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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
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#5 VERT. AT 12" OC, TYP.
2-#6 CONT. CHORD BARS
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HEADER BAR
#6 CONT.
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WALL
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OR SILL BAR, TYP.
#6 HORIZ. HEADER
12" OC, TYP.
#5 HORIZ. AT
AROUND (E) PILASTER
6" THK. SHOTCRETE
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2-#6 CONT.
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#5 VERT. AT
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3-#6 CONT.
CHORD BARS
#5 HORIZ. AT
8" O.C., TYP.
#5 VERT. AT
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#6 HEADER
BAR, TYP.
#6 VERT.
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TYP.
#5 HORIZ. AT
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#5 VERT. AT
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INFILL (E) OPENING
IN CONC. WALL BEYOND
SEE
INFILL (E) OPENING
IN CONC. WALL BEYOND
SEE
D3
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NEW DOOR
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SEE NOTE
NEW MECH
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NOTE:
CUT NEW OPENING IN EXIST CONCRETE
WALL IN ACCORDANCE WITH B3/S-006.
NEW OPENING REQUIRE ADDITIONAL
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SHOTCRETE WALL AS SHOWN IN D1/S-004.
#5 VERT. AT 12" OC, TYP.
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OR SILL BAR, TYP.
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2-#6 CONT. CHORD
AB
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
THIRD FLOOR
25' - 2"
ROOF PL HT
41' - 6"
A B C D E
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
THIRD FLOOR
25' - 2"
ROOF PL HT
41' - 6"
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
ROOF PL HT
41' - 6"
THIRD FLOOR
25' - 2"
A B C D E
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
THIRD FLOOR
25' - 2"
ROOF PL HT
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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
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2-#6 CONT. CHORD BARS
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#6 VERT. JAMB BARS,
OR SILL BAR, TYP.
#6 HORIZ. HEADER
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#6 CONT. WALL BEYOND
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12" OC, TYP.
#5 VERT. AT
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#5 VERT. AT
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D3
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WALL AT ARMS VAULT,
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INFILL (E) OPENING
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NEW MECH
OPENINGS, TYP
SEE NOTE
NEW DOOR
OPENING, TYP
SEE NOTE
NOTE:
CUT NEW OPENING IN EXIST CONCRETE
WALL IN ACCORDANCE WITH B3/S-006.
NEW OPENING REQUIRE ADDITIONAL
REINFORCING REQUIREMENTS IN THE
SHOTCRETE WALL AS SHOWN IN D1/S-004.
#6 VERT. JAMB BARS
#6 HORIZ. HEADER
12" OC, TYP.
#5 VERT. AT
12" OC, TYP.
#5 HORIZ. AT
CHORD BARS
3-#6 CONT.
WALL
SHOTCRETE
T.O.
WF-2
TOP OF FOOTING
12" OC, TYP.
#5 HORIZ. AT
ABCDE
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
THIRD FLOOR
25' - 2"
ROOF PL HT
41' - 6"
ABCDE
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
THIRD FLOOR
25' - 2"
ROOF PL HT
41' - 6"
A B
ROOF PL HT
41' - 6"
THIRD FLOOR
25' - 2"
FIRST FLOOR
0' - 0"
SECOND FLOOR
12' - 7"
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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
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N E
D B
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D W
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S U
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WF-4 DETAIL
1/2"=1'-0"
A3
WF-5 DETAIL
1/2"=1'-0" A4
WF-5A DETAIL
1/2"=1'-0" C1
WF-1 DETAIL
1/2"=1'-0"
C3
WF-2 DETAIL
1/2"=1'-0" C4
WF-3 DETAIL
FIRST FLOOR
0' - 0"
(E) 10" THK. CONC.
WALL
(N) 6" OR 8" THK.
SHOTCRETE WALL
3-#5 CONT. TOP
2-#5 CONT. BOTT.
3-#5 CONT. TOP
AND BOTT.
#5 DOWELS AT 12" OC,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
#5 DOWELS X 3'-6"
LONG AT 12" OC,
EPOXY GROUTED
INTO 3/4" DIA. HOLES
#5 AT 12" O.C., E.W. TYP.
#5 X 4" DOWELS AT 2'-0"
O.C., EPOXY INTO 3/4" DIA. X
3" DEEP HOLES, TYP.
7"
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
CONT CONC EDGE
SEE ARCH
4" THK. BASALTIC
TERMITE BARRIER
EJ
15 MILS THK
VAPOR BARRIER
4'-0"
1'-3" 9"WALL FTG.
(E)2' - 0"
FIRST FLOOR
0' - 0"
(E) 10" THK. CONC.
WALL
(N) 6" THK.
SHOTCRETE WALL
3-#5 CONT. TOP
AND BOTT.
3-#5 CONT. TOP
AND BOTT.
#5 DOWELS AT 12" OC,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
#5 DOWELS X 4'-6" LONG
AT 12" OC, EPOXY GROUTED
INTO 3/4" DIA. HOLES
#5 X 4" DOWELS AT 2'-0"
O.C., EPOXY INTO 3/4" DIA. X
3" DEEP HOLES, TYP.
7"
#5 AT 12" O.C., E.W. TYP.
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
CONT CONC EDGE
SEE ARCH
4" THK. BASALTIC
TERMITE BARRIER
EJ
15 MILS THK
VAPOR BARRIER
5'-0"
1'-3"1'-9"
WALL FTG.
(E)2' - 0"
FIRST FLOOR
0' - 0"
(E) 10" THK. CONC.
WALL
4-#5 CONT. TOP
AND BOTT.
4-#5 CONT. TOP
AND BOTT.
#5 DOWELS AT 12" OC,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
#5 DOWELS X 4'-6" LONG
AT 12" OC, EPOXY GROUTED
INTO 3/4" DIA. HOLES
(N) 6" THK.
SHOTCRETE WALL
#5 X 4" DOWELS AT 2'-0"
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7"
#5 AT 12" O.C., E.W. TYP.
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
CONT CONC EDGE
SEE ARCH
4" THK. BASALTIC
TERMITE BARRIER
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15 MILS THK
VAPOR BARRIER
1'-9"2'-3"
6'-0"
WALL FTG.
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FIRST FLOOR
0' - 0"
(E) 12" THK. CONC.
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3-#6 CONT. BOTT.
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WATER BARRIER
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SEE ARCH
4" THK. BASALTIC
TERMITE BARRIER
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7'-0"
(E)5' - 0" WALL FTG. 9"1'-3"
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(E) 12" THK. CONC.
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5-#6 CONT. TOP
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5-#6 CONT. TOP
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AT 12" OC, EPOXY GROUTED
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(N) 6" THK.
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O.C., EPOXY INTO 3/4" DIA. X
3" DEEP HOLES, TYP.
7"
#5 AT 8" O.C.,
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4-#6 CONT.
4-#6 CONT.
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
4" THK. CAPILLARY
WATER BARRIER
4" THK. BASALTIC
TERMITE BARRIER
EJ
15 MILS THK
VAPOR BARRIER
8'-0"
(E)5' - 0" WALL FTG.1'-9" 1'-3"
FIRST FLOOR
0' - 0"
(E) 14" THK. CONC.
INFILL WALL
5-#6 CONT. TOP
3-#6 CONT. BOTT.
5-#6 CONT. TOP
#6 X 7'-6" LONG
AT 12" O.C.
3-#6 CONT. BOTT.
(N) 8" THK.
SHOTCRETE WALL
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O.C., EPOXY INTO 3/4" DIA. X
3" DEEP HOLES, TYP.
7"
#5 AT 8" O.C.,
E.W. TYP.
4-#6 CONT.
5-#4 CONT. BETWEEN
EXIST. FTGS.
3-#4 CONT. BETWEEN
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4-#6 CONT.
4" THK. BASALTIC
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4" THK. CAPILLARY
WATER BARRIER
4" THK. CAPILLARY
WATER BARRIER
4" THK. BASALTIC
TERMITE BARRIER
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VAPOR BARRIER
8'-0"
EPOXY GROUTED INTO 7/8"
INTO 7/8" DIA. HOLES
EPOXY GROUTED INTO 7/8"
INTO 7/8" DIA. HOLES
(SEE PLAN)
SLAB-ON-GRADE
CONC.
(SEE PLAN)
SLAB-ON-GRADE
CONC.
(SEE PLAN)
SLAB-ON-GRADE
CONC.
(SEE PLAN)
SLAB-ON-GRADE
CONC.
(SEE PLAN)
SLAB-ON-GRADE
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SLAB-ON-GRADE
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(SEE PLAN)
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IS
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U E D
A T
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S O
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IC
IT
C
O N
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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
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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
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M A
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D E
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P P
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M A
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D A
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ANSI D 22 x 34
-1
-5
S
E P
A
1/2"=1'-0" A1
F-2 SECTION
1"=1'-0"
A4
F-2 PLAN SECTION
(E) CONC. COLUMN
5" THK. SLAB-ON-GRADE
(E) CONC. PEDESTAL
TOP BARS
#5 DOWEL EPOXY GROUTED INTO
3/4" DIA X 6" DEEP HOLE, TYP.
BOTT BARS
#6 DOWEL EPOXY GROUTED INTO
7/8" DIA. X 8" DEEP HOLE, TYP.
ISOLATION JOINT,
SEE
2-#5 X 4" DOWELS
EA. FACE OF COLUMN,
EPOXY INTO 3/4" DIA. X 3"
DEEP HOLES, TYP.
7"
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
4-#4 CONT. BOTT.
#4 AT 9" OC,
BOTT., TYP.
8" THK. CONC. WALL
5" THK. CONC.
SLAB-ON-GRADE
ARMS VAULT
6" THK. CONC.
SLAB-ON GRADE
3/4" DEEP X 1 1/2"
WIDE KEY
#4 AT 9" EW, EF, TYP.
STAGGER REINF EACH
FACE AT 4 1/2"
#4 DOWEL, LOCATION
AND SPACING TO MATCH
WALL VERT. REINF.
E.J.
2'-6"
T Y
P
T Y
P
/2
W
IT
H B
O T
T
O F
E F
T G
V E
R
IF
Y
M A
T C
H
EQ. EQ.
EDGE OF (E) CONC.
PEDESTAL
EDGE OF (E) CONC.
FOOTING BELOW
EDGE OF (N) CONC.
FOOTING
EDGE OF (E) CONC.
COLUMN
3-#5 DOWELS EPOXY
GROUTED INTO 3/4" DIA X
6" DEEP HOLE (4 SIDES)
ISOLATION JOINT,
SEE
EDGE OF (E) CONC.
FOOTING BELOW
EDGE OF (N) CONC.
FOOTING
6-#6 DOWELS EPOXY
GROUTED INTO 7/8" DIA X
8" DEEP HOLE (4 SIDES)
EQ. 5'-0" EQ.
E Q
8"
E Q
5'-0"EQ.
E Q
E Q
EQ.
1"=1'-0" B4
F-2 PLAN SECTION
WALL FTG.
(E) 5' - 0"
#4 TIES @ 12" O.C.
"W
"L"
1/2"=1'-0" C3
F-1 & F3 PLAN TOP DETAIL
1/2"=1'-0" C4
F-1 & F3 SECTION
1/2"=1'-0" A3
F-1 & F3 PLAN BOTTOM DETAIL
"L"
"W
"W"
D3
FOOTING SCHEDULE
FOOTING SCHEDULE
FOOTING TYPE
FOOTING LENGTH FOOTING WIDTH
TOP BARS
F-1
F-2
8'-3"
5'-3"
8'-3"
5'-3"
3 #5
5 #6
2 #6
5 #6
L W
OF BARS
D3/SB502 FOR QUANTITY
SEE FOOTING SCHEDULE
TOP BARS (4 SIDES)
OF BARS
D3/SB502 FOR QUANTITY
SEE FOOTING SCHEDULE
BOTT BARS (4 SIDES)
BOTT BARS
8" MIN
FOOTING TYPE F-1
REINF SHOWN FOR
NOTE:
L A
P
#4 AT 9" OC,
BOTT., TYP.
5" THK. CONC.
SLAB-ON-GRADE
3/4" DEEP X 1 1/2"
WIDE KEY
#4 DOWEL, LOCATION
AND SPACING TO MATCH
WALL VERT. REINF.
6" THK. CONC. WALL
#4 AT 12" EW, CENTERED
VERTICALLY
E.J.
2'-6"
W
IT
H B
O T
T
O F
E F
T G
V E
R
IF
Y
M A
T C
H
BOTT.
4-#4 CONT.
CONDITION @ MECH ROOM
L A
P
F-3 9'-3" 9'-3" 4 #5 3 #6
CONDITION @ ARMS VAULT
1/2"=1'-0" C1
WF-6 DETAIL
HSS6x6x1/4 COLUMN
5" THK. SLAB-ON-GRADE
5-#6 E.W., TOP AND BOTT.
ISOLATION JOINT,
SEE
3/4" THK. NON-SHRINK
GROUT PAD
4" THK. BASALTIC
TERMITE BARRIER
4" THK. CAPILLARY
WATER BARRIER
#4 TIES AT 6" O.C.
2'-0" SQ. PEDESTAL
8-#8 VERT.
C.J., ROUGHEN CONTACT
SURFACE
CONC. FOOTING F-2
HSS6x6x1/4 COLUMN
4-3/4" DIA. ANCHOR
BOLT
1" THK. BASE PLATE
12"
4"
ISOLATION JOINT,
SEE
2'-0" SQ. CONC. PEDESTAL
"W
IT
H B
O T
T O
F
E F
T G
"V
E R
IF
Y
M A
T C
H
8"
5"
/2
/2
/2
/2 " 1 1/2 "
1'-0"
9" 1 1/2 "
2'-7 1/2 "
5'-3"
2'-2 1/2 "
5' - 3"SQ.
8" MIN
8-#8 VERT.
#4 STIRRUPS
AT 6" O.C.
.0
2'-0"
2' -0
FIRST FLOOR
0' - 0"
B1
S-008
FIRST FLOOR
0' - 0"
C4
SB502
B1
S-008
C4
SB502
FIRST FLOOR
0' - 0"
FIRST FLOOR
0' - 0"
B
B4
SB502
B1
S-008
A4
SB502
B
B1
S-008
B
S C
A L E
SB502
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IN
A G
A J
O N K P
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A U
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M M
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M D
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M O
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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
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
O T D
A T
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F
IL
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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IP
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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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IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
C1
SB501(N) CONC. FTG.
WF-1
(N) CONC. FTG.
EDGE OF (E) FTG.
EDGE OF (E) FTG.
6" THK. SHOTCRETE
WALL
(E) 10" THK.
CONC. WALL
(N) CONC. FTG. WF-1
EDGE OF (E) FTG.
EDGE OF (E) FTG.
6" THK. SHOTCRETE
WALL
(E) 10" THK.
CONC. WALL
2-#5 CONT.
3-#5 CONT.
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
(N) CONC. FTG.
(N) CONC. FTG.
EPOXY GROUT ENDS INTO
EXIST. FTG. IN 3/4" DIA. X 5"
DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
C1
SB501(N) CONC. FTG.
WF-1
(N) CONC. FTG.
EDGE OF (E) FTG.
EDGE OF (E) FTG.
6" THK. SHOTCRETE
WALL
(E) 10" THK.
CONC. WALL
(N) CONC. FTG. WF-1
EDGE OF (E) FTG.
EDGE OF (E) FTG.
6" THK. SHOTCRETE
WALL
(E) 10" THK.
CONC. WALL
3-#5 CONT.
3-#5 CONT.
#5 X 3'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. HOLES, TYP.
#5 X 3'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. HOLES, TYP.
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. X 5" DEEP HOLES, TYP.
(E) 10" THK. CONC. WALL
(N) CONC. FTG. WF-3
AND REINFORCING,
(N) CONC. FTG. WF-2
(N) CONC. FTG. WF-2
(N) CONC. FTG.
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA X 5" DEEP HOLES, TYP.
3-#5 CONT., TYP.
3-#5 CONT., TYP.
#5 CONT.
2-#5 CONT. BARS EPOXY
GROUTED INTO 7/8" DIA. X
5" DEEP HOLES, TYP.
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA X 5" DEEP HOLES, TYP.
2-#5 CONT. BARS EPOXY
GROUTED INTO 3/4" DIA. X
5" DEEP HOLES, TYP.
6" THK. SHOTCRETE
WALL
C3
SB501
(E) 10" THK. CONC. WALL
(N) CONC. FTG. WF-2
(N) CONC. FTG. WF-2
(N) CONC. FTG.
#5 X 4'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. HOLES, TYP.
3-#5 CONT., TYP.
3-#5 CONT., TYP.
3-#5 CONT.
#5 X 4'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. HOLES, TYP.
3-#5 CONT., TYP.
6" THK. SHOTCRETE
WALL
C3
SB501
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA X 5" DEEP HOLES, TYP.
(N) CONC. FTG. WF-3
AND REINFORCING,
1/4"=1'-0" A1
WF-2 PARTIAL PLAN - BOT
1/4"=1'-0"
A3
WF-2 PARTIAL PLAN - TOP
1/4"=1'-0" C1
WF-1 PARTIAL PLAN - TOP
1/4"=1'-0" D1
WF-1 PARTIAL PLAN - BOT
EXIST. FTG. IN 3/4" DIA. X 5"
WF-3, SEE C4/SB501
WF-3, SEE C4/SB501
SEE C4/SB501
WF-1, SEE C1/SB501
SEE C4/SB501
WF-1, SEE C1/SB501
WF-4, SEE A1/SB501
WF-5, SEE A3/SB501
(N) CONC. FTG.
WF-4, SEE A1/SB501
(N) CONC. FTG.
WF-5, SEE A3/SB501
R T S
H A
F T
E R
H I -5
S C
A L E
SB503
j3 e c a m u
U 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
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H A
W A
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L U
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L D B
A R
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C K
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P A
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IN
A G
A J
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D e fa u lt c p w -w o rk \p o h -1 \j e c a m u \d
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S T S
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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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B E
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P L
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A T
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F
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A M
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P L
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C A
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S
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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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D E
S C
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IP
T
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N D
A T
E A
P P
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ANSI D 22 x 34
-1
-5
S
E P
A
(N) CONC. FTG. WF-2 AND
REINFORCING, SEE
(N) CONC. FTG. WF-3
#5 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA X 5" DEEP HOLES, TYP.
(E) 10" THK. CONC. WALL
EDGE OF (E) FTG.
3-#5 CONT., TYP.
4-#5 CONT., TYP.
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
C4
SB501
6" THK. SHOTCRETE
WALL
EDGE OF (E) FTG.
(N) CONC. FTG. WF-3
#5 X 5'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 3/4"
DIA. HOLES, TYP.
(E) 10" THK. CONC. WALL
EDGE OF (E) FTG.
4-#5 CONT., TYP.
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
(N) CONC. FTG. WF-2 AND
REINFORCING, SEE
4-#6 CONT., TYP.
6" THK. SHOTCRETE
WALL
EDGE OF (E) FTG.
C4
SB501
EDGE OF (E) FTG.
(N) CONC. FTG
WF-4
2-#6 CONT. #6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
3-#6 CONT.
EDGE OF (E) PEDESTAL (E) 12" THK. CONC. WALL
6" THK. SHOTCRETE
WALL, TYP.
#7 DOWELS AT 12" O.C.,
EPOXY GROUTED INTO 1"
DIA. X 6" DEEP HOLES, TYP.
A1
SB501
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EDGE OF (E) FTG.
(N) CONC. FTG
WF-4
4-#6 CONT. #6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
4-#6 CONT.
EDGE OF (E) PEDESTAL
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
6" THK. SHOTCRETE
WALL, TYP.
A1
SB501
1'-0"
(E) 12" THK. CONC. WALL
2-#6
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EDGE OF (E) FTG.
(N) CONC. FTG
WF-4
4-#6 CONT.
4-#6 CONT.
EDGE OF (E) PEDESTAL
#6 X 6'-6" LONG AT 12" O.C.,
DIA. HOLES, TYP.
(E) 12" THK. CONC. WALL
6" THK. SHOTCRETE
WALL, TYP.
A1
SB501
3-#6
#6 X 6'-6" LONG AT 12" O.C.,
DIA. HOLES, TYP.
(N) CONC. FTG. WF-5 AND
REINFORCING, SEE
REINFORCING, SEE
(N) CONC. FTG. WF-5 AND
1/4"=1'-0" A1
WF-3 PARTIAL PLAN - BOT
1/4"=1'-0"
A2
WF-3 PARTIAL PLAN - TOP
1/4"=1'-0" A3
WF-4 PARTIAL PLAN - TOP
1/4"=1'-0" D3
WF-4 PARTIAL PLAN - BOT
1/4"=1'-0" B3
WF-4 PARTIAL PLAN - PEDESTAL
C1 C1
SB501
C2 C2
EPOXY GROUTED INTO 7/8"
EXIST. FTG. IN 7/8" DIA. X 6"
EXIST. FTG. IN 7/8" DIA. X 6"
A3
SEE
AND REINFORCING,
(N) CONC. FTG. WF-1
C1
SEE
AND REINFORCING,
(N) CONC. FTG. WF-1
C1
SEE
AND REINFORCING,
(N) CONC. FTG. WF-1
C1
A3
(N) CONC. FTG. WF-5 AND
REINFORCING, SEE A3
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
SB501
SB501 SB501
SB501
SB501
SB501
SB501
SB501
SB501
S C
A L E
SB504
j3 e c a m u
U S A
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P S O
F E
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D
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D e fa u lt c p w -w o rk \p o h -1 \j e c a m u \d
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N T
A B
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B W a n d
G ra y s c a le
P e n .t b l
C P ro g ra m D a ta \B e n tl e y \M ic ro
S ta ti o n V i (S
E L E
C T s e ri e s
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S p a c e \s ta n d a rd s \p lt c fg \P
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IN
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D B
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L A
S T S
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S O
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IT
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T R
A C
T N
O
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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
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B E
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P L
O T D
A T
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F
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C A
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D E
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N A
P P
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IO
N D
A T
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P P
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ANSI D 22 x 34
-1
-5
S
E P
A
(N) CONC. FTG.
F-1, SEE
C1
SB501
FTG. WF-6
(N) CONC.
C
TYP.
DIA. X 5" DEEP HOLES,
INTO EXIST. FTG. IN 5/8"
EPOXY GROUT ENDS
FTG. WF-6
(N) CONC.
C3
SB502
1/2"=1'-0" A4
WF-6 PARTIAL PLAN AT F-1
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
3-#6 CONT., TYP.
(N) CONC. FTG. WF-5
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
A3
SB501
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
3-#6 CONT., TYP.
(N) CONC. FTG. WF-5
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
A3
SB501
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 X 7'-6" LONG AT 12" O.C.,
DIA. HOLES, TYP.
5-#6 CONT., TYP.
(N) CONC. FTG. WF-5
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
A3
SB501
A1
SB501
C1
SB501
A1
SB501
C1
SB501
A1
SB501
C1
SB501
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUTED INTO 7/8"
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EXIST. FTG. IN 7/8" DIA. X 6"
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
C1
SB501
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
C1
SB501
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE A1
SB501
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE A1
SB501
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
C1
SB501
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE A1
SB501
1/4"=1'-0" B1
WALL FOOTING AT GRIDLINE 8 - BOT
1/4"=1'-0"
B2
WALL FOOTING AT GRIDLINE 8 - PEDESTAL
1/4"=1'-0" B4
WALL FOOTING AT GRIDLINE 8 - TOP
W F -5
W F -5
A W
F -5
W F -5
W F -5
A W
F -5
W F -5
W F -5
A W
F -5
S C
A L E
SB505
j3 e c a m u
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P S O
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IN
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N B
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32 61
F O
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B B B
2 3
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B of Engineers
US Army Corps
/1
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:3
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P
M D
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M O
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S O
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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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N D
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ANSI D 22 x 34
-1
-5
S
E P
A
W F -5
W F -5
A W
F -5
W F -5
W F -5
A
W F -5
W F -5
A W
F -5
W F -5
A W
F -5
W F -5
W F -5
A W
F -5
W F -5
A W
F -5
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 X 7'-6" LONG AT 12" O.C.,
DIA. HOLES, TYP.
5-#6 CONT., TYP.
(N) CONC. FTG. WF-5A
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
(N) CONC. FTG. WF-6
SEE
#7 X 7'-6" LONG AT 12" O.C.,
EPOXY GROUTED INTO 1"
DIA. HOLES, TYP.
#6 AT 12" O.C.
#6 AT 12" O.C.
5-#6 CONT., TYP.
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
4-#6 CONT., TYP.
(N) CONC. FTG. WF-5A
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
(N) CONC. FTG. WF-6
SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
#6 AT 12" O.C. BETWEEN
EXIST. PEDESTALS
#6 AT 12" O.C. BETWEEN
EXIST. PEDESTALS
3-#4 CONT. BETWEEN EXIST.
PEDESTALS. EPOXY GROUT
ENDS INTO EXIST. FTG. IN 5/8"
DIA. X 6" DEEP HOLES, TYP.
3-#4 CONT. BETWEEN EXIST.
PEDESTALS. EPOXY GROUT
ENDS INTO EXIST. FTG. IN 5/8"
DIA. X 6" DEEP HOLES, TYP.
4-#6 CONT., TYP.
(N) CONC. FTG. WF-4 AND
REINFORCING, SEE
(N) CONC. FTG. WF-1 AND
REINFORCING, SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
EPOXY GROUT ENDS INTO
DEEP HOLES, TYP.
3-#6 CONT., TYP.
(N) CONC. FTG. WF-5A
EDGE OF (E) CONC. FTG.
EDGE OF (E) CONC. PEDESTAL
(N) CONC. FTG. WF-6
SEE
#6 DOWELS AT 12" O.C.,
DIA. X 6" DEEP HOLES, TYP.
5-#4 CONT. BETWEEN EXIST.
FTGS. EPOXY GROUT ENDS
INTO EXIST. FTG. IN 5/8" DIA. X
6" DEEP HOLES, TYP.
5-#4 CONT. BETWEEN EXIST.
FTGS. EPOXY GROUT ENDS
INTO EXIST. FTG. IN 5/8" DIA. X
6" DEEP HOLES, TYP.
#6 AT 12" O.C. BETWEEN
EXIST. FTGS.
3-#6 CONT., TYP.
1/4"=1'-0" A1
WALL FOOTING AT GRIDLINE 16 - BOT
1/4"=1'-0"
A3
WALL FOOTING AT GRIDLINE 16 - TOP
1/4"=1'-0" A2
WALL FOOTING AT GRIDLINE 16 - PEDESTAL
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EXIST. FTG. IN 7/8" DIA. X 6"
EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EXIST. FTG. IN 7/8" DIA. X 6" EPOXY GROUTED INTO 7/8"
EPOXY GROUTED INTO 7/8"
EXIST. FTGS.
BETWEEN
#6 AT 12" O.C.
B
C
D
E
A1
SB501
C1
SB501
C1
SB502
A4
SB501
A3
SB501
SIM
B
C
D
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A1
SB501
C1
SB501
C1
SB502
A4
SB501
A3
SB501
SIM
B
C
D
E
A1
SB501
C1
SB501
C1
SB502
A4
SB501
A3
SB501
SIM
S C
A L E
SB506
j3 e c a m u
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N G
IN
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P A
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B
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H A
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D E
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N B
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33 61
U N
D A
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N D
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2 3
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4 5
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B of Engineers
US Army Corps
/1
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:3
:4
P
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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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F
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ANSI D 22 x 34
-1
-5
S
E P
A
(BELOW)
ARMS VAULT
CONC. WALL
(E) 12" THICK
CONC. WALL
(E) 10" THICK
CONC. WALL
(E) 14" THICK
(BELOW)
VAULT
ARMS
CONC SLAB
6" THICK
CONC SLAB
8" THICK
28'-6"29'-0"23'-6"
(BELOW)
ARMS VAULT
O .C T B
#5 @ 8" O.C. TOP
#5 @ 8" O.C. BOT
SLAB = +9.00
TOP OF CEILING
TYP
SEE DETAIL,
B4
SF501
C2
SF501
CONC. WALL
8" THICK
WALL
CONC.
8" THICK
WALL
CONC.
8" THICK
WALL
CONC.
8" THICK
SLAB = +9.17
TOP OF
/2
SF501
C1
SF501
A4
SIM
C1
#5 @ 12" O.C. AT MID-DEPTH
A T M
ID
-D
E P
T H
O .C
VESTIBULE
CONC. WALL
8" THICK
VESTIBULE
CONC. WALL
8" THICK
VESTIBULE
(BELOW)
ARMS VAULT
CONC. WALL
(E) 10" THICK
CONC. WALL
(E) 12" THICK
SLAB = +9.00
TOP OF
CONC SLAB
6" THICK
19'-6"19'-2"
TYP
SEE DETAIL,
B2
SF501
CONC. WALL
8" THICK
CONC. WALL
8" THICK
CONC. WALL
8" THICK
/2
SIM
#5 @ 6" O.C. AT MID-DEPTH
O .C
A T M
ID
-D
E P
T H
CONC. WALL
8" THICK
VESTIBULE VESTIBULE
14 15 16 17 18 19 20
C
B
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US Army Corps
/1
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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
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F
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ANSI D 22 x 34
-1
-5
S
E P
A
W14 X 30
W X
W X
W14 X 30
W14 X 30
W X
W14 X 30
W14 X 30
E Q
E Q
E Q
W14 X 30
W14 X 30
W X
W
X
E Q
E Q
W12 X 30
W12 X 30
C7
C7
C2
C2 C2 C2
C7
C12
C12
MECH
ROOM
C7
C2 C2
C7
C7 C7
C12
C12
B1
SF508
B2
SF508
SF508
B2
SF508
B3
SF508
B3
14'-2"2'- 1/2 "
6" THK. CONC WALL
W/ #4 AT 12" O.C., E.W.
CENTERED, TYP.
2-20 X 10" EXHAUST
1ST/2ND FLR PENE
W14 X 30
W X
W14 X 30
W X
TOP OF
SLAB = +9.00
ARMS VAULT
(BELOW)
SEE C1/SF401
C7
W X
W
X
W14 X 30
W14 X 30
E Q
E Q
W X
W14 X 30
W14 X 30
C2
C2
C12
C12
C12
C7 C7
C2
C2
B1
MECH
ROOM
C2
C7
W X
W
X
C7 C12 C7
C2
SF508
SF508
B3
B2
SF508
SF508
B3
SF508
B2
5'-6" 1'-9 1/2 "
6" THK. CONC WALL
W/ #4 AT 12" O.C., E.W.
CENTERED, TYP.
20 X 10" EXHAUST
1ST/2ND FLR PENE
W14 X 30
W14 X 30
W X
W X
W X
W14 X 30
W X
W14 X 30
W14 X 30
W14 X 30
E Q
E Q
W X
0 E Q
E Q
E Q
W X
W14 X 30
W14 X 30
W14 X 30
W14 X 30
W14 X 30
W14 X 30
W14 X 30
C7
C4
C2
C7
C7
C7
C7
C12
C1
W X
W
X
W
X
W X
W
X
C7
C7 C12
C12
C4 C3
C7
C2
C7
C12
C12
C12
C12
W X
C7
W X
D2
B3
D1
SF509
SF508
B3
C7
SF509
10'-4 1/2 "1'-9"
W12 X 30
W X
C5
W12 X 30
W12 X 30
E Q
E Q
E Q
'3
E Q
E Q
C1
C7
C1
C6
C7
C5
C2
C2
W14 X 30
W14 X 30
W14 X 30
W14 X 30
W14 X 30
W14 X 30
B1
C6 C7 C12
C12
C12
W X
W
X
W
X
C7
W X
D4
9'-11 1/2"
SEE SHEET SF103 FOR LEGEND
NOTE:
9'-11 1/2" CENTERED, TYP.
W/ #4 AT 12" O.C., E.W.
6" THK. CONC WALL
CENTERED, TYP.
W/ #4 AT 12" O.C., E.W.
6" THK. CONC WALL
j3 e c a m u
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H O
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18 19 204 5 6
D
C
D
C
181716
D
C
5 6 7
D
C
B
1/4"=1'-0" C1
PARTIAL 2ND FLOOR MECH ROOM FRAMING PLAN
1/4"=1'-0"
C3
PARTIAL 2ND FLOOR MECH ROOM FRAMING PLAN
1/4"=1'-0" A1
PARTIAL 3RD FLOOR MECH ROOM FRAMING PLAN
1/4"=1'-0"
A3
PARTIAL 3RD FLOOR MECH ROOM FRAMING PLAN
A N
S I
D
P A
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IA
L P
L A
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C H R
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M F
R A
M
IN
G P
L
S H
IN
A G
A J
O N K P
2 3
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4 5
A
B of Engineers
US Army Corps
/1
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T E
D B
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L A
S T S
A V
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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
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
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C K
D B
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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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IP
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P P
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M A
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D A
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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
S
E P
A
SECOND FLOOR
12' - 7"
8" THK. SHOTCRETE
ARMS VAULT WALL
6" OR 8" THK. CONCRETE
ARMS VAULT CEILING SLAB
(E) 7" THK. CONCRETE
FLOOR SLAB
48 BAR DIA. LAP
CEILING SLAB REINFORCING,
SEE PARTIAL PLANS FOR
SIZE AND SPACING
#4 AT 9" EW, EF, TYP.
STAGGER REINF EACH
FACE AT 4 1/2"
6" THK. CONCRETE ARMS
VAULT CEILING SLAB
CEILING SLAB REINFORCING,
SEE PARTIAL PLANS FOR
SIZE AND SPACING
#4 AT 9" EW, EF, TYP.
STAGGER REINF EACH
FACE AT 4 1/2"
#4 DOWELS, LOCATION
TO MATCH VERT. REINF.
8" THK. SHOTCRETE
ARMS VAULT WALL
SECOND FLOOR
12' - 7"
(E) 12" THK.
CONC. WALL
6" THK. SHOTCRETE WALL
(E) 14" THK.
CONC. WALL
#5 AT 8" O.C., EW
#5 DOWEL, SPACING
TO MATCH 6" SHOTCRETE
WALL VERT. REINF.
(E) 7" THK. CONC.
SLAB
8" THK. SHOTCRETE
ARMS VAULT WALL
6" THK. SHOTCRETE
SLAB
CEILING SLAB REINFORCING,
SEE PARTIAL PLANS FOR
SIZE AND SPACING
#4 DOWEL, EPOXY INTO
(E) SLAB WITH 3/4" DIA. X 3"
DEEP HOLES. LOCATION
TO MATCH ARMS VAULT
WALL VERT. REINF.
#5 DOWELS X 4"
AT 2'-0" O.C., EPOXY INTO
3/4" DIA. X 6" DEEP HOLES, TYP.
10"
3/4"=1'-0" C1
DETAIL AT TOP OF WALL
3/4"=1'-0" B1
DETAIL AT INTERIOR WALL
3/4"=1'-0" B4
DETAIL AT EXIST WALL
1 1/2"=1'-0" C2
DETAIL AROUND COLUMN
1 1/2"=1'-0" B2
WALL DETAIL AT COLUMN
TOPPING SLAB
EXIST
TOPPING SLAB
EXIST
L A
P
SECOND FLOOR
12' - 7"
6" THK. SHOTCRETE WALL
#5 DOWEL, SPACING TO
MATCH 6" SHOTCRETE
WALL VERT. REINF.
#4 DOWEL, EPOXY INTO
(E) SLAB WITH 3/4" DIA. X 3"
DEEP HOLES. LOCATION
TO MATCH ARMS VAULT
WALL VERT. REINF.
#5 AT 8" OR
12" O.C., E.W.
(E) CONC. WALL
(E) CONC.
LANAI SLAB
#5 DOWELS X 4"
AT 2'-0" O.C., EPOXY INTO
3/4" DIA. X 6" DEEP HOLES, TYP.
(N) STEEL BEAM
8" THK. SHOTCRETE
ARMS VAULT WALL
6" THK. SHOTCRETE SLAB
CEILING SLAB REINFORCING,
SEE PARTIAL PLANS FOR
SIZE AND SPACING
(E) CONC. WALL
4-#7 CONT. CHORD
BARS
#4 AT 9" EW, EF, TYP.
STAGGER REINF.
EACH FACE AT 4 1/2"
10"
#4 STIRRUP AT
9" O.C., TYP.
BUILT OUT BEAM AT TOP OF
SHOTCRETE WALL
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR COVER
SHOWN
SEE
3/4"=1'-0" A4
DETAIL AT GRIDLINE B
"L
A P
1 1/2 "
1 1/2" CLR.
SECOND FLOOR
12' - 7"
#4 DOWELS, EPOXY INTO
5/8" DIA. X 4" DEEP HOLES,
SPACING AND LOCATION TO
MATCH WALL VERT. REINF.
(E) CONC. SLAB
L
A P
L
A P
3/4"=1'-0" A3
DETAIL AT EXIST. SLAB
FOR REINFORCING
SEE C1/SB502
ARMS VAULT WALL,
(E) CONC. COLUMN
1/2" THK. JOINT FILLER
BETWEEN (E) COLUMN
AND (N) CONC. SLAB
ADDED REINFORCING
AT SLAB OPENING, SEE
DETAIL
(E) CONC. COLUMN
1/2" THK. JOINT FILLER
BETWEEN (E) COLUMN AND
(N) CONC. SLAB AND WALL
ADDED REINFORCING
AT SLAB OPENING, SEE
DETAIL
GRID LINE
GRID LINE
(N) CONC. ROOF CEILING
(N) CONC. CEILING SLAB
B
C
A3
S-009
C
A3
S-009
A U T
H
SF501
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D e fa u lt c p w -w o rk \p o h -1 \j e c a m u \d
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S O
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IT
C
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T R
A C
T N
O
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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
IL
E N
U M
B E
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P L
O T D
A T
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F
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P L
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C A
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M A
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M A
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ANSI D 22 x 34
-1
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NOTES:
1. DOWELS SHALL BE SPACED @ 1'-0" O.C.
MAX. @ ALL WALL PANEL EDGES
INCLUDING OPENINGS FOR DOORS AND
WINDOWS.
2. DOWELS SHALL BE SPACED @ 2'-0" O.C.
MAX. @ OTHER LOCATIONS.
USE CORNER DOWELS
AS WORKING POINTS
1'-0"
7"
#5 x 4"
DOWELS - EPOXY INTO
4 SPACES 6 SPACES4 SPACES6 SPACES
D1
TYPICAL DOWEL SPACING LAYOUT AT SHOTCRETE WALL
SCALE: 1/2"=1'-0"
CHORD REINFORCING NOTES:
1. 6 - #6 BARS ARE REQUIRED FOR CONTINUOUS DIAPHRAGM
CHORD REINFORCING ON THE SECOND AND THIRD FLOORS
ALONG GRID E.
2. 4-#7 BARS ARE REQUIRED FOR CONTINUOUS DIAPHRAGM CHORD
REINFORCING ON THE SECOND AND THIRD FLOOR ALONG GRID B.
3. SPLICES IN #5, #6 AND #7 BARS SHALL BE STAGGERED AT 4'-0" O.C., MIN.
NO TWO BARS MAY BE SPLICED WITHIN ANY 4'-0" SECTION.
ADDITIONALLY, ALL #5, #6 AND #7 BARS SHALL BE LAP SPLICED
IN ACCORDANCE WITH THE SPECIFICATIONS.
4. STEEL CONNECTOR PLATES FOR STEEL FLOOR BEAMS ARE NOT
SHOWN FOR CLARITY. ANCHOR BOLT PLACEMENT AND INSTALLATION
OF BENT PLATE GUIDES SHALL BE COORDINATED IN
ACCORDANCE WITH DETAIL A4/SF505.
A1
SHOTCRETE WALL
TYP. HEADER ON TRANSVERSE
SCALE: 3/4"=1'-0"
REINFORCEMENT
ELEVATIONS FOR TYPICAL WALL
SEE INDIVIDUAL WALL
NOTE:
OPENING WIDTH
2"
4"
BELOW SLAB (TYP.)
EXTEND DOWEL 2'-0" ABOVE &
OFFSET DOWEL FROM VERT. 2-1/2".
DOWEL TO MATCH VERT. IN SIZE.
2"
-1 /2
2"
ELEV
SEE WALL
JAMBS FULL HEIGHT
#6 VERT ADDED @
#6 SILL BAR
WALL VERT REINF.
SPACING TO MATCH
#5 STIRRUPS
BEYOND OPENING
EXTEND 2'-0"
#6 HEADER BAR
A U T
H
SF502
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D e fa u lt c p w -w o rk \p o h -1 \j e c a m u \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
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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C A
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M A
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D E
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D E
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ANSI D 22 x 34
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S
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MATCH HORIZ. REBAR
EXIST'G WALL
B B B E
WALL
SHOTCRETE
E
WALL
EXIST'G
CONC. WALL
EXSIT'G
WALL
SHOTCRETE
1 1/2 " CLR
6" MIN
3 1/2"
C1
SECTION
SCALE: 1/2"=1'-0" C2
SECTION
SCALE: 1/2"=1'-0" C3
SECTION
SCALE: 1/2"=1'-0" C4
SECTION
SCALE: 1/2"=1'-0"
A1
SECTION
SCALE: 1/2"=1'-0" A2
CONDITION
DET. @ EXISTING PILASTER
SCALE: 1/2"=1'-0" A3
CONDITION
DET. @ EXISTING PILASTER
SCALE: 1/2"=1'-0"
FOR TYP. REINF.
SEE WALL ELEV.
3 1/2 "
3 1/2 "
PLAN AT WALL PIERS
@ JAMBS
1- #6 VERT.
DEEP HOLES
#5 DOWEL x 4"
FOR THICKNESS
SEE WALL ELEVATION
2" CLR
M
IN
V E
R
IF
Y
SHOTCRETE SHEARWALL EXIST'G CONC. WALL
FOR THICKNESS
SEE WALL ELEVATIONS
7"
BELOW SLAB
LAP 2'-0" MIN. ABOVE &
FROM VERT. BARS
PROVIDE 2-1/2" OFFSET
MATCH VERT. BARS -
DOWEL THRU FLOOR TO
FROM VERT. BARS
PROVIDE 2-1/2" OFFSET
MATCH VERT. BARS -
DOWEL THRU FLOOR TO
EA. WAY
#5 @ 12"O.C.
7"
PROVIDE 3/4" MIN. CLR.
DET A3/SF503
LESS THAN 4", USE
THICKNESS WILL BE
WHERE SHOTCRETE
FOR CONDITIONS
@ PILASTER
3- #4 VERT. ADDED
#4x SPACED TO 2'-0"
2'-0"
REQUIREMENTS
ADDITIONAL
ON SHEET SF502 FOR
ELEVATION AND NOTES
2-#7 TOP & BOT - SEE
REQUIREMENTS
ADDITIONAL
ON SHEET SF502 FOR
ELEVATION AND NOTES
2-#7 TOP & BOT - SEE
REQUIREMENTS
ADDITIONAL
ON SHEET SF502 FOR
ELEVATION AND NOTES
2-#7 TOP & BOT - SEE
3- #6 CONT.
#6 CONT.
E Q
E Q
E Q
2- #6 CONT.
3- #6 CONT.
#6 CONT.
2- #6 CONT.
SLAB
EXST TOPPING
SLAB
EXST TOPPING
SLAB
EXST TOPPING
SLAB
EXST TOPPING
SLAB
EXST TOPPING
A4
PLAN SECTION
SCALE: 1/2"=1'-0"
CONCRETE WALL
DOWEL INTO (EXIST)
EPOXY GROUT
EXIST CONC. WALL
EXIST CONC. WALL
CHORD STEEL
#5 OR #6
ELEVATION
SEE WALL
VERT REINF B
A
R D
IA
WALL
6" THK SHOTCRETE
WALL
6" THK SHOTCRETE
CHORD STEEL
SPACING TO MATCH
DOWEL, SIZE AND
B
FOR TYP REINF
#5 SEE WALL ELEV
LOCATIONS
D1/SF502 FOR DOWEL
DEEP HOLES - SEE
#5 DOWEL x 4
FOR TYP REINF
SEE WALL ELEV
3" 3"
BEYOND OPEN'G
SILL - EXTEND 24"
#6 @
6"
M
IN
6"
LAP 2'-0" MIN.
BAR DIA
3" INTO SLAB (TYP.)
O.C. - EPOXY TOP
#5 HANGERS @ 1'-0"
3" INTO SLAB (TYP.)
O.C. - EPOXY TOP
#5 HANGERS @ 1'-0"
WALL BEYOND
SHOTCRETE
1'-0" O.C. TYP
#5 STIRRUP AT
#5 VERT
#5 VERT
A U T
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SF503
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M O
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D e fa u lt c p w -w o rk \p o h -1 \j e c a m u \d
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S O
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IC
IT
C
O N
T R
A C
T N
O
L O
C A
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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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P L
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C A
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S
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M A
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D E
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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
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S
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EXIST. CONC. SLAB
NEW LONGIT
STEEL BEAM
W14x BEAM
SEE A4/S-009
A1
SECTION
NOT TO SCALE
GRID GRID
JACKING POINTS
TYP. AT MIDSPAN
OF BEAM. SEE
DET. B3/SF504
CONC. SLAB
EXIST'G
AS OCCURS
SHOTCRETE WALL
REINFORCING
SHOTCRETE
CONC. SLAB
EXIST'G
REINFORCING
SHOTCRETE
CONC. SLAB
EXIST'G
TOPPING SLAB
EXIST'G THK
TOPPING SLAB
EXIST'G
SAWCUT SEE NOTE 5
D1
TYP. DETAIL @ SLAB EDGE
SCALE: 3/4"=1'-0"
SEE NOTE 1 & 2
CONCRETE BASE SLAB.
AND EXPOSE EXSIT'G
EXISTING TOPPING SLAB
DEMO PORTION OF
PATCHING OR POURING BACK WITH NEW TOPPING.
ADJACENT TO THE NEW WALL BY EITHER
5. RESTORE SURFACE OF EXISTING TOPPING
CONSTRUCT SHOTCRETE WALL.
4. INSTALL SHOTCRETE REINFORCING AND
MANUFACTURERS RECOMMENDATIONS.
AGENT SHALL BE APPLIED WITH
OF THE NEW CONCRETE. BONDING
SURFACE PRIOR TO PLACEMENT
APPLIED TO THE BASE SLAB
3. A LATEX BONDING AGENT SHALL BE
A MIN. OF 1/8" AMPLITUDE.
SURFACE SHALL BE ROUGHENED TO
2. IF BASE SLAB SURFACE IS SMOOTH,
EXPOSE BASE CONCRETE SLAB.
1. SAWCUT EXISTING TOPPING SLAB AND
NOTES:
SLAB SOFFIT
C BEAM
GROUT
THREADED HOLE IN
BEAM FLANGE
L
L
LC BOLT
3/4" DIA. JACKING BOLT
WITH 11 THREADS PER
INCH (STAGGER ON
OPPOSITE SIDE OF WEB
AS SHOWN ON PLAN)
B3
JACKING BOLT DETAIL
1-1/2"=1'-0"
SEQUENCE OF CONSTRUCTION
FOR NEW STEEL BEAMS
1 1/2 "
J A
C K
IN
G B
O L T S
T
IG
H T
E N
/2 P
R
IO
R T
O
NEW
LONGITUDINAL
STEEL
BEAM
P 3/8"x 3"x 0'-3"
1. ERECT NEW STEEL BEAMS AS INDICATED ON THE PLANS. PRIOR TO
ERECTION OF NEW BEAMS ENSURE THAT THERE IS 1/2" GAP B/W SLAB
SOFFIT AND TOP FLANGE OF BEAM AS SHOWN IN DETAIL.
2. JACKING PROCEDURE APPLICABLE ONLY FOR NEW LONGITUDINAL
STEEL BEAMS PARALLEL TO EXISTING CONCRETE BEAMS.
3. TIGHTEN ALL JACKING BOLTS SNUG UP TO 3/8" STEEL PLATES.
MEASURE GAP AT REFERENCE BOLTS.
4. AT JACKING POINT, TIGHTEN JACKING BOLTS NO MORE
THAN 1/2 TURN, ONE AT A TIME IN ROTATION. CONTINUE
TIGHTENING BOLTS UNTIL THE GAP AT BOTH REFERENCE
BOLTS HAVE INCREASED BY 3/16" FROM THE GAP MEASURED
AT THE SNUG POSITION.
5. GROUT THE GAP BETWEEN THE TOP OF BEAM FLANGE AND
EXISTING SLAB SOFFIT WITH NON-SHRINK GROUT.
6. AFTER GROUT HAS CURED FOR 24 HOURS, REMOVE THE
JACKING BOLTS.
7. INSTALL MIDSPAN BRACING, IF APPLICABLE.
A U T
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SF504
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39 61
Y O
S H
IN
A G
A J
O N K P
2 3
C
4 5
A
B of Engineers
US Army Corps
/1
/2
:3
:2
P
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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
IL
E N
A M
E
P L
O T S
C A
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S
IZ
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M A
R K
D E
S C
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IP
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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
S C
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IP
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N D
A T
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P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
NEW W12 x
BEAM
EXISTING
CONC.
WALL
NEW SHOTCRETE
WALLS
EXIST'G
SLAB
SEE DETAIL
A2/SF505 FOR TYP.
CONN. DETAIL
EXST CONC.
TOPPING
D1
SECTION
1/2"=1'-0" D3
SECTION
1/2"=1'-0"
EXST CONC. TOPPING
NEW
SHOTCRETE
WALL
STEEL GUIDE
STRAP -
SEE A4/SF505
6" NOMINAL
B
NEW W14 x
BEAM AS
OCCURS
SEE DET A1/SF505
FOR TYP. CONN.
DETAIL
3 1/2 "
BUILT OUT BEAM
AT TOP OF
SHOTCRETE WALL
D4
SECTION
1/2"=1'-0"
STEEL GUIDE
STRAP -
SEE A4/SF505
6" NOMINAL
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
STORY LEVEL
C1
BEAM CONNECTION SCHEDULE
SYMBOL MEMBER DIRECTION CONN TYPE
BOLTS CONCRETE ANCHORS
DETAIL
NO
QUANTITY
DIAM
INCHES
0.75
0.75
NO
QUANTITY
DIAM
INCHES
0.75
C2
C3
C4
C5
C6
C7
C8
C9
W14 x 43
W14 x 61
W14 x 61
W14 x 43
W12 x 30
W12 x 30
W14 x 30
W14 x 30
W14 x 43
TRANSVERSE
TRANSVERSE
TRANSVERSE
TRANSVERSE
TRANSVERSE
LONGITUDINAL
LONGITUDINAL
LONGITUDINAL
LONGITUDINAL
BEAM TO COLUMN
BEAM TO COLUMN
0.75
0.75
BEAM TO WALL
BEAM TO WALL
BEAM TO BEAM
BEAM TO WALL
BEAM TO BEAM
BEAM TO WALL
BEAM TO HSS COLUMN
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
0.75
A4/S-009, A2/SF508, D1/SF508
A4/S-009, A3/SF508, D2/SF508
A4/S-009, A1/SF505, D4/SF505
A4/S-009
A4/S-009, A3/SF505, D4/SF505 (SIM)
A4/S-009
A4/S-009, A3/SF505, D4/SF505 (SIM)
A4/S-009, A2/SF509
W12 x 30 0.754 - -
W14 x 30 0.754 - -
C10
C11
LONGITUDINAL
LONGITUDINAL
BEAM TO BEAM
BEAM TO BEAM
A3/SF509
A3/SF509
A4/S-009, A2/SF505, D3/SF505, D1/SF511
W12 x 30 0.753 - -C12 BEAM TO BEAM A4/SF509TRANSVERSE
L
L
TEMPLATE OF CONNECTOR PLATE SHALL
BE USED WHEN SETTING REINFORCEMENT
IN SHOTCRETE AND CONCRETE WALLS.
TEMPLATE AND STEEL GUIDE STRAP
SHALL BE USED TO ENSURE THAT ANCHOR
BOLTS CAN SUCCESSFULLY BE EPOXIED
INTO WALL WITHOUT INTERFERENCE WITH
REINF. STEEL.
C OF STEEL GUIDE STRAP SHALL
INDICATE C OF CONNECTOR PLATE
PROVIDE CLEAR ZONE @ ALL
BOLT LOCATIONS - NO
OBSTRUCTIONS SHALL BE
LOCATED WITHIN THESE
ZONES
1/41/4
THREADED ROD
ANCHORS. EPOXY
HOLES - EMBED. 5" MIN.
THREADED ROD
ANCHORS. EPOXY
HOLES - EMBED. 5" MIN.
/2
/2
1 1/2 "2 1/2 " 11"1 1/2 " 1 1/2 "
/2
/2
1 1/2 "2 1/2 "
/2
/2
/2
1 1/2 " 1 1/2 "
/2
/2
/2
1 1/2 "
A1
SECTION
1"=1'-0" A2
SECTION
1"=1'-0" A4
DETAIL
1"=1'-0"
5/16" SHEAR
BOLTS
5/16" SHEAR
BOLTS
1/4
THREADED ROD
ANCHORS. EPOXY
HOLES - EMBED. 5" MIN.
1 1/2 "2 1/2 "
/2
/2
11"1 1/2 " 1 1/2 "
/2
/2
A3
SECTION
1"=1'-0"
5/16" SHEAR
BOLTS
/2
/2
/2
11"
A U T
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SF505
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40 61
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2 3
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4 5
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B of Engineers
US Army Corps
/1
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C
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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
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A T
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F
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A M
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P L
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C A
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S
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D E
S C
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IP
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N A
P P
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M A
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D A
T E
D E
S C
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IP
T
IO
N D
A T
E A
P P
R
ANSI D 22 x 34
-1
-5
S
E P
A
SLAB I.D. LIVE LOAD
(psf)
REQD FRP
CAP (k/ft)
LS-100 TENSION (FLEXURE) 100 2 SECTION B
DETAIL
4" (+)
NOTES SLAB I.D.
LB-100 2.0 2
DETAIL
6" (+)
NOTES
VERTICAL SHEAR
Ls (ft)b (in) h (in)
4" (+) ts (in)
23" (+)
FRP ONLY ON INTERIOR
FACE OF WEB
EXIST SLAB
EXIST COLUMN, TYP.
FRP COMPOSITE
LAMINATE AT SLAB
SOFFIT
SECTION A SECTION B
FRP COMPOSITE
LAMINATE AT SLAB
SOFFIT
SLAB ELEVATION
TYPICAL SPAN
CONDITION
END SPAN
CONDITION
SECTION
6" MAX, TYP.
ts
T O
P P
IN
G T
H K ts
Ls Ls LsLsLs
FRP LIMITS FRP LIMITS FRP LIMITS
EXIST
COLUMN,
TYP
EXIST BEAM,
TYP
ts h b
T O
P P
IN
G T
H K
FRP NOTES
FRP NOTES
SCALE: NONE
A1
FRP SLAB FLEXURE SCHEDULE
SCALE: 1/4"= 1'-0" A3
FRP BEAM SHEAR SCHEDULE
SCALE: 1/4"= 1'-0"
TYPE OF FORCE
NOTES
SEE B3/SF506
TYPE OF FORCE SLAB
THICKNESS (ts) NOTES
SEE B3/SF506 D1/SF507
D3/SF507
B3/SF507
6. ROUND OFF SHARP AND CHAMFERED CORNERS TO A MINIMUM
RADIUS OF 1/2" BY MEANS OF GRINDING OR FORMING THE SYSTEMS
THICKENED EPOXY, VARIATIONS IN THE RADIUS ALONG THE
VERTICAL EDGE SHALL NOT EXCEED 1/2" FOR EACH 12" OF COLUMN
HEIGHT.
7. VERIFY AMBIENT AND CONCRETE TEMPERATURES. NO WORK
SHALL PROCEED IF THE CONCRETE SURFACES IS LESS THAN
40 DEG F OR GREATER THAN 100 DEG F. UNLESS PROVISIONS HAVE
BEEN MADE TO ENSURE COMPONENTS TEMPERATURE IS MAINTAINED
WITHIN THIS RANGE OR THE RANGE SPECIFIED BY THE MANUFACTURER.
8. APPLY SUBSEQUIENT LAYERS CONTINUOUSLY OR SPLICED UNTIL
DESIGNED NUMBER OF LAYERS IS ACHIEVED PER PROJECT SHOP
DRAWINGS.
9. CARBON FIBERS TO BE ORIENTED IN HORIZONTAL AND VERTICAL
DIRECTION AS NOTED ON DRAWINGS.
10. WHERE THE LENGTH FRP SHEETS ARE LAPPED IN LONGITUDINAL
DIRECTION OF FIBERS, MIN 6" OVERLAP SHALL BE PROVIDED.
STAGGER LAP LOCATIONS.
11. THE CONTRACTOR SHALL REMOVE ANY EXISTING PLASTER OR
ARCHITECTURAL COVERING PRIOR TO INSTALLING NEW FRP MATERIAL.
ORIENTATION
OF FIBER, TYP
1. FRP COMPOSITES SHALL BE DESIGNED BY FRP MANUFACTURER.
SUBMIT TO CONTRACTING OFFICER SHOP DRAWINGS AND
CALCULATIONS STAMPED BY STRUCTURAL ENGINEER LICENSED
IN THE STATE OF HAWAII OBTAINED BY THE CONTRACTOR.
2. TABLE INDICATES FACTORED DEMANDS (ULTIMATE LEVEL).
FRP COMPOSITE SYSTEM SHALL BE PROVIDED AS INDICATED IN
DETAILS TO SATISFY DEMANDS.
3. EXIST DIMENSIONS SHALL BE FIELD VERIFIED.
4. THE SURFACE TO RECEIVE THE COMPOSITE SHALL BE FREE
FROM FINS, SHARP EDGES AND PROTRUSIONS THAT WILL CAUSE
VOIDS BEHIND THE INSTALLED CASING OR THAT, IN THE OPINION
OF THE CONTRACTING OFFICER, WILL DAMAGE THE FIBERS. EXISTING
UNEVEN SURFACES TO RECEIVE COMPOSITE SHALL BE FILLED WITH THE
SYSTEM EPOXY FILLER OR OTHER MATERIAL APPROVED BY THE
CONTRACTING OFFICER. FILLING OF LARGE VOIDS IN SURFACES SHALL
BE FIXED PRIOR TO FRP INSTALLATION. (SMALL PINHOLES OR MICRO
BUBBLES IN THE CONCRETE SURFACE OR RESIN DO NOT REQUIRE
SPECIAL DETAILING) THE CONTACT SURFACES SHALL HAVE NO
FREE MOISTURE ON THEM…
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