07_DwgsQuadD_04b-A_2of2.pdf
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Architectural Drawings 2 of 2
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FD
FD
FD
FD
FD
FD
E
6 7 8
D
MEN'S LATRINE &
SHOWER
CORR
301B
JAN
1' -6
2'
-6
2' -6
2'
-6
2' -6
1'
-6
11'-6 15/16" 16'-9"
'-0
1'-6"EQ EQ EQ EQ EQ1'-6"
16'-9"
'-0
2' -9
2'
-8
2' -8
2'
-8
2' -8
2'
-8
2' -9
5'-0"
'-1
0"
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
TTD TYP
TSCDTYP
WR
PTD
WR
PTD
WR
PTD
22 00 D.1
22 00 G.1
6' -0
29'-0"
'-9
/8
6'
-2
/8
6'-3"
17'-10" 11'-2"
6'-0"
MG-7
SDTYP
SC
TYP
TP
US
TP
SH
TYP
TYP
SH
O W
ER
C
O M
P A R
TM
EN
T S
9' -7
/8
SH
O W
ER
C
O M
P A R
TM
EN
T S
'-8
/8
/2
/2
10 1/2"
10 1/2"
SC
C1
B1
B1
05 50 D.1
(TYP 5)
B1
B1
C1C2
B1
C1B
B1B
C1
C1C1C1A
E1A
7 3/8" 5 1/4" 5 1/4"
COL & PTN
G1
G1
C1C1A
C1C1B
G1
B1A
B1A
B1A
B1A
B1
B2A
B2A
C3A
B1B2
E
16 17
C
D
MEN'S LATRINE &
SHOWER
2' -6
2'
-6
2' -6
2'
-6
2' -6
1'
-8
E1B
B1B
E1A
B1D
C1
B1B
1' -4
EQ
EQ
EQ
EQ
EQ
1' -4
'-9
2'
-7
22 00 D.1
2'-4"
'-1
2' -1
0" 2'
-9
2' -9
2'
-9
2' -9
2'
-9
2' -1
0"
1' -4
/4
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
EQ
5'-10" 6'-0"
B1
B1
20'-0"
10'-5" 9'-7"
22 00 G.1
TSCD
TTD
TYP
TYP
MG-7
3'-1 1/8" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
PTD
WR
PTD
WR
PTD
WR
5'-0"
SD
SC
TYP
SH TYP
TP
TYP
US
SC
7 SHOWER COMPARTMENTS, DET A4/A-540
21'-2 1/8"
TYP
05 50 D.1
(TYP 5)
B1B
(4'-0" LOW WALL)
B1B
3/
8"
/2
7 3/8" 5 1/4" 5 1/4" 10 1/2"
G1G1
G1
B1BB1A
B1
C1C2
B1A
B1A
G1G2
A
B
C
D
INT EL KEY
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
8:
: 1
AM
SC
HO
FI
EL
D
B A
RR
A C
KS
, H
AW
A I I
JU
LY
R
TA
Enter District
M
AM
H
KE
, M
KD
R
TN
A-403
H O
N O
LU
LU
D
IS
TR
IC
T
FT
. S H
A F
TE
R , H
AW
AI
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
R
TN
EN
LA
R G
ED
T
O
IL
ET
P
LA
N
S
F Y
P
KG
A -0
0 5 R
E P
AI
R B
U
IL
D
IN
G
9, Q
U A D
D
A -4
3/8" = 1'-0"A3
ENLARGED MENS LATRINE & SHOWER
PLAN WEST- THIRD FLOOR
3/8" = 1'-0"A1
ENLARGED MENS LATRINE & SHOWER
PLAN EAST - THIRD FLOOR
GENERAL SHEET NOTESSHEET KEYNOTES
1. REFER TO SHEET A-401 FOR GENERAL SHEET NOTES.IDEN # DESCRIPTION
05 50 D.1 LAVATORY SUPPORT, REFERENCE DETAIL A2/A-530
22 00 D.1 TWO COMPARTMENT STAINLESS STEEL UTILITY SINK, FLOOR MOUNTED
22 00 G.1 FLOOR MOUNTED SERVICE SINK
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AP
PR
4' -0
9' -0
WRWR
PTD PTD
PT-2
09 30 A.1
'-1
9' -0
4' -0
PT-2
09 30 A.1
WR3'
-1
1/
9' -0
PTD
09 30 A.1
9' -0
3' -1
1/
MG-4
GB-2
GB-1
'-1
TTDTSCD
PT-2
09 30 A.1
SDTYP
PL-2 ?SS-2
9' -0
PT-2
09 30 A.1
GB-1
GB-2
TTD
MG-2
WR
4' -0
9' -0
09 30 A.1
PTD
TSCD
SD
PL-2
?SS-2
WR
MG-2
4' -0
9' -0
PTD
PT-2
09 30 A.1
PL-2
SS-2
4' -0
9' -0
09 30 A.1
PT-2
SND TTD
TSCD
PTD
9' -0
WR 4'
-0
7' -0
"9' -0
PT-2
09 30 A.1
TP
MG-1
4' -0
7' -0
PT-2 PT-2
PTD
WR
PL-1
PT-2
09 30 A.1 PL-2SS-1
MG-1
TTD
7' -0
"9' -0
4' -0
5'
-0
PTD
WR
PL-1
PT-2PT-2
09 30 A.1
SH SD
PL-2SS-1
MG-5
09 30 A.1
9' -0
4' -0
SDTYP
PL-2 ?SS-2
PT-2
09 30 A.1
9' -0
4' -0
9' -0
4' -0
PT-2
09 30 A.1
MG-5
PL-2?SS-2
PT-2
09 30 A.1
9' -0
4' -0
PL-2
?SS-2
CT-3
CT-3
CT-3
CT-4
GMT-1
7' -0
?GMT-1
CT-3CT-4
CT-3
CT-3
?GMT-1
CT-3CT-4
OR GMT-2
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
/4
'-0
7/
/ 2
8:
: 4
AM
SC
HO
FI
EL
D
B A
RR
A C
KS
, H
AW
A I I
JU
LY
Enter District
M
AM
H
KE
, M
KD
R
TN
A-404
H O
N O
LU
LU
D
IS
TR
IC
T
FT
. S H
A F
TE
R , H
AW
AI
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
R
TN
IN
TE
R
IO
R E
LE
VA
TI
O
N S
F Y
P
KG
A -0
0 5 R
E P
AI
R B
U
IL
D
IN
G
9, Q
U A D
D
A -4
1/4" = 1'-0"A2 MENS TOILET RM114 (RM 148 SIM)
1/4" = 1'-0"A1 WOMEN'S TOILET RM 112 (RM 150 SIM)
1/4" = 1'-0"B1 COMMAND TOILET RM105 (RM157 SIM)
A B
C D
A B
C D
A B
C D
1/4" = 1'-0"B2 MENS TOILET RM258 (RM237 SIM)
A B
C D
GENERAL SHEET NOTES
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS,
SYMBOL LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND
GENERAL NOTES.
2. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH OR
TO CENTERLINES, UNLESS OTHERWISE NOTED.
3. REFER TO MECHANICAL DRAWINGS FOR PLUBMING FIXTURE
TYPES.
SHEET KEYNOTES
1/4" = 1'-0"B5
SHOWER WALL
TILE PATTERN
1/4" = 1'-0"A5
RESTROOM WALL
TILE PATTERN
IDEN # DESCRIPTION
09 30 A.1 CERAMIC TILE, REFERENCE DETAIL A5/A-404 FOR RESTROOM WALL TILE
PATTERN AND DETAIL B5/A-404 FOR SHOWER WALL TILE PATTERN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
9'
PT-2
9' -0
PT-2MG-5
4' -0
09 30 A.1
SD TYP
PL-2?SS-2
'-1
9' -0
PT-2
4' -0
09 30 A.1
'-1
9' -0
4' -0
PT-2
MG-5
09 30 A.1
9' -0
4' -0
MG-6 PT-2
09 30 A.1PL-2?SS-2
9' -0
09 30 A.1
G1
(FOREGROUND)
9' -0
'-1
4' -0
PT-2
MG-6
09 30 A.1
2'-0" 3'-6"
PTDPTD
WRWR
TYP SC
'-1
9' -0
PT-2
MG-6
4' -0
09 30 A.1
PL-2
4' -0
9' -0
PT-2
PT-2
09 30 A.1
9' -0
4' -0
9' -0
OPENOPEN
7' -0
PT-2PT-2 ?PT-2
09 30 A.1 09 30 A.1
PL-2?SS-2
9' -0
1'-0" 2'-0"
4' -0
WR WR
PTD
PT-2PT-2
PTD
09 30 A.1 09 30 A.1
'-1
9' -0
4' -0
MG-6PTD
WR
PT-2
09 30 A.1
SD TYP
PTD
WR
4' -0
9' -0
MG-2
PT-2
09 30 A.1
SDTYP
PL-2
SS-2
9' -0
4' -0
PT-2
09 30 A.1
9' -0
OPEN
TO
SHOWER
OPEN
TO
SHOWERPTD
WR4'
-0
PT-2
09 30 A.1
1'-7"
PTD
WR
MG-2
4' -0
9' -0
PT-2
09 30 A.1
PL-2
9' -0
PT-2PT-2
09 30 A.109 30 A.1
PT-2
SB
'-1
4'
-0
7' -0
PT-2PT-2
09 30 A.1
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
/4
'-0
7/
/ 2
8:
: 0
AM
SC
HO
FI
EL
D
B A
RR
A C
KS
, H
AW
A I I
JU
LY
Enter District
M
AM
H
KE
, M
KD
R
TN
A-405
H O
N O
LU
LU
D
IS
TR
IC
T
FT
. S H
A F
TE
R , H
AW
AI
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
R
TN
IN
TE
R
IO
R E
LE
VA
TI
O
N S
F Y
P
KG
A -0
0 5 R
E P
AI
R B
U
IL
D
IN
G
9, Q
U A D
D
A -4
1/4" = 1'-0"A1 WOMENS TOILET RM256 (SIM RM235)
1/4" = 1'-0"A2 WOMENS LATRINE AND SHOWER RM243
1/4" = 1'-0"B1 MENS LATRINE AND SHOWER RM248
1/4" = 1'-0"D1 WOMENS TOILET RM322
A
D ( (TOWARDS DRESSING.SHOWER.LAUNDRY)C D
A B
C D
A B
C D
A B C D
GENERAL SHEET NOTES
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS,
SYMBOL LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND
GENERAL NOTES.
2. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH OR
TO CENTERLINES, UNLESS OTHERWISE NOTED.
3. REFER TO MECHANICAL DRAWINGS FOR PLUBMING FIXTURE
TYPES.
SHEET KEYNOTES
B B (TOWARDS DRESSING.SHOWER.LAUNDRY)
IDEN # DESCRIPTION
09 30 A.1 CERAMIC TILE, REFERENCE DETAIL A5/A-404 FOR RESTROOM WALL TILE
PATTERN AND DETAIL B5/A-404 FOR SHOWER WALL TILE PATTERN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
9'
4' -0
PT-2 PT-2MG-7
09 30 A.1
SD TYP
PL-2?SS-2
9' -0
'-1
PT-2
PT-2
MG-7
4' -0
09 30 A.1PL-2?SS-2
9' -0
PT-2
09 30 A.1
'-1
9' -0
1'-10" 1'-10" 1'-4"
4' -0
PT-2
PTD PTD PTD
WR WR WR
MG-7
09 30 A.1
9' -0
4' -0
PT-2
09 30 A.109 30 A.1
SC TYP
'-1
9' -0
4' -0
4' -0
1'-0" 2'-0" 2'-0"
7' -0
PTD PTD PTD
WR WR WR
PT-2
09 30 A.1 09 30 A.1
8' -6
9' -0
PTDPT-2
09 30 A.1
4' -0
WR
'-1
4' -0
4' -0
MG-7
09 30 A.1
9' -0
7' -0
SD TYP
PL-2 ?SS-2
7' -0
" 8' -6
9' -0
09 30 A.1
PT-2
'-1
4' -0
9' -0
7' -0
PT-2
09 30 A.1
PT-2
'-1
4' -0
09 30 A.1
SC
4' -0
9' -0
PT-2
09 30 A.1
SC TYP
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
/4
'-0
7/
/ 2
8:
: 3
AM
SC
HO
FI
EL
D
B A
RR
A C
KS
, H
AW
A I I
JU
LY
Enter District
M
AM
H
KE
, M
KD
R
TN
A-406
H O
N O
LU
LU
D
IS
TR
IC
T
FT
. S H
A F
TE
R , H
AW
AI
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
R
TN
IN
TE
R
IO
R E
LE
VA
TI
O
N S
F Y
P
KG
A -0
0 5 R
E P
AI
R B
U
IL
D
IN
G
9, Q
U A D
D
A -4
1/4" = 1'-0"A1 MENS LATRINE RM 316
1/4" = 1'-0"B1 MENS LATRINE RM 332
A B
C
D
A B
C D
GENERAL SHEET NOTES
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS,
SYMBOL LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND
GENERAL NOTES.
2. DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH OR
TO CENTERLINES, UNLESS OTHERWISE NOTED.
3. REFER TO MECHANICAL DRAWINGS FOR PLUBMING FIXTURE
TYPES.
SHEET KEYNOTES
D (TOWARDS DRESSING.SHOWER)
B (TOWARDS DRESSING.SHOWER)
D (TOWARDS TOILET.SHOWER)
B (TOWARDS URINAL.SHOWER)
IDEN # DESCRIPTION
09 30 A.1 CERAMIC TILE, REFERENCE DETAIL A5/A-404 FOR RESTROOM WALL TILE
PATTERN AND DETAIL B5/A-404 FOR SHOWER WALL TILE PATTERN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
2' -1
0"
6' -6
SD
3' -0
/8
1' -5
4' -1
0" 1'
-0
EQ EQ
4' -0
PER PLAN
TSCD
7' -1
OVERHEAD
BRACING
TTD SND
(PER PLAN)
9"
2' -0
2' -3
5' -7
PTD
WR
M
AX
2' -1
0"
TO
R
EF
LE
C
TI
VE
E
D G
E
3' -4
1'-5 7/8"
1'-0"
TSCD
GB-1 GB-2
1' -5
M
AX
2' -1
0"
M
AX
2' -1
0"
1' -6
1'-0"
GB-1 GB-2
SND
TTD
(PER PLAN)
1'-8"
1'-0"
3' -7
TSCTDSND
GB-1GB-2
M
AX
1' -5
PTD
WR
2' -3
M
AX
4' -3
4' -0
TP
5' -0
TP
5' -6
US
22 00 G.1 4' -0
SH
4' -0
6' -4
2' -5
C
LE
AR
3' -0
" M
AX
S
PO
U T
H
EI
G H
T
SHEET
IDENTIFICATION
1 2 3 4 5
D R
AW
N
B Y:
D
ES
I G N
B Y:
SB
M
T
BY
S
IZ
E :
FI
LE
N
A M
E:
IS
SU
E D
A
TE
C O
N
TR
AC
T
N O
S O
LI
C
IT
AT
IO
N
N O
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
C
KD
B Y:
US Army Corps of Engineers ®
" x
4"
D
C
B
A
FI
LE
N U
M
BE
R
P
LO
T
SC
A
LE
P
LO
T D
AT
E:
SHEET OF
A s in di ca te d
7/
/ 2
8:
: 5
AM
SC
HO
FI
EL
D
B A
RR
A C
KS
, H
AW
A I I
JU
LY
Enter District
M
AM
H
KE
, M
KD
R
TN
A-407
H O
N O
LU
LU
D
IS
TR
IC
T
FT
. S H
A F
TE
R , H
AW
AI
I
D
ES
IG
N
B R
AN
C
H
BU
IL
D
IN
G
FT
S
H
AF
TE
R
, H I 9
-5
R
TN
TO
IL
ET
F
IX
T U
R
ES
AC
C
ES
SO
R
IE
S
M O
U N
TI
N
G H
E I G
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1/2" = 1'-0"C1 TOILET FIXTURES & ACCESSORIES MOUNTING HEIGHTS
GENERAL SHEET NOTES
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS,
SYMBOL LEGENDS, ADDITIONAL DRAWINGS CONVENTIONS AND
GENERAL NOTES.
1/2" = 1'-0"A1 ADA TOILET FIXTURES & ACCESSORIES MOUNTING HEIGHTS
M
AR
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IP
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GENERAL SHEET NOTES
SHEET KEYNOTES
1. REFER TO SHEETS A-001 AND A-002 FOR ABBREVIATIONS,
GENERAL NOTES, SYMBOLS AND LEGENDS.
2. REFER TO SHEETS F-101 AND F-102 FOR RATED WALL
CONSTRUCTION AND SMOKE PARTITION LOCATIONS.
3. ALL PARTITION TYPES SHALL EXTEND TO THE UNDERSIDE OF
METAL ROOF DECK, CONCRETE SLAB, OR STRUCTURAL
BEAMS UNLESS OTHERWISE INDICATED.
4. PARTITION TYPES C1, C2, C2A, AND C3: PROVIDE METAL STUD
GUSSET 362S125-30 @ 16" OC HORIZONTAL AND 48" OC
VERTICAL (3 MINIMUM)
5. PROVIDE TELECOMMUNICATIONS EQUIPMENT
BACKBOARDS PER TELECOMMUNICATIONS DRAWINGS AND
SPECIFICATIONS.
6. UNLESS OTHERWISE NOTED, PARTITION STUD THICKNESS TO
BE DESIGNED AND BRACED TO ACHIEVE AN L/240 DEFLECTION
(FOR PARTITION ASSEMBLY) AS REQUIRED BY CODE.
7. PARTITIONS TO RECEIVE CERAMIC TILE FINISH, PARTITION
STUD THICKNESS TO BE DESIGNED AND BRACED TO ACHIEVE
AN L/360 DEFLECTION OR LESS (FOR PARTITION ASSEMBLY) AS
RECOMMENDED BY T.C.A.
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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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D W
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S U
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TYPE A2
FACE OF EXST CONC WALL
TYPE A3
FACE OF EXST CONC WALL
TYPE B1
TYPE B2
05 50 A.1
05 40 A.4A
09 29 B.509 29 B.1
TYPE A1
03 30 A.2 03 37 A.1
(8" THICK) (6" THICK)
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
TYPE B1A
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
09 30 C.1
TYPE B2A
05 50 A.1
05 40 A.4A
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
TYPE A3A
FACE OF EXST CONC WALL
(6" THICK)
TYPE B1B
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
09 29 B.1
05 40 A.4A
09 30 C.1
05 40 A.4
TYPE A3B
FACE OF EXST CONC WALL
05 40 A.3
09 30 C.1
03 37 A.1
(6" THICK)
TYPE C1 TYPE C2 (4'-0" WSCT - TYPICAL)
TYPE C2A (7'-0" WSCT - SHOWERS)
TYPE C3
09 29 B.2
05 40 A.3
05 40 A.3A
09 29 B.1
09 29 B.5
09 30 C.1
05 40 A.305 40 A.3A
09 29 B.109 30 C.1
05 40 A.3A
05 40 A.3
09 30 C.1
TYPE D1 TYPE D1A
TYPE D2
FACE OF EXST
WALL OR COL
FACE OF EXST
CONC COL
09 29 B.1
05 40 B.1
TYPE B1C
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
TYPE B1D
09 30 C.1
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
09 29 B.1
05 40 A.4A
09 29 B.1
05 40 A.4A
TYPE D1B
09 29 B.5
05 40 A.4A
FACE OF EXST
WALL OR COL
TYPE E1 TYPE E1A TYPE E1B
09 29 B.5
05 40 A.4A
05 50 A.1
05 40 A.3A
09 29 B.1
05 40 A.3
09 30 C.1
05 40 A.3A
09 29 B.2
FACE OF EXST
WALL OR COL
FACE OF EXST
WALL OR COL
FACE OF EXST
WALL OR COL
TYPE D3
FACE OF EXST
CONC COL
09 29 B.1
05 40 A.3
TYPE A1 (8" CONCRETE)
TYPE A1A (10" CONCRETE)
TYPE A1B (12" CONCRETE)
TYPE A1C (14" CONCRETE)
05 40 A.4A
09 29 B.109 29 B.1
03 37 A.1 03 37 A.1
09 29 B.1
05 40 A.3
09 29 B.5
05 50 A.1
05 40 A.3
TYPE B3
09 29 B.1
05 40 A.4A
09 29 B.2
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 45
TYPE B4
NON-RATED OR SMOKE PARTITION AS INDICATED
ON SHEETS F-101 AND F-102.
MINIMUM STC RATING: 50
09 29 B.1
05 40 A.4A
09 29 B.1
05 40 C.1
NOTE:
REFERENCE SHEET A-502 FOR TYPICAL PARTITION DETAILS.
TYPE F1 TYPE F2 TYPE F3 TYPE F4
05 40 A.4A
09 29 B.1
09 29 B.1
05 40 A.305 40 A.3A 03 30 A.2
07 24 A.1 07 24 A.1 07 24 A.1
(4'-0" WSCT)
(4'-0" WSCT)
(7'-0" WSCT)
(4'-0" WSCT)
(7'-0" WSCT - SHOWERS)
(4'-0" WSCT - TYPICAL)
(4'-0" WSCT)
(4'-0" WSCT)
(4'-0" WSCT)
3 1/8 "3 1/8 "3 1/8 "
TYPE G1
FACE OF EXST
WALL OR COL
09 30 C.2
10 1/2" (UON) 10 1/2" (UON) 10 1/2" (UON)
PER PLANPER PLAN PER PLAN
PER PLAN PER PLANPER PLAN
10 1/2" (UON)
1 1/2"=1'-0" A1
PARTITION TYPES
09 30 C.1 09 30 C.1
05 40 A.4
(4'-0" WSCT) (7'-0" WSCT)
(4'-0" WSCT)
09 29 B.2
(TYPE C1A)
TYPE C1A
TYPE C2B
05 50 A.1
(TYPE C2B)
09 29 B.2
(TYPE B1E)
TYPE B1E
TYPE C1B
(4'-0" WSCT AT
TYPE C1 &
7'-0" WSCT AT
TYPE C1B)
(4'-0" WSCT - TYPICAL)
(7'-0" WSCT - SHOWERS)TYPE G2
09 29 B.5
(TYPE C3A)
05 50 A.1
(TYPE C3A)
TYPE C3A
09 29 B.5
07 24 A.1
05 50 A.1
05 40 A.4A
IDEN # DESCRIPTION
03 30 A.2 CONCRETE WALL
03 37 A.1 SHOTCRETE WALL
05 40 A.3 METAL STUD, 250S125-30 @ 16" OC
05 40 A.3A METAL STUD, 250S125-30 @ 16" OC WITH 2" THICK SOUND ATTENUATION
BATT INSULATION
05 40 A.4A METAL STUD, 362S125-30 @ 16" OC WITH 31/2" THICK SOUND
ATTENUATION BATT INSULATION
05 40 B.1 7/8" METAL FURRING CHANNEL @ 16" OC
05 40 C.1 1/2" RESILIENT CHANNEL @ 16" OC
05 50 A.1
09 29 B.1 5/8" THICK GYPSUM BOARD
09 29 B.2 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD
09 29 B.5 5/8" THICK IMPACT RESISTANT GYPSUM BOARD
09 30 C.1 CERAMIC TILE WAINSCOT ON BACKER BOARD OVER VAPOR RETARDER
MEMBRANE WITH 5/8" GYPSUM BOARD ABOVE WAINSCOT. FOR CERAMIIC
TILE WAINSCOT TRANSITION TO GYPSUM BOARD, REFERENCE DETAIL
A2/A-503.
05 40 A.4 METAL STUD, 362S125-30 @ 16" OC
A-501 49 85
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EXTERIOR FINISH SYSTEM, PAINT IN ACCORDANCE WITH FINISH
SCHEDULE
07 24 A.1
FLATTENED 18 GAGE EXPANDED METAL MESH
09 30 C.2 THIN-SET CERAMIC TILE WAINSCOT ON EXISTING CONCRETE WALL OR
COLUMN
0 8"4" 1'-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
Y
IDENTIFICATION
SHEET
D E
S
IG
N E
D B
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D W
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S U
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GENERAL SHEET NOTES
SHEET KEYNOTES
(SHEET KEYNOTES APPLICABLE TO THIS SHEET ONLY)
A2/A-503
CARPET FLOOR.09 68 A1
RESILIENT BASE.09 65 A2
RESILIENT FLOOR.09 65 A1
AND EXTEND 4" AT CORNERS.
MEMBRANE MATERIAL, EXTEND 4" ABOVE CERAMIC TILE, LAP 4" AT ENDS 09 30 B2
SIM.TRANSITION TO GYPSUM BOARD SEE DETAIL
CONCRETE SLAB OR METAL DECK. FOR CERAMIC TILE WAINSCOT
5/8" GYPSUM BOARD ABOVE WAINSCOT TO UNDERSIDE OF EXISTING
CERAMIC TILE WAINSCOT ON 5/8" CEMENTITIOUS BACKER BOARD AND 09 30 B1
WATERPROOF MEMBRANE AT 2ND AND 3RD FLOORS.09 30 A5
THIN-SET CERAMIC TILE FLOOR.09 30 A4
MORTAR SETTING BED WITH WIRE FABRIC REINFORCING.09 30 A3
CERAMIC TILE COVE BASE.09 30 A2
CERAMIC TILE (FLOOR SLOPE TO DRAIN).09 30 A1
VERTICAL CONTROL JOINT WITH SEALANT.09 29 A2
"L" TRIM.09 29 A1
FINISH FLOOR AND BASE PER FINISH SCHEDULE.09 00 A2
PER PARTITON TYPE.09 00 A1
TRACK AND FLOOR, WALLS, AND ROOF DECK.
TWO ROWS CONTINUOUS ACOUSTICAL SEALANT BETWEEN METAL STUD 07 92 A2
(FLOORS, WALLS, AND ROOF DECK).
CONTINUOUS ACOUSTICAL SEALANT AT PERIMETER OF PARTITION 07 92 A1
FLUID APPLIED AIR BARRIER MEMBRANE07 26 A1
FLUTE ABOVE METAL STUD PARTITION.
CUT AND COMPRESS BATT INSULATION TO FILL EXISTING METAL DECK 07 21 A1
1/2" RESILIENT CHANNELS @ 24" ON CENTER.05 40 A5
ABOVE METAL STUD PARTITION.
FASTEN TO EXISTING METAL DECK 68 MILS (14 GAGE) METAL PLATE 05 40 A4
68 MILS (14 GAGE) VERTICAL SLIDE CLIP AT EACH STUD.05 40 A3
THICKNESS. TOP TRACK SHALL HAVE 2" FLANGES.
TOP AND BOTTOM TRACK SHALL MATCH METAL STUD SIZE AND MIL 05 40 A2
METAL STUDS AND BATT INSULATION PER PARTITION TYPE.05 40 A1
4" HIGH CONCRETE CURB x PARTITION TYPE.03 30 A2
CONCRETE FLOOR SLAB.03 30 A1
EXISTING RIGID INSULATION.E07 22 A1
EXISTING METAL DECK.E05 31 A1
EXISTING CONCRETE FLOOR SLAB.E03 30 A1
TYPES B2, B2A, C2B, D1A, AND F2
B1/A-504
A3/A-504, B3/A-504, AND D3/A-504
A2/A-541
AF601, AF602, AND AF603
.PENETRATIONS THROUGH PARTITION
SECURE WALL PENETRATION FOR DUCT REFERENCE DETAIL 8.
CONDUIT, AND DUCT PENETRATION DETAILS THROUGH SMOKE PARTITIONS.
FOR TYPICAL PIPE, REFERENCE DETAILS 7.
AND LATRINES.
FOR TYPICAL FLOOR DRAIN DETAIL AT TOILETS REFERENCE DETAIL 6.
GYPSUM CONTROL JOINTS DETAIL, THIS SHEET.
EQUALLY SPACE JOINTS ALONG ENTIRE PARTITION. REFER TO TYPICAL
LONG OR GREATER. IF MULTIPLE CONTROL JOINTS ARE REQUIRED, THEN
INSTALL GYPSUM BOARD CONTROL JOINT ON CONTINUOUS PARTITIONS OF 20' 5.
INSULATION) AROUND BOXES.
A MINIMUM OF 16" O.C. AND EXTEND INSULATION (IF PARTITION TYPE CONTAINS
OFFSET ALL ELECTRICAL BOXES LOCATED ON OPPOSITE SIDES OF PARTITION 4.
PARTITION ASSEMBLY) AS RECOMMENDED BY T.C.A.
BE DESIGNED AND BRACED TO ACHIEVE AN L/360 DEFLECTION OR LESS (FOR
PARTITIONS TO RECEIVE CERAMIC TILE FINISH, PARTITION STUD THICKNESS TO 3.
AS REQUIRED BY CODE.
AND BRACED TO ACHIEVE AN L/240 DEFLECTION (FOR PARTITION ASSEMBLY)
UNLESS OTHERWISE NOTED, PARTITION STUD THICKNESS TO BE DESIGNED 2.
.ROOM FINISH SCHEDULE ON SHEET
RECEIVE CERAMIC TILE FINISH. COORDINATE CERAMIC TILE LOCATION WITH
INSTALL 5/8" CEMENTITIOUS BACKER BOARD ON ALL WALLS SCHEDULED TO 1.
1/4" MAX
PARTITION CONTROL JOINT
A1R
PARTITION TERMINATION TO EXISTING METAL ROOF DECK
A1P
3"=1'-0" UON
A1
TYPICAL PARTITION DETAILS
PER PTN TYPE
PARTITION AT 1ST FLOOR
A1A
PARTITION AT 2ND AND 3RD FLOORS
A1E
PARTITION AT 2ND AND 3RD FLOORS
A1F
PARTITION AT 1ST FLOOR
A1B
CONCRETE DECK (WALL SIMILAR)
PARTITION TERMINATION TO EXISTING
A1N
B4
PARTITION AT 2ND AND 3RD FLOORS
A1G
PARTITION AT 1ST FLOOR
A1C
TO CONCRETE DECK OR WALL SIM
PARTITION TERMINATION
A1J
PARTITION TERMINATION TO METAL ROOF DECK
A1K
B4
B4
B4
TERMINATION AT LATRINES
LOW PARTITION
A1L
PER PTN TYPE PER PTN TYPE PER PTN TYPE
PER PTN TYPE
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50 85
A-502 8"6"4"2"0 8"6"4"2"0
PARTITION PARALLEL TO METAL DECK PARTITION PERPENDICULAR TO METAL DECK
(CONDITION SHOWN WITH RESILIENT CHANNEL)
PARTITION PARALLEL TO METAL DECK
(CONDITION SHOWN WITH RESILIENT CHANNEL)
NOTE:
1.FOR PARTITION DETAILS A1A THROUGH A1R, SEE ROOM FINISH SCHEDULE, SHEET AF601,
AF602, AND AF603, TO DETERMINE APPLICABLE FLOOR/BASE AND TERMINATION DETAILS.
2.FOR SUSPENDED ACOUSTICAL CEILING TILE DETAIL, SEE D1/A-503.
3.FOR SUSPENDED GYPSUM BOARD CEILING DETAIL, SEE D2/A-503.
ID#
09 65 A1
09 65 A2
09 68 A1
09 65 A2
09 00 A1 09 00 A1
09 00 A2
09 00 A2
07 92 A1 07 92 A1
07 92 A1 07 92 A1
09 30 B2
09 30 B2
09 30 B1
09 30 B1
09 30 A1
09 30 A2
09 30 A3
E03 30 A1
E03 30 A1
09 30 A1
09 30 A2
09 30 A3
E03 30 A1
09 29 A1 07 92 A1 07 92 A1
07 92 A1
09 29 A1
09 00 A109 29 A3
07 92 A1
09 00 A1
05 40 A3
05 40 A4E05 31 A1
07 21 A107 21 A1
05 40 A3
05 40 A4
03 30 A1 03 30 A1
05 40 A1
05 40 A2
05 40 A1
09 65 A2 09 65 A2
05 40 A1 09 00 A1 09 00 A1
05 40 A2
05 40 A1
09 68 A1
05 40 A2
05 40 A2
09 30 A5
09 65 A1
E07 22 A1
05 40 A1
05 40 A2
05 40 A1
05 40 A2
05 40 A1
05 40 A2
03 30 A2
03 30 A2
E05 31 A1
E07 22 A1
07 21 A1
09 65 A1
09 65 A2
07 92 A1
05 40 A1 09 00 A1
05 40 A2
05 40 A5
07 92 A2
09 68 A1
09 65 A2
09 00 A1
05 40 A2
05 40 A5
09 65 A1
09 65 A2
07 92 A1
05 40 A1
07 92 A2
07 92 A109 29 A1
07 92 A2
07 92 A1
07 92 A2
05 40 A3
05 40 A4
05 40 A1
E03 30 A1
05 40 A5 05 40 A5
09 00 A2
07 26 A1
07 26 A1
07 26 A1
05 40 A1
09 30 B1
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P la n s a n d S p e c s \C
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B
IM
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A rc h \D ra w in g s
F
IL
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D R
IV
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A B
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T S
A N
S I-
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S v .t b l c p w -w o rk \p o h -1 \j e c m f9 \d
\P
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D .p lt c fg
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IN
T E
D B
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U
S E
R
L A
S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
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IC
IT
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O N
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A C
T N
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IO
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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
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P L
O T D
A T
E
F
IL
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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
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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
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A T
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P P
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ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
DETAIL AT WALL
ISOMETRIC VIEW
CROSS TO MAIN RUNNER CONNECTION DETAIL
NTS
A3
SPLAY BRACING DETAIL
SUSPENDED CEILING SEISMIC
DT5001_09-22-00_001
6" MAX
NOT TO EXCEED 4'-0"
M
A X
M A X
DT5001_09-29-00_001
C L
G H
E
IG
H T
1 1/2"=1'-0" A4
SUSPENDED ACOUSTICAL CEILING TILE AT GYPSUM BOARD SOFFIT
O P
E N
IN
G H
E
IG
H T B
E Y
O N
D
1'-0"9"EXST WALL
DT5001_09-29-00_002
C L
G H
E
IG
H T
1 1/2"=1'-0" B4
SUSPENDED GYPSUM BOARD CEILING AT GYPSUM BOARD SOFFIT
1'-0"3"6"EXST WALL
O P
E N
IN
G H
E
IG
H T B
E Y
O N
D
DT5001_09-29-00_003
C L
G H
T
1 1/2"=1'-0" D4
CEILING DETAIL
TYPICAL GYPSUM BOARD
C L
G H
T
1 1/2"=1'-0" D5
CEILING TILE DETAIL
TYPICAL ACOUSTICAL
DT5001_09-51-00_001
W S
C T H
G T
3"=1'-0" A2
WAINSCOT TRANSITION DETAIL
CERAMIC TILE
DT5001_09-30-00_001
PER PTN TYPE
4"
ACCESS PANEL SIZE
DT5001_08-31-16_0021 1/2"=1'-0"
D3
AT GYPSUM BOARD CEILING
CEILING ACCESS PANEL
ANCHOR AS
RECOMMENDED BY
MANUFACTURER
METAL STUD PER
PARTITION TYPE
CERAMIC TILE WAINSCOT ON
5/8" CEMENTITIOUS BOARD
ACCESS PANEL SIZE1" 1"
FRAME OPENING
1 1/2"=1'-0" A1
WALL ACCESS PANEL
DT5001_08-31-16_003
FLUSH GALVANIZED
STEEL ACCESS PANEL
3'-4" x 2'-4" VERIFY
DT0760_07-60-00_0071 1/2"=1'-0"
B2
FLUE COVER DETAIL
T O F
IN
F
L
3" MAX
A-503
C1A
A-503
C1C
FEC NOTES:
1. MINIMUN CABINET DIMENSIONS
SHALL BE 27"H X12"W X8"D.
2. CABINET MATERIAL SHALL BE
STAINLESS STEEL WITH SATIN
FINISH. CABINET DOORS SHALL
BE FULL CLEAR TEMPERED GLASS.
3. PROVIDE SEMI-RECESSED FIRE
EXTINGUISHER CABINETS.
4. PROVIDE FEC W/ BRACKETS ONLY.
FIRE EXTINGUISHERS WILL BE
FURNISHED BY DPW.
M A
X
FEC
STUD @ 16" OC
6" METAL
5/8" GYP BD
ROUGH OPG
MINIMUM
INDICATE
DASH LINE
EXST COL
"=1'-0"2
C1
FIRE EXTINGUISHER CABINET DETAIL
SEMI-RECESSED
ELEVATION
C1A
PLAN
C1B
SECTION
C1C
11"3"
2"
R
V R
F Y
/4
SC
B1
HANDRAIL DETAIL
A-503 51 85
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U S A
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Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
H A
W A
II
H O
N O
L U
L U D
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T R
IC
K A
G A
W A
R O
N A
L D T
A N
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J E
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M F
NOTES:
1. SPLICES & INTERSECTIONS OF RUNNERS SHALL BE ATTACHED W/
MECH. INTERLOCKING CONNECTORS SUCH AS POP RIVETS, SREWS,
PINS, PLATES WITH BENT TABS, OR OTHER APPROVED CONNECTORS.
DESIGN CONNECTORS FOR 2X DESIGN LOAD OR ULTIMATE AXIAL
TENSION OR COMPRESSION (MIN. 120#)
2. APPLICABLE FOR SUSPENDED ACT IN AREAS LARGER THAN 144 SF
SURROUNDED BY WALLS THAT CONNECT DIRECTLY TO THE
STRUCTURE ABOVE PER ASTM E580.
SPLAY BRACE
WIRE
CROSS
RUNNER
ACOUSTICAL C.T.
MAIN RUNNER
CONT HORIZ STRUT TO
PREVENT SPREADING
OF RUNNERS
WALL
TRIM
FACE OF
WALL
HANGER
WIRE
MAIN
RUNNER
CROSS
RUNNER
SEISMIC
LOCKING PIN
MAIN
RUNNER
CROSS
RUNNER
8" Ø MINIMUM
VERTICAL HANGER
WIRE @ 4'-0"
3 TURNS
MINIMUM
WITHIN 3"
(TYPICAL)
SPLICE
45° SPLAY WIRE (1/8" Ø
MINIMUM) BRACING IN
VERTICAL PLANES
THROUGH MAIN AND
CROSS BRACING.
SPLAY WIRE BRACING
@ 12'-0" O.C. IN BOTH
DIRECTIONS ALL WIRES
ATTACHED TO MAIN
RUNNER - 4 WIRES.
2" M
AX
T Y
P
T Y P
ACOUSTICAL CEILING TILE
WALL ANGLE
EXPOSED CEILING GRID
CEILING
SUSPENSION
SYSTEM
SHOTCRETE
SOFFIT
5/8" GYP BD
@ 48"
DIAGONAL BRACE
3 5/8" METAL STUD
STUDS @ 24"
1 5/8" METAL
STUDS @ 24"
3 5/8" METAL
CONC WALL
EXISTING
CONC SLAB
EXISTING
BACKER BD
SEALANT W/
EDGE TRIM &
0 8"4" 1'-0"
SUSP 5/8" GYP BD CLG
@ 48"
DIAGONAL BRACE
3 5/8" METAL STUD
CORNER BEAD
STUDS @ 16"
1 5/8" METAL
BOARD
5/8" GYP
SHOTCRETE
STUDS @ 24"
3 5/8" METAL
CONC SLAB
EXISTING
CEILING
SUSPENSION
SYSTEM
0 8"4" 1'-0"
0 8"4" 1'-0"
WIRE HANGER
1 1/2" METAL CHANNEL
1 1/2" METAL CHANNEL @ 48" OC
7/8" FURRING CHANNEL @ 24" OC
1/2" GYP BD
METAL TRIM
SEALANT
FACE OF WALL
NOTE:
REFERENCE SUSPENDED
CEILING SEISMIC SPLAY
BRACING DETAIL A3/A-503
0 8"4" 1'-0"
GYP BD SURFACE
SEALANT
ACOUSTICAL CEILING TILE
WIRE HANGER
WALL MOLDING
MAIN RUNNER @ 24" OC
CROSS RUNNER @ 24" OC
NOTE:
REFERENCE SUSPENDED
CEILING SEISMIC SPLAY
BRACING DETAIL A3/A-503
MEMB MATL
CBB
CT WSCT
BULLNOSE CT
SURFACE
5/8" GYP BD
INSUL PER PTN TYPE
SEALANT
8"6"4"2"0
PARTITION TYPE
METAL STUD PER
0 8"4" 1'-0"
MET TRIM ON ALL
EDGES OF GYP BD
OPENING
8" MET FURRING
@ 24" OC
METAL FRAMES
DOOR CATCH PER GYP BD
MANUFACTURER
1 12" MET CHANNEL, 36" LONG
2 EACH AT OPENING
4"Ø BOLT @ 6" OC
1 12" CHANNEL
@ 24" OC
2 EA-2"x2" HINGE PER GWB
MANUFACTURER, WELD
TO METAL FRAMES
GYP BD CLG
ACCESS PANEL
GYP BD CLG
0 8"4" 1'-0"
RETARDER
VAPOR
COVER
16OZ COPPER
SEALANT
1/2" 12"
BACKER ROD
SEALANT W/
CLIP
CONT COPPER
3x8 W/ 3/4" SLOPE
NAILER OUT OF
TREATED WOOD
MIN & 4" FROM CORNERS
ANCHOR EMBED 3 1/2" @ 2 PER SIDE
3/8"Ø BOLT W/DROP-IN EXPANSION
0 8"4" 1'-0"
FLUE
EXST CONC
NON-RATED FEC
FEC
RAIL & POSTS
40 STEEL PIPE
1 1/4"Ø SCHED
B
2ND & 3RD FL
FIN FL LINE
EXST LANAI FLOOR
EXST WALL
FACE OF
NOTE:
PROVIDE 1 1/2" CLEAR SPACE
BETWEEN POST AND EXST WALL.
0 1'-0" 2'-0" 4'-0"
(SEE DEMO SHTS AD105
THROUGH AD108)
SPACE
INSTALL SEALANT IN REMAINING
GROUT UP TO 1/4" OF FLOOR &
PIPE POST, FILL W/ NON-SHRINK
INTO EXST CONC TO RECEIVE
DRILL 2 3/16" DIA x 4" DEEP HOLE
ALIGN POST W/EXST WALL
D03 30 A.5
PIPE HANDRAIL
SCHED 40 ALUM
1/14" Ø NOMINAL
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:2
A
M D
A T
E T
IM
E
M O
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L N
A M
E S
H E
E T p w \C
O E -P
O H
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S c h o fi e ld B a rr a c k s \P ro je c ts \2
P ro je c ts \1
S
B F
Y Q u a d D R e p a ir B ld g
S
B \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
A rc h \D ra w in g s
F
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P L
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D R
IV
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P E
N T
A B
L E
T S
A N
S I-
D
N C
S v .t b l 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
U
S E
R
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
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M A
R K
D E
S C
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T
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N A
P P
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M A
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D A
T E
D E
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ANSI D 22 x 34
-1
-5
R T
A J
U L
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1"
R
2 3/4 "
1/4 "R
1"
TO FACE OF WALL
6"
T O F
A C
E O
F W
A L L
8" Ø STL ROD
(HOT-DIPPED GALV)
FLOOR LINE
ANCHORS SHALL BE LOCATED AS
INDICATED ON THE FLOOR PLAN
SEE SHEETS AND .
ONE-HALF FULL SIZE
B2
FLOOR ANCHOR DETAIL
ARMS ROOM
T Y
P
IC
A L
F L
U S
H
LANDING 'B'
6'-0" (RM 141)
LANDING 'A'
4'-11" (TYPICAL)
3/8"=1'-0" A1
METAL LANDING
A1A
TYPICAL PLAN
BOLTED TO CHANNEL
ALUMINUM PLATE
3/8" CHECKERED
ML-1
3/4"=1'-0" A1B
SECTION
2'- 5/8 "
3'-0"
FIELD VERIFY
ALUM CHANNEL
HANDRAIL
ALUM PIPE
1 1/4" Ø SCHED 40
1'- 1/2 " 10 1/2 "
1ST, 2ND,
OR 3RD FL
EXST LANAI
BOLTED TO CHANNELS
ALUMINUM PLATE
3/8" CHECKERED
LANDING AT EACH LOCATION
VARIES - PROVIDE LEVEL
RUBBER FEET THICKNESS
HOLE W/ EPOXY (3" EMBEDMENT)
(4 SIDES) SET IN PRE-DRILLED
1/2" Ø SST EXP BT @ 24" OC MAX
V A
R
IE
S P
E R F
L O
O R
MINIMUM) - SEE NOTE 1
CHANNEL FRAME (4"
FIELD VERIFY ALUM
1.CHANNEL FRAME SIZE VARIES
PER FLOOR DUE TO HEIGHT
DIFFERENCE BETWEEN BLDG
FINISH FLOOR LINE AND LANAI
FLOOR.
MTL STUD PARTITION
WALL
CMU OR CONC
CONDUIT
PIPE OR
ACOUSTICAL SEALANT
NON-HARDENING
THAN OD OF PIPE OR CONDUIT
OPENING 1" TO 1 3/8" LARGER
ANNULAR SPACE
MINERAL WOOL IN
MECHANICAL DRAWINGS
HANGER OR MOUNT PER
4" LARGER THAN OD OF PIPE
20 GAGE STEEL COVER PLATE
3/16"x1 1/4" FENDER WASHERS
1/8" Ø TOGGLE BOLTS @ 6" OC W/
SEALANT
ANNULAR SPACE
MINERAL WOOL IN
FROM MTL STUD TRACK
FORM ANNULAR SPACE
WALL
CMU OR CONC
ACOUSTICAL SEALANT
NON-HARDENING
ANNULAR SPACE
MINERAL WOOL IN
THAN DUCT SIZE ON ALL SIDES
OPENING 1/2" TO 3/4" LARGER
MECHANICAL DRAWINGS
HANGER PER
STRAP OR ISOLATION
MECH DWGS
DUCT, SEE
DUCT
AROUND OPENING
SHT MTL SLEEVE
MECH DWGS
DUCT, SEE
DUCT
ACOUSTICAL SEALANT
NON-HARDENING
THAN DUCT SIZE ON ALL SIDES
OPENING 1/2" TO 3/4" LARGER
AROUND OPENING
MTL STUD SLEEVE
ANNULAR SPACE
MINERAL WOOL IN
MECHANICAL DRAWINGS
HANGER PER
STRAP OR ISOLATION
PARTITION
MTL STUD
SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
ALL SIDES
"L" TRIM ON
NTS
A3
PIPE PENETRATION THROUGH SMOKE PARTITION DETAIL
A3A
THROUGH METAL STUD PARTITION
A3B
THROUGH CMU OR CONCRETE (FLOOR SLAB SIMILAR)
NTS
B3
DUCT PENETRATION THROUGH SMOKE PARTITION DETAIL
B3A
THROUGH METAL STUD PARTITION
B3B
THROUGH CMU OR CONCRETE (FLOOR SLAB SIMILAR)
NTS
D3
PIPE / CONDUITS THROUGH CONCRETE FLOOR SEE PLUMBING, MECHANICAL, ELECTRICAL, AND
TELECOMMUNICATIONS DRAWINGS FOR
ADDITIONAL PENETRATION INFORMATION AND
DETAILS.
PIPE / CONDUITS
CONC SLAB
SEALANT
SEALANT
PER PARTITION TYPE
MECH DWGS
DUCT, SEE
LAP 4 SIDES
1" MINIMUM
1/4" TO 1/2" CLEARANCE
SLEEVE, 4 SIDES
MIN 14 GAGE
CMU OR CONC WALL
LAP 4 SIDES
1" MINIMUM
SLEEVE, 4 SIDES
MIN 14 GAGE
SEE MECH DWGS
INSUL WHERE OCCURS,
SEALANT ALL AROUND
SEALANT ALL AROUND
WALL ALL AROUND (NOTE 1)
SLEEVE AND SNUG TO
L3"x3"x1/4" WELD TO 14 GA
NESTED STUD, 4 SIDES
METAL STUD TRACK W/
WALL ALL AROUND (NOTE 1)
SLEEVE AND SNUG TO
L3"x3"x1/4" WELD TO 14 GA
AND SLEEVE ALL AROUND
L3"x3"x1/4" SNUG TO WALL
8" OC
TACKWELD TO SLEEVE @
BOLT, SCREW, RIVET, OR
1/4" TO 1/2" CLEARANCE
8" OC
TACKWELD TO SLEEVE @
BOLT, SCREW, RIVET, OR
MECH DWGS
DUCT, SEE
SEE MECH DWGS
INSUL WHERE OCCURS,
AROUND
WALL AND SLEEVE ALL
L3"x3"x1/4" SNUG TO
(NOTE 2)
SECURITY BARS
(NOTE 2)
SECURITY BARS
(NOTE 1)
14 GAGE SLEEVE
(NOTE 1)
14 GAGE SLEEVE
B1A
COND AT STUD PARTITION
B1B
COND AT CMU OR CONCRETE WALL
NTS
B1
PENETRATION DETAIL
SECURE WALL
1.ANGLE AND SLEEVE ASSEMBLY: CONTINUOUS FULL WELD AND GRIND
SMOOTH ALL CONNECTIONS.
2.SECURITY BARS: 1/2" Ø STEEL BARS 6" OC EACH WAY. FULL WELD TO 14
GAGE SLEEVE.
A-504
D E
S
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R A
N C
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H O
N O
L U
L U
N O
L U
L U E
N G
IN
E E
R D
IS
T R
IC
T
U S A
R M
Y C
O R
P S O
F E
N G
IN
E E
R S
F T S
H A
F T
E R
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
A N
S
M
T A
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
P
K G A -0
J E
C
M F
52 85
SIDE FRONT
TOP
NOTE:
A-103 A-104
0 2" 4"1"
0 2'-0" 4'-0" 6'-0"
1B1B
0 1'-0" 2'-0" 3'-0"
NOTE:
NOTE:
NOTE:
PLAN SECTION
ELEVATION SECTION
ELEVATION SECTION ELEVATION SECTION
ELEVATION SECTION
NOTE:
NOTES:
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:2
A
M D
A T
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L N
A M
E S
H E
E T p w \C
O E -P
O H
P W
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S c h o fi e ld B a rr a c k s \P ro je c ts \2
P ro je c ts \1
S
B F
Y Q u a d D R e p a ir B ld g
S
B \0
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IV
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IN
T E
D B
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U
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R
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S T S
A V
E D B
Y
IS
S
U E D
A T
E
S O
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IC
IT
C
O N
T R
A C
T N
O
L O
C A
T
IO
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
IL
E N
U M
B E
R
P L
O T D
A T
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F
IL
E N
A M
E
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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T
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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
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N D
A T
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P P
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ANSI D 22 x 34
-1
-5
R T
A J
U L
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A1A
THRESHOLD
A1C
MEETING STILES
A1G
TRANSOM HEAD
A1F
TRANSOM JAMB
A1E
DOOR HEAD
TRANSOM SILL
3"=1'-0" A1
DOOR AND TRANSOM FRAME DETAIL
IN
A
C T
IV
E D
R
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/2
/8 S
H
IM
/8
/2
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IN
A
C T
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C T
IV
E D
R A
C T
IV
E D
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IF
3 1/8 "
(REF STRL DWGS)
SHOTCRETE
(EXST 8", 10", OR 12")
EXST CONC WALL
T R
A N
S O
M H
E
IG
H T
/2
/8 S
H
IM
(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
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IG
H T
/2
/8 S
H
IM
T R
A N
S O
M W
ID
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T
A1K
LOUVER HEAD
A1J
LOUVER JAMB
A1H
DOOR HEAD
LOUVER SILL
(E
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T
IN
G R
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G H O
P E
N
IG
H T V
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IF
Y
T R
A N
S O
M H
E
IG
H T
/2
/8 S
H
IM
(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
T R
A N
S O
M W
ID
H
T
2 3/8 "2"1 5/8 "
1/4 "4 1/8 " 1/8 "
A1D
JAMB (HEAD SIM AT DR 123A)
A1B
JAMB (SIM AT DR 123A)
A-510 53 85
D E
S
IG
N B
R A
N C
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A
IL
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8"6"4"2"0
BACKER ROD
SEALANT W/
ALUM FRAME
AIR BARRIER
L TRIM
BACKER ROD
SEALANT W/
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 HEIGHTORIGINAL OPG WIDTH
SOFFIT
5/8" GYP BD
BEYOND
GYP BD WALL
BACKER ROD
SEALANT W/
ALUM FRAME
AIR BARRIER
STARTER BELOW
ALUM SILL
STARTER
ALUM SILL
DR AS SCHED
ALUM FRAME
AIR BARRIER
BACKER ROD
SEALANT W/
ALUM FRAME
WALL BEYOND
EXST CONC
L TRIM
BACKER ROD
SEALANT W/
ORIGINAL
HEAD HEIGHT
SOFFIT
5/8" GYP BD
BEYOND
GYP BD WALL
BACKER ROD
SEALANT W/
ALUM FRAME
AIR BARRIER
STARTER BELOW
ALUM SILL
DR AS SCHED
ALUM FRAME
SILL STARTER
& SHOTCRETE AT DR 123A
OMIT FURRED PARTITION
SHOTCRETE AT DR 123A)
FURRED PARTITION &
PER PTN TYPE (OMIT
2ND & 3RD FLOORS)
CONC (EXST CONC AT
IN FULL BED OF SEALANT
ALUM THRESHOLD SET
NOTE 2
SHOTCRETE CONDITION - SEE
CROSSHATCH LINES INDICATE
NOTE 2
BOARD ON METAL STUD - SEE
HATCH LINES INDICATE GYPSUM
NOTE:
1. BLAST WINDOW REINFORCEMENT, ANCHOR TYPE AND
SPACING SHALL BE DETERMINED BY WINDOW
MANUFACTURE'S ENGINEERING.
2. DASH LINES INDICATE CONDITION AT THE FOLLOWING
DOORS:
1ST FLOOR: 123C, 132C, 133C, 137C, 137D, AND 140C.
2ND FLOOR: 235B AND 264B.
3RD FLOOR: 329B.
3. PAINT WALLS PT-7 PRIOR TO INSTALLATION OF DOORS
INDICATED IN NOTE 2 ABOVE.
CONDITION AT DOOR 235B
DASH LINES INDICATE
JAMB
A4A
/8
/4
1/2 "
D R H
T D
R W
ID
T
H
HEAD
A4B
PTN TYPE
1/2 "
PER PTN TYPE
METAL DR JAMB
METAL DR HEAD
3"=1'-0" A4
METAL DOOR FRAME DETAIL
"16 151 "16
DOOR SEAL
DOOR SEAL
PER PTN TYPE
D R H
T
THRESHOLD
A5A
AS SCHEDULED
FINISH FLOORING
THRESHOLD
A5C
D R H
T
AS SCHEDULED
FINISH FLOORING
TRANSITION STRIP TS-1
AS SCHED
FIN FL
DOOR & TRANSITION STRIPCL
3"=1'-0" A5
THRESHOLD DETAIL
D R H
T
AS SCHEDULED
FINISH FLOORING
BOTTOM
AUTOMATIC DOOR
TO MATCH FIN FL THK
RESIL SPACER
ALUM THRSLD ON
THRESHOLD
A5B
THRESHOLD
A5E
THRESHOLD
A5D
/2
D R H
T D
R H
T
/4
/4
/2
/4
AS SCHED
CT FL
AS SCHED
CT FL
/4
/4
3/4 "
/4
/2
1 1/4 " 3/4 "
BEVEL EDGES 2:1 SLOPE
"x3" MARBLE THRSLD4
/2
BEVEL EDGES 2:1 SLOPE
1/2"x3" MARBLE THRSLD
/2
M A
X
CONC
AS SCHED
FIN FL
AS SCHED
FIN FL
AS SCHED
FIN FL
NEW OR EXST CONC
/2
3"=1'-0" C4
METAL DOOR FRAME DETAIL
D R W
ID
T
H
METAL DR JAMB
SEALANT
/8
/4
1/2 "
D R H
T
PTN TYPE
1/2 "
METAL DR HEAD
"16 151 "16
151 DOOR SEAL
PER PTN TYPE
HEAD
C4B
JAMB
C4A
(GYP BD ABOVE WSCT)
BACKER BOARD
" CEMENTITIOUS8
CT WSCT ON
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
DOOR AS SCHED
HINGE JAMB
WALL COND AT
INDICATE PERP
DASH LINE
PER PTN TYPE
HINGE JAMB
WALL COND AT
INDICATE PERP
DASH LINE
THRESHOLD
A5E
/2
D R H
T
/4
AS SCHED
CT FL 1
/4
/4
/4
/2
1 1/4 " 3/4 "
BEVEL EDGES 2:1 SLOPE
"x3" MARBLE THRSLD4
/2
AS SCHED
FIN FL
DOOR AS SCHED
EXST CONC
FLOOR FIN FL LINE
EXST 2ND & 3RD
A3B
JAMB
A3C
THRESHOLD
A3D
HEAD
NOT TO SCALE
A3
VAULT DOOR AND DAYGATE DET
A3A
PLAN
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:3
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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
Y
F
IL
E N
U M
B E
R
P L
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A T
E
F
IL
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A M
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P L
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C A
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S
IZ
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M A
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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
R T
A J
U L
Y
A-511 54 85
D E
S
IG
N B
R A
N C
H
H O
N O
L U
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N O
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L U E
N G
IN
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U S A
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IN
E E
R S
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F T
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H A
W A
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L U
L U D
IS
T R
IC
K A
G A
W A
R O
N A
L D T
A N
S
M
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L D B
A R
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W A
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B
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D
IN
G
Q U
A
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K G A -0
J E
C
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D O
O R D
E T
A
IL
S
DT0800_08-11-13_001
8"6"4"2"0 8"6"4"2"0
DT0800_08-11-13_001
DAYGATE
DAYGATE
DAYGATEVAULT
DOOR
VAULT
DOOR
HEAD
TRIM
VAULT
DOOR
NOTE:
1.VAULT DOOR SHALL BE CLASS 5 ARMORY SECURITY VAULTDOOR WITH
OPENING DAY GATE.
2.CLEAR OPENING SHALL BE 78" X 40" WITH GROUP 1, COMBINATION LOCK
ESCAPE DEVICE AND OPTICAL DEVICE.
3.DAYGATE SHALL BE KEYLOCK OUTSIDE THUMB LATCH RELEASE INSIDE AND
WITH CONTROLLED ACCESS WHEN VAULT DOOR IS OPEN.
4.DETAILS ARE BASE ON A SINGLE MANUFACTURER, THIS DOES NOT PRECLUDE
OTHER VAULT MANUFACTURER'S WITH DFFERING DETAILS THAT MEET THE
REQUIREMENT FOR A CLASS 5 VAULT DOOR AND DAY GATE.
DT0800_08-11-13_002A
FIN FL AS
SCHED
CONCRETE
FIN FL LINE
CONC
CONC WALL
DAYGATE
VAULT DOOR
CONC WALL
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:4
A
M D
A T
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IM
E
M O
D E
L N
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E S
H E
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IC
IT
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O N
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A C
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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
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P L
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A T
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F
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P L
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N D
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P P
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ANSI D 22 x 34
-1
-5
R T
A J
U L
Y
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
W D
W R
O H
A2C
JAMB - OUTSWING CASEMENT
A2F
JAMB - FIXED TRANSOM
A2G
HEAD - FIXED TRANSOM
/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
/2
/4
W D
W R
O H
6"
/8 S
H
IM
E Q
E Q
E Q
W D
W R
O W
W D
W R
O H
/8 S
H
IM
5/8 "3 1/2 "2 1/4 "
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
/4
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
(EXST 8", 10", OR 12")
EXST CONC WALL
3"=1'-0" A2
CLERESTORY WINDOW FRAME DETAIL
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
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
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
/4
R
V F
Y
/4
"R
V F
Y
3"=1'-0" A3
FIXED METAL WINDOW FRAME DETAIL
5 7/8 " 1 15/16 "
2 7/8 "
GLASS UNIT
INSUL
T O F
IN
F
L
S C
H E
D S
IZ
E
HEAD (JAMB & SILL SIM)
PER PTN TYPE
METAL FRAME
A2E
HORIZONTAL MULLION
A4B
VERTICAL MULLION - OUTSWING CASEMENT
A2B
VERTICAL MULLION - OUTSWING CASEMENT
AT WDW C2, WDW E1, & E1LAT WDW C1
3/8"=1'-0" A1D
ELEVATION
1"1" 1" 1"
4'-11" WDW ROW (VRFY) 4'-11" WDW ROW (VRFY)
W D
W R
O H
V R
F Y
W D
W R
O H
V R
F Y
CHANNEL FRAME
PERIMETER STEEL
EACH WAY
STEEL BARS
CHANNEL FRAME
PERIMETER STEEL
STEEL BARS EACH WAY
FASTENERSFASTENERS
BOLTS
EXP EXP BOLTS
COLLAR OPENING TO
ACCOMMODATE DUCT THROUGH
SECURITY BARS OUT OF 1/4"x1" FB WELD
TO HORIZONTAL AND VERTICAL BARS. SEE
MECHANICAL DRAWINGS FOR DUCT SIZES
AND ADDITIONAL INFORMATION.
A1A
SILL
W D
W R
O H
W D
W R
O W
W D
W R
O H
5 1/4 "NOTE 1
2"
C BLINDSL
(4 SIDES)
CHANNEL FRAME
2"x3/4"x1/4" STL
6" OC, EACH WAY
1/2" Ø STEEL BARS @
TO FRAME (3 MIN)
TACK WELD HEAD
3"=1'-0" (UON)
A1
SECURITY BARS
OCCURS
DUCT WHERE
A1B
HEAD
A1C
HEAD
OUTSIDE OF DUCT
& ALIGNED WITH SECURITY BARS
WELDED TO INSIDE FACE OF DUCT
SECURITY BARS WITHIN DUCT ARE
VERIFY THICKNESS
LAG BOLT FASTENER,
SPACER AT EACH
1 1/2" W x 3" L STEEL
1.VERIFY CLEARANCE REQUIREMENT FOR
WINDOW LOCKING HANDLE.
2.ALL SECURITY BAR JOINTS SHALL BE FULL
WELD AND GRIND SMOOTH.
SHT MTL BLANK-OFF
BIRD SCREEN
COLLAR
DUCT TO
TACK WELD
A-520 55 85
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W A
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W A
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D O
W D
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A
H O
F
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L D B
A R
R A
C K
S
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H A
W A
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P A
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B
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IL
D
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G
Q U
A
P
K G A -0
J E
C
M F
8"6"4"2"0
ORIGINAL SILL HEIGHT BACKER ROD
SEALANT W/
CEM PLAS FIN
EXST CONC W/
SILL STARTER
CONC SILL
EXISTING
SILL STARTER
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
ALUM FRAME
BACKER ROD
SEALANT W/
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
AIR BARRIER
AIR BARRIER
AIR BARRIER
AIR BARRIER
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
TAPE
CORNER REINF
SILL STARTER
ORIGINAL HEAD HEIGHT
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
AIR BARRIER
AIR BARRIER
AIR BARRIER
SILL AS INDICATED
& PROVIDE CONC
SILL AS NECESSARY
REMOVE EXST CONC
FRAME
ALUM
BELOW
ALUM SILL
ORIGINAL HEAD HEIGHT
DT0800_08-51-13_002 DT0800_08-51-13_002
ORIGINAL
HEAD HEIGHT
NOTE:
BLAST WINDOW REINFORCEMENT,
ANCHOR TYPE AND SPACING
SHALL BE DETERMINED BY
WINDOW MANUFACTURE'S
ENGINEERING.
8"6"4"2"0
SEALANTSEALANT
AIR BARRIER
NOTE:
BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED
BY WINDOW MANUFACTURE'S ENGINEERING.
HEAD - OUTSWING CASEMENT / SILL - FIXED RADIUSRANSOM
RM 316
AND L1L AT MEN'S SHOWER
CONDITION AT WDW L1F
DASH LINE INDICATE
NOTE E1
NOTE E1:
DET
ON ELEVATION, REF
SPACE AS SHOWN
BOLT FASTENERS,
1/4" Øx 4" LONG LAG
A1D/A-521
DET
ON ELEVATION, REF
& SPACE AS SHOWN
WASHER, EMBED 3"
RECESSED HEAD &
SHIELD W/
1/2" Ø BOLTS W/ EXP
A1D/A-521
(JAMB SIMILAR)
(JAMB SIMILAR)
NOTE:
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:5
A
M D
A T
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IM
E
M O
D E
L N
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H E
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S c h o fi e ld B a rr a c k s \P ro je c ts \2
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B F
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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
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
R T
A J
U L
Y
0:0.00000
W D
W R
O H
/8 S
H
IM
1 3/8 "2 1/4 "3"
T R
A N
S O
M
R A
N S
O M
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
3"=1'-0" A4
MUNTIN DETAIL
/4
/2
/8 S
H
IM
/2
° M
AX
/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
5/8 "
/2
/4
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
O E
X S
T F
IN
F
L L
IN
E
/2
/2
A1A
SILL - INFILL
A1B
SILL - TRANSOM
/2
/8 S
H
IM
/2
/8 S
H
IM
S C
H E
D H
E
IG
H T
A1C
JAMB - TRANSOM
A1D
HEAD - TRANSOM
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
S C
H E
D H
E
IG
H T
S C
H E
D W
ID
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1 1/2 "2 1/4 "3"
1 1/2 "2 1/4 "2 1/4 "
1 1/2 "2 1/4 "2 1/4 "
/8 S
H
IM
3"=1'-0" A1
WINDOW FRAME DETAIL
A4A
7/16" LAMINATED GLASS
MUNTIN
A4B
1" INSULATED GLASS UNIT
MUNTIN
A2B
VERTICAL MULLION - INSWING CASEMENT
2"
A2E
HORIZONTAL MULLION - FIXED TRANSOM SILL / INSWING CASEMENT HEAD
X
S T I
N F
IL
L E
X S
T I
N F
IL
L
E X
S T S
IL
L H
E
IG
H T
EXST CONC WALL
A-521 56 85
D E
S
IG
N B
R A
N C
H
H O
N O
L U
L U
N O
L U
L U E
N G
IN
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R D
IS
T R
IC
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H A
F T
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H A
W A
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L U
L U D
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IC
K A
G A
W A
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N A
L D T
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D O
W D
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L D B
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C K
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B
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G
Q U
A
P
K G A -0
J E
C
M F
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
AIR BARRIER
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
SILL STARTER
CUT & GRIND SMOOTH
ORIGINAL HEAD HEIGHT ORIGINAL HEAD HEIGHT
8"6"4"2"0
SILL STARTER
CUT & GRIND SMOOTH
BACKER ROD
SEALANT W/
INSWING
ALIGN W/ DOOR HEAD HEIGHT
FILLER
ALUM
BACKER ROD
SEALANT W/
SILL BELOW
EXST CONC
ALUM SILL BELOW
ALUM FRAME
BACKER ROD
SEALANT W/
L TRIM
L TRIM
BACKER ROD
SEALANT W/
ALUM FRAME
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
DT0800_08-51-13_001 DT0800_08-51-13_001
8"6"4"2"0
ORIGINAL SILL HEIGHT
L TRIM
PER PTN TYPE
BACKER ROD
SEALANT W/
CEM PLAS FIN
EXST CONC W/
TAPE
CORNER REINF
BEYOND
GYP BD WALL
DOOR HEAD HEIGHT
ORIGINAL HEAD HEIGHT
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
SOFFIT
5/8" GYP BD
BELOW
GYP BD WALL
BEYOND
GYP BD WALL
WALL BEYOND
EXST CONC
AIR BARRIER
AIR BARRIER
ALUM FILLER
ALUM FILLER
FILLER
ALUM
AIR BARRIER
AIR BARRIER
SILL STARTER
STARTER BELOW
ALUM SILL
DT0800_08-51-13_001
UNIT
INSUL GLAZING
ALUM PANEL
LAM GLAZING OR
CONC SILL
CONT 2 #4 HORIZ 5/8" Ø HOLE x 4" DEEP
@ 12" OC EPOXY GROUT INTO
ALTERNATE #4 VERT DOWEL
NOTE 2
SHOTCRETE CONDITION - SEE
CROSSHATCH LINES INDICATE
NOTE 2
BOARD ON METAL STUD - SEE
HATCH LINES INDICATE GYPSUM
NOTE:
1. BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED
BY WINDOW MANUFACTURE'S ENGINEERING.
2. DASH LINES INDICATE CONDITION AT
WINDOWS J1F AND J1L.
3. PAINT WALLS PT-7 PRIOR TO INSTALLATION
OF WINDOWS INDICATED IN NOTE 2 ABOVE.
SILL STARTER
CUT & GRIND SMOOTH
AIR BARRIER
ORIGINAL CONC SILL
APPROX LOCATION OF
DASH LINE INDICATE
NOTE:
BLAST WINDOW REINFORCEMENT, ANCHOR
TYPE AND SPACING SHALL BE DETERMINED BY
WINDOW MANUFACTURE'S ENGINEERING.
PER PTN TYPE
ON METAL STUDS
EXST CEM PLAS
2 3
C
4 5
A
B of Engineers
US Army Corps
/2
/2
:2
:5
A
M D
A T
E T
IM
E
M O
D E
L N
A M
E S
H E
E T p w \C
O E -P
O H
P W
P F
T S .p o h .d s .u s a c e .a rm y .m il :c o e -p o h p w p ft s .p o h .d s .u s a c e .a rm y .m il \D o c u m e n ts \0
S c h o fi e ld B a rr a c k s \P ro je c ts \2
P ro je c ts \1
S
B F
Y Q u a d D R e p a ir B ld g
S
B \0
P re -A w a rd \0
E n g in e e ri n g D e s ig n \0
P la n s a n d S p e c s \C
A D
B
IM
\0
A rc h \D ra w in g s
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
T S
A N
S I-
D
N C
S v .t b l 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
U
S E
R
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
R T
A J
U L
Y
0:0.00000
3"=1'-0" A4
LOUVER DETAIL
A4A
SILL - INFILL
A4B
SILL - LOUVER
/2
/8 S
H
IM
/2
/8 S
H
IM
S C
H E
D H
E
IG
H T
A4C
JAMB - LOUVER
A4D
HEAD - LOUVER
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
S C
H E
D H
E
IG
H T
S C
H E
D W
ID
T
H
/4
/2
/8 S
H
IM
2 3/8 "2"1 5/8 "
1/4 "4 1/8 " 1/8 "
2 3/8 "2"1 5/8 "
2 3/8 "2" 3/4 "
/2
C A
S E
M E
N T
/4
/2
/8 S
H
IM
2 3/8 "2"1 5/8 "
1/4 "4 1/8 " 1/8 "
/2
C A
S E
M E
N T
/2
0:0.00000
3"=1'-0" A2
LOUVER DETAIL
0:0.00000
3"=1'-0" B2
LOUVER DETAIL
3"=1'-0" C2
LOUVER DETAIL
L O
U V
E R H
E
IG
H T
2 3/8 "2"1 5/8 "
1/4 "4 1/8 " 1/8 "
/4
/2
/8 S
H
IM
T R
A N
S O
M H
E
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