONRY ANCHOR OR
5/16" HEX HEAD BOLT
1/4" SPACER
NTS
D1
EXTERIOR WALL MOUNTED SIGN
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G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
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IN
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
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A M
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P L
O T S
C A
L E
S
IZ
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M A
R K
D E
S C
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N A
P P
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M A
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D A
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D E
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A T
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P P
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ANSI D 22 x 34
-1
-5
S
E P
A
0 8'-0" 12'-0" 32'-0" 1/16"=1'-0"
A1
FIRST FLOOR PLAN
GENERAL SHEET NOTESFIRST FLOOR ROOM LIST
363'-4"
120'-8"122'-0"120'-8"
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
80 89
A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
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D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
N A
K A
G A
W A
R O
N A
L D T P
O H
A N
S I
D
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
M A
M
M
IF
AJ101
A
IR
B
A R
R
IE
R
F
IR
S T F
L O
O R A
IR
B
A R
R
IE
R P
L A
N
PENETRATIONS OF THE AIR BARRIER MUST BE SEALED.9.
COMPONENTS.
RELATIVE MOVEMENT OF THESE ASSEMBLIES AND
MATERIAL OF ADJACENT ASSEMBLIES, ALLOWING FOR THE
JOINED AND SEALED IN A FLEXIBLE MANNER TO THE AIR BARRIER
THE AIR BARRIER MATERIAL OF EACH ASSEMBLY SHALL BE 8.
ENVELOPE
-ALL OTHER AIR LEAKAGE PATHWAYS IN THE BUILDING
-MASONRY TIES, SCREWS, BOLTS, AND SIMILAR PENETRATIONS
AND SIMILAR PENETRATIONS
-WALLS, FLOORS, AND ROOFS TO UTILITY, PIPE, CONDUIT, DUCT,
CONTROL, AND EXPANSION JOINTS
-WALLS, FLOORS, AND ROOFS ACROSS CONSTRUCTION,
-WALLS AND ROOF OVER UNCONDITIONED SPACE
-WALLS AND ROOF
-DIFFERENT WALL SYSTEMS
-WALLS AND DOORS
-WALLS AND WINDOWS
-FOUNDATION AND WALLS
SEAL THE FOLLOWING CONNECTIONS:
THE AIR BARRIER SHALL BE INSTALLED HEREIN TO BRIDGE AND 7.
OR TRANSFER OF THE LOAD TO THE STRUCTURE.
PLACED ON THE BUILDING WITHOUT DISPLACEMENT, DAMAGE,
THE MAXIMUM POSITIVE AND NEGATIVE AIR PRESSURE TO BE
THE AIR BARRIER MUST BE SUPPORTED SO AS TO WITHSTAND 6.
SEALED.
THE AIR BARRIER SHALL BE CONTINUOUS WITH ALL JOINTS 5.
OUTLINED IN SPECIFICATION 07 08 27.00 10.
ENVELOPE MEETING THE PERFORMANCE REQUIREMENTS AS
CONNECTED ACROSS THE SIX SURFACES OTFHE BUILDING
OF THE AIR BARRIER SYSTEM THAT IS CONTIGUOUS AND
CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR THE 4.
SEALANT/CAULKING AT ALL PIPE/CONDUIT/DUCT PENETRATIONS.
BARRIER REQUIREMENTS BEYOND REPLACEMENT OF
REFERENCE DETAILS ON SHEETS AJ511 THROUGH AJ521 FOR AIR 3.
THE BUILDING - INTERIOR AND EXTERIOR.
SEALANT/CAULKING REPLACEMENT APPLIES TO BOTH SIDES OF 2.
PENETRATIONS TO ENSURE COMPLIANCE FOR AIR BARRIER.
ALLSEALANT/CAULKING AT BUT NOT LIMITED TO ALL EXISTING
CONTRACTOR SHALL REMOVE AND REPLACE 1.
PENETRATIONS OF THE AIR BARRIER MUST BE SEALED.9.
COMPONENTS.
RELATIVE MOVEMENT OF THESE ASSEMBLIES AND
MATERIAL OF ADJACENT ASSEMBLIES, ALLOWING FOR THE
JOINED AND SEALED IN A FLEXIBLE MANNER TO THE AIR BARRIER
THE AIR BARRIER MATERIAL OF EACH ASSEMBLY SHALL BE 8.
ENVELOPE
-ALL OTHER AIR LEAKAGE PATHWAYS IN THE BUILDING
-MASONRY TIES, SCREWS, BOLTS, AND SIMILAR PENETRATIONS
AND SIMILAR PENETRATIONS
-WALLS, FLOORS, AND ROOFS TO UTILITY, PIPE, CONDUIT, DUCT,
CONTROL, AND EXPANSION JOINTS
-WALLS, FLOORS, AND ROOFS ACROSS CONSTRUCTION,
-WALLS AND ROOF OVER UNCONDITIONED SPACE
-WALLS AND ROOF
-DIFFERENT WALL SYSTEMS
-WALLS AND DOORS
-WALLS AND WINDOWS
-FOUNDATION AND WALLS
SEAL THE FOLLOWING CONNECTIONS:
THE AIR BARRIER SHALL BE INSTALLED HEREIN TO BRIDGE AND 7.
OR TRANSFER OF THE LOAD TO THE STRUCTURE.
PLACED ON THE BUILDING WITHOUT DISPLACEMENT, DAMAGE,
THE MAXIMUM POSITIVE AND NEGATIVE AIR PRESSURE TO BE
THE AIR BARRIER MUST BE SUPPORTED SO AS TO WITHSTAND 6.
SEALED.
THE AIR BARRIER SHALL BE CONTINUOUS WITH ALL JOINTS 5.
OUTLINED IN SPECIFICATION 07 08 27.00 10.
ENVELOPE MEETING THE PERFORMANCE REQUIREMENTS AS
CONNECTED ACROSS THE SIX SURFACES OTFHE BUILDING
OF THE AIR BARRIER SYSTEM THAT IS CONTIGUOUS AND
CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR THE 4.
SEALANT/CAULKING AT ALL PIPE/CONDUIT/DUCT PENETRATIONS.
BARRIER REQUIREMENTS BEYOND REPLACEMENT OF
REFERENCE DETAILS ON SHEETS AJ511 THROUGH AJ521 FOR AIR 3.
THE BUILDING - INTERIOR AND EXTERIOR.
SEALANT/CAULKING REPLACEMENT APPLIES TO BOTH SIDES OF 2.
PENETRATIONS TO ENSURE COMPLIANCE FOR AIR BARRIER.
ALLSEALANT/CAULKING AT BUT NOT LIMITED TO ALL EXISTING
CONTRACTOR SHALL REMOVE AND REPLACE 1.
TESTING.
FOR VALIDATING TOTALS PRIOR TO START OF AIR BARRIER
ENVELOPE LEAKAGE RATE. THE CONTRACTOR IS RESPONSIBLE
ESTIMATE TEST EQUIPMENT QUANTITIES AND TO DETERMINE
AIR BARRIER SURFACE AREA CALCULATIONS ARE PROVIDED TO 12.
TESTED IN ACCORDANCE WITH ASTM E2178.
NOT TO EXCEED 0.004 cfm/sf @ 0.3 wg (0.02 L/sm @ 75 Pa) WHEN
THE AIR BARRIER MATERIALS MUST HAVE AN AIR PERMEANCE 11.
SERVICE LIFE OF THE ASSEMBLY.
THE AIR BARRIER MUST BE DURABLE TO THE LAST ANTICIPATED 10.
BOUNDARY.
SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
AIR BARRIER NOTES
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
101A
101B
110 112
111 148 113
115 116
146147
100C100A
101C 128 130
129125
141142
100B
146A
144A 143
143A
142A
145A
101D
2 3
C
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A
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F
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P L
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D R
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E R
P E
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A B
L E
B W a n d
G ra y s c a le
P e n c p w -w o rk \p o h -1 \j e c m f9 \d
\P
D F -N
C S v -A
N S I-
D .p lt c fg
P R
IN
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D B
Y J E
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M F
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S T S
A V
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
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E N
A M
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P L
O T S
C A
L E
S
IZ
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M A
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D E
S C
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N A
P P
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M A
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D A
T E
D E
S C
R
IP
T
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N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
363'-4"
120'-8"122'-0"120'-8"
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
0 8'-0" 12'-0" 32'-0" 1/16"=1'-0"
A1
SECOND FLOOR PLAN
GENERAL SHEET NOTESSECOND FLOOR ROOM LIST
81 89
A
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O R
P S O
F E
N G
IN
E E
R S
H O
N O
L U
L U
H A
W A
II
H O
N O
L U
L U D
IS
T R
IC
S
H O
P A
IR
B
U
IL
D
IN
G
Q U
A
P
K G A -0
J E
C
M F
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
AJ102
S E
C O
N D F
L O
O R A
IR
B
A R
R
IE
R P
L A
N
M
IF
N A
K A
G A
W A
R O
N A
L D T P
O H
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
H I
H O
N O
L U
L U E
N G
IN
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R D
IS
T R
IC
T
A N
S I
D
M A
M
A
IR
B
A R
R
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BOUNDARY.
SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 3.
FOR AIR BARRIER NOTES.AJ101REFER TO SHEET 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
201H
201F247
227226
224223
218214
259 256 255
246 258
201E 200B
210 215
201C 201D
230 231 233
216 217
200A202
201B
201G 201A
2 3
C
4 5
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P E
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B W a n d
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
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D B
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D W
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ANSI D 22 x 34
-1
-5
S
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363'-4"
120'-8"122'-0"120'-8"
11'-8"20'-0"20'-0"20'-0"20'-0"20'-0"9'-0"11'-0"20'-0"20'-0"20'-0"20'-0"9'-10"10'-2"11'-0"9'-0"20'-0"20'-0"20'-0"20'-0"20'-0"11'-8"
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A1
THIRD FLOOR PLAN
GENERAL SHEET NOTESTHIRD FLOOR ROOM LIST
82 89
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SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 3.
FOR AIR BARRIER NOTES.AJ101REFER TO SHEET 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
A
B
C
D
E
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
323346
321 322
325 328
329 331 333
300A 300B
344326
332301E
327 341
315 301B
301A
301C
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project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
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IDENTIFICATION
SHEET
D E
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D B
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D W
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2ND FLOOR
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1ST FLOOR
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3RD FLOOR
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SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 3.
FOR AIR BARRIER NOTES.AJ101REFER TO SHEET 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
GENERAL SHEET NOTES
SHEET KEYNOTES
1/8"=1'-0" A1
BUILDING SECTION - WEST
1/8"=1'-0" C1
BUILDING SECTION - EAST
0 4'-0" 8'-0" 16'-0"
0 4'-0" 8'-0" 16'-0"
83 89
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SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 3.
FOR AIR BARRIER NOTES.AJ101REFER TO SHEET 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
1 2 3 4 5 6 7 9 118 10 12 13
13 14 15 17 18 19 20 21 22 2316
VAULT 1
ARMS
VAULT 2
ARMS
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BREEZEWAY
EXISTING
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OPEN
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101B
CORR 1A-2
ROOM
BREAK
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S-2/S-3/S-6
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ELEC 2A
MECH 2A
ROOM 2A
TRAINING
STOR 2A
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STOR 2A
SECURE
STOR 2C
COMM
ROOM 2C
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OPEN
ROOM 3A
TRAINING
SECURE STOR 3A
ELEC 3A
MECH 3A
STOR 3B
COMM
301C
CORR 3A-3
EXST GYM
201B
2A-2
CORR
301A
3A-1
CORR
201H
2C-2
CORR
LATRINE 3A
MEN'S
LATRINE 2C
MEN'S
OFFICE 2A
OPEN
OFFICE 1B-1
OPEN
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FILES
CENTRAL
DOCS
SECURE
1B
ELEC
SUPPLY
CMD
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OPEN
XO
201G
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STOR
STOR 2B
COMM
MECH 2B
ELEC 2B
TOILET 2B
ACCESSIBLE
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OPEN
XO 2B
EXST GYM
MECH 3B
ELECT 3B
ROOM 3B
TRAINING
XO 3B
OFFICE 3B
OPEN
STORAGE
301D
3B-1
CORR
101D
1B-2
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LATRINE 2B
WOMEN'S
LATRINE 3B
MEN'S
1B
RECYCLE
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:2
:3
P
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IT
C
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T R
A C
T N
O
L O
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IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
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F
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N D
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ANSI D 22 x 34
-1
-5
S
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A
GENERAL SHEET NOTES
SHEET KEYNOTES
1/8"=1'-0" A1
BUILDING SECTION
1/8"=1'-0"
A3
BUILDING SECTION
1/8"=1'-0" C3
BUILDING SECTION
0 4'-0" 8'-0" 16'-0" 0 4'-0" 8'-0" 16'-0"
0 4'-0" 8'-0" 16'-0"
BEYOND
CORR 3A-2
OPEN TO
84 89
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H O
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BOUNDARY.
SHADED AREA INDICATES AIR BARRIER SYSTEM TESTING 3.
FOR AIR BARRIER NOTES.AJ101REFER TO SHEET 2.
GENERAL NOTES.
SYMBOLS, LEGENDS, ADDITIONAL DRAWING CONVENTIONS AND
FOR ABBREVIATIONS, A-002 AND A-001REFER TO SHEETS 1.
A B C D E A B C D E
A B C D E
VAULT 1
ARMS
ROOM 2A
TRAINING
STOR 2A-2
UNIT
301A
CORR 3A-1
LATRINE 3A
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2C-1
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EXST GYM
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LANAI 2A
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100A
LANAI 1A
EXISTING
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FILES
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COMM
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LANAI 3B
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EXISTING
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VEST 4
ARMS
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
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:4
P
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IM
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M O
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A C
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N N
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SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
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S U
B M
IT
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D B
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F
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-1
-5
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US Army Corps
/9 /2
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IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
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S U
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NOTE:
BLAST WINDOW REINFORCEMENT, ANCHOR TYPE AND
SPACING SHALL BE DETERMINED BY WINDOW MANUFACTURE'S
ENGINEERING.
L TRIM
BACKER ROD
SEALANT W/
3"
(REF STRL DWGS)
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
CEM PLAS FIN
EXST CONC W/
AIR BARRIER
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
CONC SLAB BELOW
EDGE OF EXST
DR AS SCHED
L TRIM
BACKER ROD
SEALANT W/
ALUM THRESHOLD
ALUM THRESHOLD
ALUM THRESHOLD
ALUM FRAME
ALUM FRAME
FIN FL AS SCHED
AIR BARRIER
BACKER ROD
SEALANT W/
ALUM FRAME
WALL BEYOND
EXST CONC
L TRIM
BACKER ROD
SEALANT W/
ORIGINAL
HEAD HEIGHT
T R
A N
S O
M H
E
IG
H T
/2
/8 S
H
IM
ORIGINAL OPG WIDTH
SOFFIT
5/8" GYP BD
BEYOND
GYP BD WALL
(REF STRL DWGS)
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
T R
A N
S O
M H
E
IG
H T
/8 S
H
IM
/2
D O
O R H
E
IG
H T
/2
/8 S
H
IM
BACKER ROD
SEALANT W/
ALUM FRAME
AIR BARRIER
T R
A N
S O
M W
ID
H
T
STARTER BELOW
ALUM SILL
STARTER
ALUM SILL
DR AS SCHED
ALUM FRAME
A1D
JAMB (HEAD SIM AT DR 123A)
& SHOTCRETE AT DR 123A
OMIT FURRED PARTITION
SHOTCRETE AT DR 123A)
FURRED PARTITION &
PER PTN TYPE (OMIT
A1B
JAMB (SIM AT DR 123A)
2ND & 3RD FLOORS)
CONC (EXST CONC AT
IN FULL BED OF SEALANT
ALUM THRESHOLD SET
AJ510
86 89
D E
S
IG
N B
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BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
IN FULL BED OF SEALANT
ALUM THRESHOLD SET
H O
N O
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W
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
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C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
E
P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
IO
N A
P P
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M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
HEAD - OUTSWING CASEMENT / SILL - FIXED RADIUS TRANSOM
8"6"4"2"0
ORIGINAL SILL HEIGHT BACKER ROD
SEALANT W/
CEM PLAS FIN
EXST CONC W/
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
SILL STARTER
CONC SILL
EXISTING
W D
W R
O H
A2C
JAMB - OUTSWING CASEMENT
A2F
JAMB - FIXED TRANSOM
A2G
HEAD - FIXED TRANSOM
SILL STARTER
BACKER ROD
SEALANT W/
/2
/8 S
H
IM
/2
/2
C A
S E
M E
N T
/2
/8 S
H
IM
/2
/8 S
H
IM
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
/2
BACKER ROD
SEALANT W/
ALUM FRAME
SILL BELOW
EXST CONC
BACKER ROD
SEALANT W/
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
ALUM SILL BELOW
/4
W D
W R
O H
6"
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
AIR BARRIER
AIR BARRIER
AIR BARRIER
AIR BARRIER
8"6"4"2"0
ORIGINAL SILL HEIGHT
W D
W R
O H
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
TAPE
CORNER REINF
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
SILL STARTER
ORIGINAL HEAD HEIGHT
W D
W R
O H
3"=1'-0" A4
WINDOW FRAME DETAIL
A4A
SILL - OUTSWING CASEMENT
A4C
JAMB - OUTSWING CASEMENT
A4D
HEAD - OUTSWING CASEMENT
/2
/8 S
H
IM
/2
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
SOFFIT
5/8" GYP BD
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
ALUM SILL BELOW
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
3 1/8 "
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
W D
W R
O H
6"
/2
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
AIR BARRIER
AIR BARRIER
AIR BARRIER
(EXST 8", 10", OR 12")
EXST CONC WALL
3"=1'-0" A2
CLERESTORY WINDOW FRAME DETAIL
SILL AS INDICATED
& PROVIDE CONC
SILL AS NECESSARY
REMOVE EXST CONC
A2A
SILL AT LINTEL - OUTSWING CASEMENT
R
V F
Y
C L E
R E
S T
O R
E Y W
IN
D
O W R
O H
E X
S T
C O
N C L
IN
T E
L
V F
Y
FRAME
ALUM
BELOW
ALUM SILL
W
IN
D O
W R
O W
C L E
R E
S T
O R
E Y W
IN
D
O W R
O H
ORIGINAL HEAD HEIGHT
E X
S T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
DT0800_08-51-13_002 DT0800_08-51-13_002
/4
/4
ORIGINAL
HEAD HEIGHT
R
V F
Y
/4
"R
V F
Y
NOTE:
BLAST WINDOW REINFORCEMENT,
ANCHOR TYPE AND SPACING
SHALL BE DETERMINED BY
WINDOW MANUFACTURE'S
ENGINEERING.
8"6"4"2"0 3"=1'-0"
A3
FIXED METAL WINDOW FRAME DETAIL
5 7/8 " 1 15/16 "
2 7/8 "
GLASS UNIT
INSUL
SEALANTSEALANT
T O F
IN
F
L
S C
H E
D S
IZ
E
HEAD (JAMB & SILL SIM)
PER PTN TYPE
AIR BARRIER
METAL FRAME
NOTE:
BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED
BY WINDOW MANUFACTURE'S ENGINEERING.
A2E
HORIZONTAL MULLION
A4B
VERTICAL MULLION - OUTSWING CASEMENT
A2B
VERTICAL MULLION - OUTSWING CASEMENT
C BLINDSL
MINI-BLIND
J1F ROOMS 246 AND 252.
CONDITION AT WDW
DASH LINE INDICATE
MINI-BLIND
C BLINDSL
C BLINDSL
AJ520
87 89
D E
S
IG
N B
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N C
H
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N G
IN
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IN
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AIR BARRIER
BACKER ROD
SEALANT W/
AIR BARRIER
AIR BARRIER
AIR BARRIER
BACKER ROD
SEALANT W/
AIR BARRIER
BACKER ROD
SEALANT W/
AIR BARRIER
BACKER ROD
SEALANT W/
AIR BARRIER
AIR BARRIER
AIR BARRIER
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
SEALANT
AIR BARRIER
SEALANT
H O
N O
L U
L U
H A
W
2 3
C
4 5
A
B of Engineers
US Army Corps
/9 /2
:2
:4
P
M D
A T
E T
IM
E
M O
D E
L N
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H E
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E
S O
L
IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
N N
O
SHEET OF
project documents within the scope of their employment as required by ER 1110-1-8152.
The initials or signatures and registration designations of individuals appear on these This project was designed by the Honolulu District of the U.S. Army Corps of Engineers.
of Engineers
US Army Corps
C K
D B
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
Y
D W
N B
Y
S U
B M
IT
T E
D B
Y
F
IL
E N
U M
B E
R
P L
O T D
A T
E
F
IL
E N
A M
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P L
O T S
C A
L E
S
IZ
E
M A
R K
D E
S C
R
IP
T
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N A
P P
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M A
R K
D A
T E
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NOTE 2
SHOTCRETE CONDITION - SEE
CROSSHATCH LINES INDICATE
NOTE 2
BOARD ON METAL STUD - SEE
HATCH LINES INDICATE GYPSUM
0:0.00000
8"6"4"2"0
ORIGINAL SILL HEIGHT
W D
W R
O H
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
AIR BARRIER
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
/8 S
H
IM
1 3/8 "2 1/4 "3"
SILL STARTER
CUT & GRIND SMOOTH
ORIGINAL HEAD HEIGHT
T R
A N
S O
M
R A
N S
O M
ORIGINAL HEAD HEIGHT
W D
W R
O H
3"=1'-0" A2
WINDOW FRAME DETAIL
A2A
SILL - INSWING CASEMENT
A2C
JAMB - INSWING CASEMENT
A2D
HEAD - INSWING CASEMENT
A2F
JAMB - FIXED TRANSOM
A2G
HEAD - FIXED TRANSOM
0:0.00000
8"6"4"2"0 3"=1'-0"
A4
MUNTIN DETAIL
/4
SILL STARTER
CUT & GRIND SMOOTH
BACKER ROD
SEALANT W/
/2
/8 S
H
IM
/2
° M
AX
INSWING
ALIGN W/ DOOR HEAD HEIGHT
/2
C A
S E
M E
N T
T R
A N
S O
M
/8
/8 S
H
IM
/2
/8 S
H
IM
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
5/8 "
ALUM SILL BELOW
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME 2
/2
L TRIM
BACKER ROD
SEALANT W/
BACKER ROD
SEALANT W/
ALUM FRAME
SILL BELOW
EXST CONC
ALUM FRAME
ALUM SILL BELOW
BACKER ROD
SEALANT W/
L TRIM
ALUM SILL BELOW
ALUM FRAME
SILL BELOW
EXST CONC
SOFFIT
5/8" GYP BD
SOFFIT
5/8" GYP BD
ALUM MUNTIN ALUM MUNTIN
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
WALL BEYOND
EXST CONC
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
AIR BARRIER
AIR BARRIER
AIR BARRIER
AIR BARRIER
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
6"
/8 S
H
IM
(E
X S
T H
E A
D H
E
IG
H T T
O E
X S
T F
IN
F
L L
IN
E
/4
/2
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
5/8 "
S
T F
L
N D
R D F
L
E X
S T S
IL
L H
E
IG
H T V
A R
IE
S
E X
S T H
E A
D H
E
IG
H T T
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X S
T F
IN
F
L L
IN
E
DT0800_08-51-13_001 DT0800_08-51-13_001
UNIT
INSUL GLAZING
ALUM PANEL
LAM GLAZING OR
0:0.00000
8"6"4"2"0
ORIGINAL SILL HEIGHT
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
SILL AS INDICATED
NECESSARY & PROVIDE CONC
REMOVE EXST CONC SILL AS
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
CONC SILL
EXISTING
IN
F
IL
L
WALL BEYOND
EXST CONC
BEYOND
GYP BD WALL
/2
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
S
T F
L
N D
R D F
L
E X
S T S
IL
L H
E
IG
H T V
A R
IE
S
/2
" BEYOND
GYP BD WALL
DOOR HEAD HEIGHT
IN
F
IL
L
A4A
SILL - INFILL
A4B
SILL - LOUVER
OR…
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