05_DwgsQuadD_03b-S_2of2.pdf
PDF 7 MB Posted
- Solicitation number
- W9128A-15-B-0003
About this file
Structural Drawings 2 of 2
View the file
Other files
Show all 13
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
D
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
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. 3 - #6 AND 3 - #5 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
S U
B M
IT
T E
R 'S N
A M
E 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
L U D
IS
T R
IC
T
HONOLULU DISTRICT
F
IL
E N
U M
B E
R
A S S
H O
W N
S C
H O
F
IE
L D B
A R
R A
C K
S
O A
H U
H A
W A
II
R E
P A
IR
B
U
IL
D
IN
G
Q U
A
Y P
K G A -0
B U
IL
D
IN
G
D E
S
IG
N B
R A
N C
H
F O
R T S
H A
F T
E R
H I -5
SF502
S H
O T
C R
E T
E W
A L L
T Y
P
IC
A L H
E A
D E
R O
N T
R A
N S
V E
R S
E A
N D
T Y
P
IC
A L D
O W
E L L
A Y
O U
T S
P A
C
IN
G A
T
F T S
H A
F T
E R
H A
W A
II
E S
B H
A U
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
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- #5 CONT.
#6 CONT.
E Q
E Q
E Q
2- #6 CONT.
3- #5 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
E
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
H
SF503
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B E
R
S
IG
N B
R A
N
H
L
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
II
34 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:3
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
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
2" MAX
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
IN
G
/2 P
R
IO
R T
O
NEW
LONGITUDINAL
STEEL
BEAM
1. ERECT NEW STEEL BEAMS AS INDICATED ON THE PLANS.
2. JACKING PROCEDURE APPLICABLE ONLY FOR NEW LONGIITUDINAL
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.
P 3/8"x 3"x 0'-3"
A U T
H
SF504
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
T A
B
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
F T S
H A
F T
E R
H A
W A
35 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:4
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
NEW W12 x
BEAM
EXISTING
CONC.
WALL
NEW SHOTCRETE
WALLS
EXIST'G
SLAB
THIRD LEVEL
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
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
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
H
SF505
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
T A
IL
D
IN
G
O
R T S
H A
F T
E R
H I -5
D E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
F T S
H A
F T
E R
H A
W A
36 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/1 /2
:4
:3
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
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
B3
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 AT THE TIME OF APPLICATION. IF
MOISTURE IS PRESENT, USE THE MANUFACTURER SUGGESTED
WET PRIME EPOXY AS NEEDED.
5. REPAIR ALL DAMAGED CONCRETE, SPALLS, AND IRREGULAR
SURFACES PRIOR TO FRP INSTALLATION AND SURFACE
PREPARATION FOR FRP TO CREATE A FLAT, OR SLIGHTLY CONVEX
SURFACE, FILL SURFACES WITH THICKENED EPOXY TO ELIMINATE
AIR SURFACE VOIDS GREATER THAN 1/2" DIAMETER WILL ADHERE.
REQD FRP
CAP (kips)
A U T
H
SF506
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
L U D
IS
T R
IC
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
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
D E
T A
IL
S
F T S
H A
F T
E R
H A
W A
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
D1
TYP. LANAI BEAM STRENGTHING DETAIL
SCALE: 3/4"=1'-0" D3
INSIDE ELEVATION - STAIRS OBSTRUCTION
SCALE: 3/4"=1'-0"
B3
STRENGTHING DETAIL AT WALL
TYPICAL LANAI BEAM
SCALE: 3/4"=1'-0"
GRID
EXIST'G COLUMN
BEAM
EXSIT'G LANAI
A
STAIRS
COLUMN
EXST SLAB
BEAM
EXST LANAI
1'-9" MIN
BEAM
EXST LANAI
INSIDE FACE
LAMINATE ON
COMPOSITE
FRP SYSTEM
(SEE FRP SCHEDULE)
GIRDER ONLY
HEIGHT, ON INSIDE FACE OF
COMPOSITE LAMINATE, FULL
LIMITS OF FRP SYSTEM
SCHEDULE)
GIRDER ONLY (SEE FRP
HEIGHT, ON INSIDE FACE OF
COMPOSITE LAMINATE, FULL
LIMITS OF FRP SYSTEM
BEAM
LANAI
EXST
LS
LS
ts
LSLS
FRP SYSTEM
LIMITS OF
LS
b h
ELEVATION SECTION
WP1 WP2
AND BEAM SOFFIT
STAIR RISER FACE
WP2=INTERSECTION OF
SOFFIT
BEAM SOFFIT AND STAIR
INTERSECTION OF WP1=
EXIST COLUMN
EXIST COLUMN
A U T
H
D E
S
IG
N E
R 'S N
A M
E
SF507
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
/8
T A
IL
S B
U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
F T S
H A
F T
E R
H A
W A
38 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:1
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
C COLUMNL
EXISTING
COLUMN (SIZE
VARIES)
C COLUMNL
EXISTING
COLUMN (SIZE
VARIES)
W14x
TRANSFER
BEAM
W14x
TRANSFER
BEAM
EMB. 4" MIN. INTO EXIST'G
SLAB - STAGGERED
EXPANSION BOLT
L3x3x1/4 MIDSPAN
BOTTOM FLANGE
BRACE
W12 OR
W14 BEAM
SEE
CONNECTION
DETAIL
A2/SF508
SEE
CONNECTION
DETAIL
A3/SF508
M A
X
" 11/4" MIN
11/4" MIN
1 1/2" 1 1/2"
D1
SECTION
1/2"=1'-0" D2
SECTION
1/2"=1'-0" D3
BRACING DETAIL
TYP. MIDSPAN FLANGE
1/2"=1'-0"
M A
X
1/4
3/8" THICK PLATE
THREADED ROD
ANCHORS. EPOXY
HOLES
1/2" THICK PLATE
THREADED ROD
ANCHORS. EPOXY
HOLES
/2
/2
4"
1 1/2 "
1'-4"
6" 6"
/2
/2
/2
4"
1 1/2 "
1'-4"
6" 6"
/2 "5 /2
/2
/2
6"
A3
DETAIL
1"=1'-0"A2
DETAIL
1"=1'-0"
5/16" SHEAR
PLATE WITH
BOLTS
LONG
SLOTTED
HOLES AS
SHOWN
LONG
SLOTTED
HOLES AS
SHOWN
NOTE: BEAMS SHALL HAVE
LONG(HORIZONTAL) SLOTTED
HOLES ON ONE END
5/16" SHEAR
PLATE WITH
BOLTS
2" 2"
2" 2" /2 "6"
1/4
A U T
H
SF508
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
39 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
A2
SECTION
1/2"=1'-0"
HSS 6 X 6 X1/4
1/4
ROD ANCHORS - EPOXY
CENTERED ON EXIST'G
BEAM WIDTH
2ND FLR
W14x
HSS 6 X 6 X1/4
SEE DET A4/S-009
FOR TYP CONN DETAIL
A3
SF509
EXIST CONC
BEAM
3RD FLR
SECTION 1
HSS 6 X 6 X1/4
SEE DET A4/S-009
FOR TYP CONN DETAIL
W14x
EXIST CONC
SLAB
4"4"1 /2
/2 " 8"
2" TYP
REMOVE EXIST CONC
TOPPING & FILL BACK
W/ GROUT
SAWCUT EXIST
TOPPING
W14X
A3
SECTION
1"=1'-0"
2ND FLOOR
W12X
A4
SECTION
1"=1'-0"
W14X
W6 x15
TOP OF
MEZZANINE FLOOR
W12X
TOP OF
MEZZANINE FLOOR
SEE A4/S-009
FOR CONN DETAIL
B4
SECTION
1"=1'-0"
A4
SF509
1/2 "
W6 x151/4
1/4 3-12
3-12
TYP
W12X
W14X OR
W12X
CUT WEB
AS REQUIRED
2" 3"
2 1/2 "
2"
2 1/2 "
3"
/2
/2
1/4
A U T
H
SF509
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
40 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:3
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
EXISTING
CONC.
WALL
NEW SHOTCRETE
WALLS
EXIST'G
SLAB
B
BUILT OUT BEAM AT
TOP OF SHOTCRETE
WALL
WOOD
FLOORING
NEW W14x BEAM
(AS OCCURS)
B E
STEEL GUIDE
STRAP
E B
WOOD
FLOORING
EXIST'G CONC.
HEADER
NEW W14x BEAM
(AS OCCURS)
BUILT OUT BEAM AT
TOP OF SHOTCRETE
WALL
SHOTCRETE PIER
STEEL GUIDE
STRAP - SEE A5/SF505
B
STEEL GUIDE
STRAP
E
WOOD
FLOORING
E
WOOD FLOORING
EXIST'G CONC.
HEADER
WOOD FLOORING
#5 REBAR
HANGERS @ 1'-0"
O.C. MAX.
W14x BEAM (AS
OCCURS)
#5 REBAR
HANGERS @ 1'-0"
O.C. MAX.
W14x BEAM (AS
OCCURS)
SEE DETAIL
A2/SF505 FOR TYP.
CONN. DETAIL
STEEL GUIDE
STRAP - SEE
A5/SF505
SEE DET A1/SF505
FOR TYP. CONN.
DETAIL
SEE DET A1/SF505
FOR TYP. CONN.
DETAIL
NOM
9 1/2 "
EXST CONC. TOPPING
D1
TYP. SECTION @ SIDE WALLS
1/2"=1'-0" D3
SECTION
1/2"=1'-0"
B4
IN GYM
SECTION @ PIER CONDITION
1/2"=1'-0"
A1
IN GYM
SECTION @ SILL CONDITION
1/2"=1'-0" A2
IN GYM
SECTION @ PIER CONDITION
1/2"=1'-0" A3
IN GYM
SECTION @ SILL CONDITION
1/2"=1'-0"
EXST CONC.
TOPPING
NEW W12x
BEAM, TYP
NEW
SHOTCRETE
WALL
3 1/2 "
3 1/2 "
/4
/4
SECOND
LEVEL
WALL
SHOTCRETE
2- #6 CONT. 2- #6 CONT.
WALL
SHOTCRETE
2- #6 CONT.
2- #6 CONT.
WALL
SHOTCRETE
"4
3- #5 CONT.
#6 CONT.
E Q
E Q
E Q
3- #5 CONT.
#6 CONT.
E Q
E Q
E Q 3
E Q
E Q
E Q 3
3- #5 CONT.
#6 CONT.
3- #5 CONT.
E Q
E Q
E Q 3
#6 CONT.
2-#7 TOP AND BOT
2-#7 TOP AND BOT
2-#7 TOP AND BOT
B
NEW W14x BEAM
(AS OCCURS)
STEEL GUIDE
STRAP - SEE
A5/SF505
SEE DET A1/SF505
FOR TYP. CONN.
DETAIL
BUILT OUT BEAM AT
TOP OF EXISTING WALL
9 1/2 " NOM
6" 6" 6"
6"
6" 6"
6" 6"
#5 E.W., SEE WALL ELEV
FOR TYP SPACING
#5 E.W., SEE WALL ELEV
FOR TYP SPACING
#5 E.W., SEE WALL ELEV
FOR TYP SPACING
6"
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
DEMOLISH PORTION OF
(E) WALL TO CREATE
ADEQUATE REBAR
COVER
2ND OR 3RD
FLOOR SLAB
(E) CONC. WALL
#5 DOWEL, SPACING TO
MATCH 6" SHOTCRETE
WALL VERT REINF ADEQUATE REBAR COVER
(E) WALL TO CREATE
DEMOLISH PORTION OF
A4
DETAIL AT WALL DOWEL
1/2"=1'-0"
1", TYP
#5 VERT
#5 VERT
#5 STIRRUP @
1'-0" O.C. TYP.
#5 E.W., SEE WALL
ELEV FOR TYP.
SPACING
#5 STIRRUP @
1'-0" O.C. TYP.
B1
CONDITION - GRIDLINE B
TYP. SECTION @ SILL
1/2"=1'-0"
#5 VERT
#5 VERT
B2
CONDITION - GRIDLINE E
TYP. SECTION @ SILL
1/2"=1'-0"
#5 VERT
#5 VERT
BEYOND
OPENING
EDGE OF
B3
CONDITION - GRIDLINE E
TYP. SECTION @ WALL
1/2"=1'-0"
D4
CONDITION- GRIDLINE B
TYP. SECTION @ WALL
1/2"=1'-0"D2
CONDITION - GRIDLINE B
TYP. SECTION @ HEADER
1/2"=1'-0"
SHOTCRETE
WALL BEYOND
X X X X X X
A U T
H
SF510
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
41 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:3
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
TOP OF
WINDOW/DOOR
OPENINGS
BEYOND
SILL BEYOND
SILL BEYOND
B B E
TOP OF WINDOW/DOOR
OPENINGS BEYOND
W12x
BEAMS
BEYOND
A2
SF503
SEE B4/SF510
D1
SECTION
1/2"=1'-0" D2
SECTION
1/2"=1'-0"
A3
SECTION THRU PIER IN GYM
1/2"=1'-0"A2
SECTION THRU WALL IN GYM
1/2"=1'-0"A1
SECTION THRU PIER IN GYM
1/2"=1'-0"
6"6"
EXST CONC.
TOPPING
A2
SF503
EXIST
TOPPING SLAB
SEE DET. CONNECTION
SCHEDULE (OFFSET
CONNECTOR PLATES
& ANCHOR BOLTS TO AVOID
CONFLICT w/BOLTS FROM
OPPOSITE FACE OF WALL)
SEE B4/SF510
@ BEAM
SEE A2/SF510
TOP OF
WINDOW/DOOR
OPENINGS
BEYOND
#5 DOWELS -
SEE
D1/SF502(TYP.)
#5 DOWELS -
SEE
D1/SF502(TYP.)
" 6"
EXIST'G WOOD
FLOORING TO
BE REMOVED
AND REPLACED
B
TO EXCEED 12"
DEMO LIMITS NOT
EXIST CONC
TOPPING
SAWCUT AND DEMO
EXIST CONC TOPPING
AND SLAB
PROVIDE SMOOTH
TRANSITION TO ELEV
OF LANAI SLAB
D3
SLOPE TRANSITION
NOT TO SCALE
#5 HORIZ. SEE
WALL ELEV FOR
TYP. SPACING
#5 VERT.SEE
WALL ELEV FOR
TYP. SPACING
#5 HORIZ. SEE
WALL ELEV FOR
TYP. SPACING
#5 VERT.SEE
WALL ELEV FOR
TYP. SPACING
#5 VERT.SEE
WALL ELEV FOR
TYP. SPACING
#5 HORIZ. SEE
WALL ELEV FOR
TYP. SPACING
X XXX
A U T
H
SF511
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
42 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:4
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
MATCH
EXIST'G
ELEV.
SAWCUT SLAB -
PROVIDE SMOOTH
TRANSITION
EXIST'G SLAB
EXIST'G
WALL TO BE
DEMOLISHED
SAWCUT SLAB -
PROVIDE
SMOOTH
TRANSITION
EXIST'G
BEAM
MIDSPAN
BRACE
W12x
CONT. L5x3x1/4 w/
ROD ANCHORS @
2'-0" O.C.
#4 DOWELS x
2'-6" EPOXY INTO
HOLES
2" x 20 GA METAL
DECKING w/CONC.
TOPPING
#4 @ 1'-4"
O.C., EA. WAY
(V E
R
IF
Y
C L
R /2
B3
SECTION
1/2"=1'-0"B2
SECTION
1/2"=1'-0"B1
SECTION
1/2"=1'-0"
SAWCUT
SLAB
DEMO WALL BELOW
E Q
E Q
E Q
CONT. L5x3x1/4
ALL AROUND
A3
PARTIAL PLAN
NOT TO SCALE A4
PARTIAL DEMO PLAN
NOT TO SCALE
W12X30
W12X30
W12X30
W
X
B2
SF512
B1
SF512
11 11
D
C
D
C
B3
SB512
2"x 20 GA METAL
DECK'G w/5" CONC
TOPPING (7" TOTAL
THICKNESS)
SAWCUT
SLAB
DEMO PORTION OF
HANGING WALL
BELOW CONT. BEAM
CONC. BEAM TO
REMAIN - BEAM
TO BE REPAIRED
REMOVE WOOD
FLOOR & STEEL
BEAMS
BEAM BELOW TO
BE DEMOLISHED
W
X
W12x
SEE
CONNECTION
SCHEDULE
EXIST'G SLAB
W12x
CONT. L5x3x1/4 w/
ROD ANCHORS @
2'-0" O.C.
NEW
STL BEAM
A U T
H
SF512
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
43 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:5
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
A B C D E
A1
SECTION
SCALE: 1/4" = 1'-0"
16'-10"16'-4"27'-8"
3'-0"
3'-0"
W10 X STL BM (EXIST)
OPEN WEB J0IST
(EXIST)
OPEN WEB J0IST
(EXIST)
W8 X STL COLUMN (EXIST)
CONC COLUMN (EXIST)
SEE
B3/SF514
C
L EXIST
CROSS
BRACING
OPEN
WEB J0IST
(EXIST)
D3
SF513
C
L EXIST
CROSS
BRACING
C
L EXIST
CROSS
BRACING
C
L EXIST
CROSS
BRACING
NEW L 4 X 3 X1/4
BRACING
NEW L 4 X 3 X1/4
BRACING
NEW L 4 X 3 X1/4
BRACING
NEW L 4 X 3 X1/4
BRACING
SEE
B4/SF514
TOP OF
CONC. WALL
@ GRID B
L4x3x1/4
DIAG.
BRAC'G
W6x9
SEE
DETAIL
D2/SF514
W6x9
D3
BRACE FRAME DETAIL
SCALE : 1/2"=1'-0"
9'-4" MAXIMUM
8'-3" MINIMUM
FROM ADJACENT JOIST
PROVIDE 11/2" CLR.
ADJACENT TUBE STRUT
CONNECTION PLATES
SEE DETAIL D3/SF514
SPACER PLATE BET.
DIAG. TO TUBE STRUT CONNECTION.
AS CLOSE AS POSSIBLE
INSTALL BRACE FRAME
DBL. L4x3x1/4 WELD EA.
ANGLE TO METAL DECK
FLUTE w/1/8 FILLET x 1 1/2"
LG. @ 12" O.C.
B3
SF513
EXIST 18 " DEEP OR 14"
DEEP OPEN WEB JOIST
PL 3" X 3/8" X 3" LONG @
PANEL POINT OF EXIST
OPEN WEB JOIST
C8 X 11.5
HANGER ROD PER MECH
SEE MECH DWGS
C8 X 11.5
B2
MECH EQUIP SUPPORT
SCALE: 3/4" = 1'-0"
SECTION
OPEN WEB
STEEL JOIST
3/8"x3" P L4x3x1/4
BRACE
3/8"x3" P
C SPLICEL
L
L I
I
1 1/2"
3"
/2
11/2"
3"3"
1 1/2"
3"
11/2"
8" TO 12"
B1
SPLICE DETAIL
NOT TO SCALE
NOTE: EXIST 18" DEEP
OPEN WEB JOIST
L 3" X 3/8" X 3" LONG @ PANEL
POINT OF EXIST OPEN WEB JOIST
P
C8 X 11.5
C8 X 11.5
1/4
HANGER RODS FOR
SUPPORTING MECH
EQUIPMENT.
SEE MECH DWGS
EXIST 14" DEEP
OPEN WEB JOIST
L 3" X 3/8" X 3" LONG @ PANEL
POINT OF EXIST OPEN WEB JOIST
P
C8 X 11.5
C8 X 11.5
1/4
HANGER RODS FOR
SUPPORTING MECH
EQUIPMENT.
SEE MECH DWGS
TYP
B3
MECH EQUIP SUPPORT
SCALE: 1 1/2" = 1'-0"
@ 18" DEEP OPEN WEB JOIST
@ 14" DEEP OPEN WEB JOIST
A U T
H
SF513
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
44 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:0
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
EXIST'G
MET.
DECK
TOP OF CONC.
PARAPET WALL
C3x4.1x4'-0"
LG.
BOLT w/MIN.
SHEAR CAPACITY
OF 2.50 KIP
B2
SF514
B1
DETAIL
EXTERIOR WALL BRACE
SCALE : 1/2"=1'-0"
10"
METAL DECK'G
PLATE WELDED TO
1/4" THK. x 4'-0" LG
10"
2'-4"
X
X
Y
SECTION
SECTION
L
GRID
METAL
DECK'G
EXIST'G
OPEN WEB
JOIST
1/4 1" LG. EA. LEG
OPEN WEB
STEEL JOIST
DBL. L4x3x1/4
L4x3x1/4
DIAG.
BRAC'G
W6x9
3 1/2"x11"x1/4"
PLATE
WELDED TO
W6x 1/4" FILLET
ALL AROUND
L4x3x1/4
DIAG. BRAC'G
W6x9
5/8" MIN.
NON-SHRINK
GROUT UNDER
BASE PLATE
3 1/2"x6"x1/4" PLATE
WELDED TO W10x w/1/4"
FILLET ALL AROUND
6"x7"x1/2"BASE
PLATE WELDED
TO W6x w/1/4"
FILLET ALL
AROUND
C W6x
RODS DRILLED &
EPOXIED 6" INTO
T.O.W.
CENTER OVER
10" (VERIFY)
WIDE BEAM @
TOP OF WALL.
1/4" THK x 4'-0"LG
PLATE
1/8 1 1/2 @ 12" O.C.
1/8 1 1/2 @ 12" O.C.
1/4 2 1/2 LG.
C3x4.1
6" THK.
CONC. WALL
1/4 1" LG. EA. LEG
L4x4x1/4x 8"
LG OR 3/8"
BENT PLATE
1/4 1" LG
EXP.
BOLT
L4x4x1/4x3/8"
BENT PLATE
L4x4x1/4x8"
LG
AT 5" O.C. (MIN. ULT.
TENSION CAPACITY
3.26 KIP/BOLT)
AT 5" O.C. (MIN. ULT.
TENSION CAPACITY
3.26 KIP/BOLT)
B3
SF514
A1
SF514
B2
SECTION
1"=1'-0"
D3
DETAIL
1"=1'-0"D2
DETAIL
1"=1'-0"
A1
UPLIFT BRACE DETAIL
1"=1'-0"
" 2
1 1/2 " 1 1/2 "
1/2 "
M A
X
1/2 "
1 1/2 "1 1/2 "
/2
M
IN
/2
/2
M
IN
/2
1 1/2 " 1 1/2 "
T Y
P
Q
P E
Q
1 3/4 "
2 1/4 "
L4x3x1/4 BRACE
SEE NOTE 1
NOTES:
1. FOR SPLICE DETAILS, SEE B1/SF513
EXIST'G
OPEN WEB
JOIST
B4
SECTION
NOT TO SCALEB3
SECTION
NOT TO SCALE
A4
SF514
NEW L4x3x1/4
BRACE
NEW L4x3x1/4
BRACE
A325 BOLTS
* ADJUST BRACING LOCATION TO
MISS EXISTING CHIMNEY.
MAINTAIN 3 1/2" MIN.
DISTANCE BETWEEN BOLT &
CONCRETE EDGE
9 3/4 "
TYP
EXIST OPEN WEB
JOIST BOTTOM
CHORD
L4x3x1/4 BRACE
A4
SECTION
NOT TO SCALE
EXIST OPEN
WEB JOIST
A U T
H
SF514
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
45 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:1
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
PLAN
ELEVATION
SQ. END PL
TYPE DESCRIPTION
1/2"
T W H
EDGE OF
CONC.
BM. OR
WALL
CJP @ MITER JT.
L
"L1" & "L2" VARIES DEPENDING ON
CONNECTION TYPE & ANGLE OF PIPE STRUT.
C PIPE
L
EDGE OF CONC.
BM. OR WALL
T Y
P E A
S
P C
S
/2
T Y
P E A
S
P C
S
/2
T Y
P E A
S
P C
S
/2
T Y
P E A
S
P C
/2
5"x1/2" P
WELDED TO
ANGLE
PIPE STRUT SCHEDULE
6"5 1/2" L6x4x1/2
L6x4x1/2
THREADED RODS
DRILLED & EPOXIED
INTO CONC.
PIPE STRUT.
SEE D1/SF515 FOR
DETAILS
D1
TYP. PIPE STRUT DETAIL
NOT TO SCALE D2
DETAIL
TYP. TYPE "A" CONNECTION
NOT TO SCALE
E Q
E Q T
W
E Q
E Q
L21/2"
H
E Q
E Q
E Q
H
E Q
L1 1/2"
/2
TYPE A4 - 1 SPC @ 31/2"
TYPE A6 - 2 SPCS @ 31/2"
TYPE A8 - 3 SPCS @ 31/2"
TYPE A10 - 4 SPCS @ 31/2"
1" 1 1/2"S C
H E
D U
L E
S E
E
1/2"
CL PIPE
D3
SF515
/2
5"
L
ALL AROUND
TO ANGLE w/ 1/4 FILLET
5"x1/2" P SHOP WELDED
D3
SECTION
NOT TO SCALE
INTO CONC.
DRILLED & EPOXIED
5/8"Φ THREADED ROD
OCCURS.
FACE OF WALL, WHERE IT
L6x4x1/2
ASSEMBLY
PIPE STRUT
CONC. BM.
OCCURS ABOVE THE
FACE OF WALL, WHERE IT
ABOVE 3RD FLOOR.
BEAM, 12'-0" (VERIFY)
TOP OF EXISTING CONC.
1/4
1/4
1/4
1/4
1/4
1/4
A U T
H
SF515
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
46 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:1
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
1/4x2"
TS4x3
TUBE
STRUT
TS4x3
TUBE
STRUT
1/2" THICK PLATE
WITH 1 3/4" LONG
SLOTTED HOLES
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
B4
DETAIL
TYPE "AH" CONNECTION
NOT TO SCALEB3
DETAIL
TYPE "AG" CONNECTION
NOT TO SCALEB2
DETAIL
TYPE "AF" CONNECTION
NOT TO SCALEB1
DETAIL
TYPE "AE" CONNECTION
NOT TO SCALE
8" EQEQ
2"3"
" 3
" 1 /2
/2
/2
/2
/2
/2
1 1/2"4"4"4"1 1/2"1 1/2"4"4"4"1 1/2"
/2
/2
/2
/2
/2
/2
2"3"
EQ 8" EQ
E.S. OF
TUBE
TS4x3
TUBE
STRUT
TS4x3
TUBE
STRUT
1/2" THICK PLATE
WITH 1 3/4" LONG
SLOTTED HOLES
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
E.S.
OF
TUBE
TS4x3
TUBE
STRUT
TS4x3
TUBE
STRUT
1/2" THICK PLATE
WITH 1 3/4" LONG
SLOTTED HOLES
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
EQ 8" EQ
3"2"
"1
/2
/2
/2
/2
/2
/2
1 1/2"4"4"4"1 1/2"
1/4x2"
WP1/2" THICKx9"x14"
PLATE WITH 1 3/4"
LONG SLOTTED
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
2" 2" 1" /2
/2
3 1/2"
1 1/2"
E.S.
OF
TUBE
1/4x2" 1/4x2"
E.S. OF
TUBE
A U T
H
SF516
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
47 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:2
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
A
1/4
CONCRETE WALL
WP
CONCRETE WALL
E.S.
OF
TS
E.S.
WP
SIM.
GYMNASIUM
WALLS
CONCRETE
BEAM OVER
WALL
B
FACE OF
GYMNASIUM
WALL
B4
SF517
CONCRETE WALL
1/4
TS4x3
TUBE
STRUT
THREADED ROD
DRILLED AND
EPOXIED INTO
CONCRETE WALL
L6x6x1/2 x 2'-3" LONG
3/8"x6" PLATE
WELDED TO
ANGLE WITH 1/4"
FILLET ALL
AROUND
TS4x3
TUBE
STRUT
1/4x 11/2"
1/4x 11/2"
L6x6x1/2
ROD DRILLED AND
EPOXIED 5" INTO
CONC. WALL
TS4x3 TUBE STRUTS
ABOVE CONCRETE
CEILING BRACING
TS4x3x1/4 BRACE
ROD DRILLED
AND EPOXIED 5"
INTO CONCRETE
2" LONG
SLOTTED
HOLE
1/2" THICKx 4 1/2" PLATE WITH
RODS DRILLED AND EPOXIED
INTO CONCRETE
1/2" THICKx 4 1/2" PLATE WITH
RODS DRILLED AND EPOXIED
INTO CONCRETE
ROD DRILLED
AND EPOXIED 5"
INTO CONCRETE
1/4 x3"
TS4x3
TUBE
STRUT
TS4x3
TUBE
STRUT
1/2" x7"x8"
PLATE WELDED
TO OTHER
PLATE WITH
CJP BEVEL
WELD
3/8"x6" PLATE
WELDED TO
ANGLE WITH 1/4"
FILLET ALL
AROUND
1/4 ROD DRILLED AND
EPOXIED 5" INTO
CONC. WALL
L6x6x1/2
B2
DETAIL
TYPE "S" CONNECTION
1" = 1'-0" B3
DETAIL
TYPE "T" CONNECTION
1" = 1'-0" B4
SECTION
1" = 1'-0"
D1
DETAIL
TYPE "N" CONNECTION
1" = 1'-0" D3
DETAIL
TYPE "P" CONNECTION
1" = 1'-0" D4
SECTION
1" = 1'-0"D2
SECTION
1" = 1'-0"
A1
DETAIL
TYPE "U" CONNECTION
1" = 1'-0" A2
DETAIL
TYPE "V" CONNECTION
1" = 1'-0" A3
SECTION
1" = 1'-0"
/2
1 1/2 " @ 6"
2 SPACES
1'-0" @ 6"
2 SPACES
1 1/2 "
M A
X
/2
5"
9"@ 3 1/2"
3 SPACES
1 1/2 " 1"
/2
E Q
E Q
E Q
E Q
1 1/2 "
5"
1 1/2 "6"1'-0"6"1 1/2 "
M A
X
1/ 2"
M
IN
/2
5"
/2
MIN
1 1/2 "
M A
X
1 1/2 "4 SPCS AT 6" O.C.1 1/2 "
TS4x3
TUBE
STRUT
1/4
TS4x3 TUBE STRUT
ABOVE CONCRETE
CEILING BEAMS
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE WALL
3/8"x6"
PLATES
TS4x3 TUBE STRUT
SLOTTED AT ONE END
D2
SF517
D4
SF517
L6x6x1/2 WITH
HOLES FOR
THREADED
RODS DRILLED
AND EPOXIED
INTO
CONCRETE
WALL
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE WALL
D4
SF517
A
SIM.
WP
CJP
E.S.
TS4x3
TUBE
STRUT
1 3/4" LG
SLOTTED
HOLES
1/2" THICK x 8" PLATE
WITH SLOTTED HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE
1 1/2 " 2 SPCS AT 9" 1 1/2 "
M
IN
/2
/2
/2
S
P
EQEQ
2"
1/4x2"
A2
SF518
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE
A
WP
SIM.
TS4x3 TUBE
STRUT TYP.
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE WALL
1 1/2 " 6" 1'-0" 6" 1 1/2 "
" M
IN
/2
/2
D4
SF517
A3
SF517
1/2"x7"x8" PLATE
WELDED TO 1/2"
THICK X 4 1/2"
PLATE WITH CJP
BEVEL WELD
A U T
H
SF517
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
48 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:3
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
GYMNASIUM WALL
E.S. OF
TUBE
CONCRETE
BEAM
WP
EXISTING
CHIMNEY
PROVIDE CJP
BEVEL WELD
BETWEEN ANGLES
E.S. OF
TUBE
SEE CONN.
DETAIL
B
WP
CHIMNEY
WP
WP
E.S.
CJP
CJP
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
1/4x3"
WELD 1/2" THICK
PLATE TO L6x6x1/2
WITH CJP BEVEL
WELD
THREADED RODS
DRILLED AND
EPOXIED 5" INTO
CONCRETE
TS4x3
TUBE
STRUT
TS4x3
TUBE STRUT
L6x6x1/2 WITH
THREADED RODS
DRILLED AND
EPOXIED INTO
CONCRETE
RODS DRILLED
AND EPOXIED
INTO CONCRETE
1/4x3"
TS4x3 TUBE
STRUT
L6x6x1/2
EMBED 4"
INTO
CONCRETE
TS4x3
TUBE
STRUT
L6x6x1/2 WITH
THREADED RODS
DRILLED AND
EPOXIED INTO
CONCRETE
2-1 3/4" LONG
SLOTTED
HOLES
TS4x3
BEYOND
ALL THREADED
RODS DRILLED
AND EPOXIED 5"
INTO CONCRETE
L6x6x1/2 WITH
HOLES FOR
THREADED
RODS
1/2" THICK PLATE
WITH 1 3/4" LONG
SLOTTED HOLES
FOR THREADED
RODS
D1
DETAIL
TYPE "W" CONNECTION
1" = 1'-0" D2
SECTION
1" = 1'-0" D3
DETAIL
TYPE "X" CONNECTION
1" = 1'-0" D4
SECTION
1" = 1'-0"
B2
DETAIL
TYPE "Z" CONNECTION
1" = 1'-0"
A1
DETAIL
TYPE "AC" CONNECTION
1" = 1'-0" A2
SECTION
1" = 1'-0"
/2
1 1/2 " 1 1/2 "
3 1/2 "
5"
/2
4"
M
IN
1 1/2 " 6" 5"
/2
MIN
3"
1 1/2 " 6" 6"
/2
"1"
EQ3"2"3"EQ
/2
/2
1 1/2 "
9"9"
1 1/2 "
1 1/2 "
AT 3 1/2"
3 SPACES
4 1/2 "
/2
4 1/2 "
/2
S
P A
C E
S
E.S.
WP
TS4x3
TUBE
STRUT
1 3/4" LONG
SLOTTED
HOLES 1/2" THICKx8" PLATE
WITH SLOTTED HOLES
RODS DRILLED AND
EPOXIED INTO CONCRETE
TS4x3
TUBE
STRUT
1/4x2"
/2
/2
/2
6"1'-0"6"2" 2"
EQ
2"
EQ
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE WALL
D2
SF518
D4
SF518
D4
SF518
EMBED 5" INTO
CONCRETE
PROVIDE CJP
BEVEL WELD
BETWEEN
ANGLES
SIM.
TS4x3
TUBE
STRUT
L6x6x1/2 WITH HOLES
RODS DRILLED AND
EPOXIED INTO
CONCRETE
1/4x2"
1 3/4" LONG
SLOTTED
HOLES
TS4x3
TUBE
STRUT 1/2" THICK x 8" PLATE
WITH 1 3/4" LONG
SLOTTED HOLES FOR
DRILLED AND EPOXIED
INTO CONCRETE
A2
SF518
A U T
H
SF518
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
49 64
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
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
L
L
S
IM
NOTE:
1/4 L
1/4
L
1/4 L
1/4 L
NOTE:
L
L
L
L
L L
1/4
1/4
L
W6x BEAM
D
S F5
NEW W6
NEW W6
DIAG. BRACE
NEW W6 DIAG.
BRACE
NEW W6
D3
SF519
6"x3/8" PL
6"x3/8" PL
W6 DIAG.
BEAM
W6 DIAG.
BEAM
W6 DIAG.
BEAM
2S F519
6"x3/8" P 1/4
6"x3/8" PL
TYP.
1/4
TYP.
TYP.
L
1/4
1/4
TYP.
L
1/4 FLANGE &
WEB OF
CHANNEL
L
1/4
FLANGE &
WEB OF
CHANNEL
W6
D2
SF520
4 1/2"x8"x3/8" P
4 1/2"x6"x3/8" P L
L4 1/2"x8"x3/8" P
4 1/2"x6"x3/8" P
4 1/2"x8"x3/8" P
WELD BET. 3/8"
THK. P & WT5x
FLANGE
4 1/2"x6"x3/8" P
4 1/2"x8"x3/8" P
4 1/2"x6"x3/8" P
4 1/2"x3/8" P
W6x15
W6x15 W6x15
5 5/8"x8"x3/8" P
5 5/8"x6"x3/8" P
(MIN. SHEAR
CAPACITY
3.80 KIP/BOLT)
D1
DETAIL
1"=1'-0" D2
DETAIL
1"=1'-0" D3
DETAIL
1"=1'-0"
B3
PLAN SECTION
1"=1'-0"B2
SECTION
1"=1'-0"B1
PLAN SECTION
1"=1'-0"
WELD BET. 3/8"THK. P
& WT5x WEB &
FLANGE
WELD BET.
3/8"THK. P & WT5x
FLANGE
WELD BET. 3/8"THK. P
& WT5x WEB &
FLANGE
/2
/2
1/2 " 1/2 "
3 5/8 "
/8
3 1/2 " MIN
1/2 "
1/2 "
6" 6"
MAX.
1"
MAX.
1"
1/2 " MAX 1/2 " MAX
/2
/2
5/8 "
/2 "6
WELD 4 1/2"x6"x3/8" P TO
4 1/2"x8"x3/8" P
EXST WT5x BEFORE WELDING
SEE D2/SF519, A2/SF519 &
D3/SF519 FOR WELDS
EXIST TRUSS
TOP CHORD
WT5x
WT5x WEB OF EXIST
TRUSS TOP CHORD
EXIST WT5x
TRUSS TOP
CHORD
1/4
1/4
C12 x 20.7 x 2'-1"
LONG
L
L
NOTE:
WELD 5 5/8"x6"x3/8" P TO
C12 x 20.7 BEFORE WELDING
5 5/8"x8"x3/8" P
3/8" 1/4"
4 1/2"x 8"x3/8" P
L
L
L L4 1/2"x 8"x3/8" P
4 1/2"x 6"x3/8" P
4 1/2"x 6"x3/8" P
A2
TYPICAL WELD DETAIL
1"=1'-0"
A U T
H
SF519
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
L U D
IS
T R
IC
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
D E
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D F
IL
E N
U M
B E
R
E S
E S
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
50 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:4
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
CJP FLANGE
& WEB OF
C12x
L
L
C12x20.7
C12x20.7
NOTE:
1. SEE B1/SF520 FOR WORK
TO ADDITION OF NEW MEMBERS
2. SEE B2/SF520 AND B3/SF520
FOR WELDING REQUIREMENTS OF
NEW MEMBERS
2S F520
B
S F5
W6
B1
SF520
L
L
L
PRIOR TO ADDING NEW MEMBER:
3/8" THK. BASE P ON 3 SIDES w/
3/8" BEVEL WELD.
ENSURE 3/8" F.B. STIFFENER IS
ALL AROUND.
L L
L L
L
TRUSS ANGLE
BRACE
3/8
1/4
1/4
L
1/4
L
3/8
1/4
L
L
L
L
EXIST 3/8" THK.
BASE P BELOW
EXIST 3/8" THK.
F.B. STIFF., E.F.
OF WT5x
W6
L C SYMM.L
L L
1/4 WELD C12x WEB TO
WT5x FLANGE & 3/8"
THK. BASE P
L
L
L
L
TOP OF
CONC. WALL
BEYOND
1/4
C TRUSS
1/4
1/4
BOLTS (MIN.
SHEAR CAPACITY
3.80 KIPS/BOLT)
5 5/8"x8"x3/8" P
EXIST'G 3/8"
THK. BASE P
4 3/4"x8"x3/8"
P E.F. OF WT5xL
EXIST'G
1 3/4"x3/8" P
F.B. STIFF.,
E.F. OF WT5x
EXIST'G 1/2"
THK. COL. P
EXIST'G W6x20
COL.WELD EXIST'G 1/2" THK. COL. P TO
WELDED TO WT5x STEM AND FLANGE AND 3/8" THK. BASE P w/1/4" FILLET
4"x8"x3/8" P
E.F. OF
WT5x
L
CJP BET.
C12x20.7 &
1 3/4x3/8" P
EXIST 1 3/4x3/8" P
F.B. STIFF., E.F.
OF WT5x
4 3/4"x8"x3/8"
P
EXIST 3/8"
THK. BASE P
EXIST W6x20 COL.
WELD BET.
4 3/4"x8"x3/8" P & EXIST
3/8" THK. F.B. STIFF.
L
WELD BET.
W6 WEB &
4 3/4"x8"x3/8" P
WELD BET.
W6 WEB &
4 3/4"x8"x3/8" P
WELD BET.
4 3/4"x8"x3/8" P &
WT5x FLANGE &
3/8" THK. BASE P
EXIST 1 3/4"x3/8" P
F.B. STIFF., E.F. OF
WT5x
EXIST 3/8"
THK. BASE P
EXIST 1/2"
THK. COL. P
EXIST W6x20 COL.
CJP WELD C12x WEB TO
1 3/4" x3/8" P F.B. STIFF.
C12x20.7
1 3/4" SQ. ONE
PIECE WASHER P
WELDED TO C12x
(TYP.)
PRIOR TO INSTALLING NEW C12x20.7, REMOVE
EXISTING PLATE BOLTED TO WALL:
1. IF EXISTING PLATE RUNS BETWEEN THE W6x
COLUMN AND THE CONCRETE WALL AND ACTS AS
A SPACER PLATE; CUT PLATE AT EDGES OF W6x
FLANGE AND LEAVE SECTION OF PLATE BEHIND
W6x COLUMN. INSURE REMAINING SECTION PLATE
OF PLATE IS WELDED TO COLUMN FLANGE TO
KEEP IT IN PLACE.
2. IF EXISTING PLATES STOP AT EDGES OF W6x
FLANGES, JUST REMOVE/ CUT PLATE LOOSE FROM
COLUMN. BURN OUT EXISTING BOLTS THAT
ANCHORED PLATE TO WALL 1" BELOW THE
CONCRETE SURFACE. CLEAN HOLE OF SLAG
LOOSE MATERIAL AND PATCH OVER WITH EPOXY.
A1
SECTION
1"=1'-0"
D1
PLAN DETAIL
1"=1'-0" D2
SECTION
1"=1'-0" D3
PLAN DETAIL
1"=1'-0"
B1
CONNECTIONS
MODIFICATION TO EXISTING
1"=1'-0" B2
PLAN SECTION
1"=1'-0" B3
SECTION
1"=1'-0"
/2
1/2 "
/2
1/2 " 1/2 "
/2
5'-0" TYP. (FIELD VERIFY)
1/2 "
MIN
4 1/2 "
8"
1/2"
EXIST'G TRUSS
TOP CHORD, WT5x
STEM OF EXST
WT5x
EXIST WT5x
TRUSS TOP
CHORD
EXIST WT5x
TRUSS TOP
CHORD
1/4
(T Y
P
/4
(MIN. SHEAR CAPACITY 3.80 KIPS/BOLT)1'-0"
MIN
6"
@ 2'-0" O.C.
EXP. BOLTS
1'-0" @ 2'-0" O.C.
EXP. BOLTS
1'-0"
V E
R
IF
Y F
IE
L O
W W
A
N C
M
IN
* VERIFY DIMENSON. W6x BRACES
ARE SLOPING BETWEEN GRIDS 8
& 9 AND BETWEEN GRIDS 15 & 16
TO MISS C4x OUTRIGGER AND
TRUSS BRACES
W6
BOLTS
EXIST
METAL
DECK
EXIST
C4x5.4
EXIST 1 3/4"x3/8"
P F.B. STIFF., E.F.
OF WT5x
TO EXIST MEMBERS PRIOR
WELD BET.
4 3/4"x8"x3/8" P &
EXIST 1 3/4"x3/8" P
& BASE PL
L
L
/2
C12x20.7
@ 2'-0" O.C.
EXP. BOLTS
8"
C12 x 20.7
L8" x 3/8" P
C12x20.7 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
L U D
IS
T R
IC
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
SF520
E
S
IG
N B
R A
N C
H L E
E
C H
E N S P
O H
A N
S I
D
A U T
H E
S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
D E
T A
IL
S
F T S
H A
F T
E R
H A
W A
51 64
2 3
C
4 5
A
B of Engineers
US Army Corps
/3
/2
:1
:5
P
M D
A T
E T
IM
E
M O
D E
L N
A M
E
M O
D E
L N
A M
E
F
IL
E L
F
IL
E
P L
O T
D R
IV
E R
P E
N T
A B
L E
P
E N
T B
L S
P
L T
D R
V S
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
TRIM 4"x3/8" P &
CONTINUE ON
ONE SIDE OF
TOP CHORD
NEAR DIAG. WEB
L
1/4
LWELD P 4 X 3/8
THK. TO BOT.
OF TOP CHORD
IN FIRST PANEL
1/4 x 2" LG.
1/4 x 2" LG.
1/4 x 2" LG.1/4 x 2" LG.
L4x3x1/4 CONT.
@ SECOND
DIAG. WEB
L4x3x1/4 @
FIRST BOT.
PANEL POINT
EXIST'G
L2 1/2x2 1/2x1/4
DIAG. WEB
L4x3x1/4x 8" LONG
BOLT @ 5"
O.C.
D1
SECTION
1"=1'-0" D3
ANGLE TO CONC. WALL CONN.
1"=1'-0"
Q
E Q
EXIST'G WT5x
TRUSS TOP
CHORD
NOTE:
CONNECT L4x3x1/4 TO
CONCRETE WALLS @
GRIDS 8 & 16. SEE D3/SF521
FOR CONNECTION.
A U T
H
SF521
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
L U D
IS
T R
IC
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
F
IL
E N
U M
B
S
IG
N B
R A
N
E
C H
E N S P
O H
A N
S I
D
E S
E S
:1
B U
IL
D
IN
G
F O
R T S
H A
F T
E R
H I -5
T A
S
H A
F T
E R
H A
W A
52 64
SHORE PERIMETER
OF SLAB BEFORE
START OF REPAIRSHORE
FILL VOID W/ REPAIR MORTAR
OR CONCRETE, SEE REPAIR
NOTES
SAWCUT EDGES
TO 1/2" DEPTH
REMOVE UNSOUND CONCRETE
& CONCRETE 3/4" TO 1" AROUND
REBAR.
ADD REINF IF SECTION LOSS
EXCEED 20%. SEE DETAILS ON
SF707 FOR REINFORCING
REPAIR & STRENGTHENING OF
LONGITUDINAL & SUPPORT
BARS.
VA
R
IE
S
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
/2
'-0
7/
/ 2
2:
: 1
PM
R
EP
AI
R
B U
IL
D
IN
G
, Q
UA
D D
SC
HO
FI
EL
D
BA
R R
AC
K S , O
A H U, H A W
AI
I
JU
LY
TA
HONOLULU DISTRICT
BH BH
SF701
H O
N O
LU
LU
D
IS
TR
IC
T
FT
S H
AF
TE
R , H
AW
A I
I
D
ES
IG
N
B R
AN
C
H H
O N
O
LU
LU
E
N G
IN
EE
R D
IS
TR
IC
T
H O
N O
LU
LU
, H I
ES
SP
AL
L R
EP
AI
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .