W912QR20R0087_Plans-0004.pdf
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- Attached to
- Scott AFB B1600 Renovation Federal contract opportunity
- Solicitation number
- W912QR20R0087
About this file
This document provides details for a federal contract opportunity for the renovation of Building 1600 at Scott Air Force Base. The U.S. Army Corps of Engineers Louisville District will issue a Request for Proposal for the complete interior and exterior renovation of the 314,000 square foot Air Mobility Command Headquarters facility. The scope of work includes replacement of all mechanical, electrical, plumbing, and communications systems. The contract duration is 1260 calendar days. The acquisition will utilize a firm-fixed-price contract and full and open competition selection process following a trade-off best value approach. The construction magnitude is estimated between $100-250 million. The solicitation will be available on the SAM.gov website and amendments posted there; registration on SAM.gov is required to be eligible for award.
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Text version
TOP OF SLAB
EXIST. STEEL
JOIST
EXIST. BEAM
EXIST. CONCRETE SLAB
PL3X2 1/2
BETWEEN JOISTS
W24 COL.
W16 BEAM
3/16
5 - #7
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"3'-0"
W24 BEAM NOTE :
1. NO BARS TYP.
1 - #8 CENTERED ON COL. BENEATH #7 BARS @ A4A.
ADDITIONAL #8 @ A4B.
2. SEE D6/S-503 FOR W16 CONN. INFO.
2'-10"
2' -4
2' -8
2'-10"2'-10"
2'-10"
5/16THREE SIDE
STIFF TO
W24 COL.
STIFF. PL1/2" E.S.
AT LEVEL TWO
NOTE 1
SIDEPLATE CONN.
SEE S-700 SERIES
DRAWINGS
TOP OF STEEL
AT EXIST. BEAM
PROVIDE ANGLES
PER A4/S-504 TO
BRACE EXIST. BEAM
EXIST. STEEL
JOIST
EXIST.
BEAM
METAL ROOF DECK
PL3X2 1/2
BETWEEN JOISTS
W24 COL.
BEAM
2"
3/16
3"
3/16" BENT
PLATE
1/4" PLATE
(CONT.)
3/16 2-12
TOP OF STEEL
SEE D6/S-503
FOR W12 BEAM
CONN. INFO.
SIDEPLATE CONN.
SEE S-700 SERIES
DRAWINGS
PROVIDE ANGLES
PER A4/S-504 TO
BRACE EXIST. BEAM
TOP OF SLAB
2" ±
EXIST. STEEL
JOIST
EXIST. BEAM
EXIST. CONCRETE SLAB
W24 COL.
W24 BEAM
5 - #7
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"3'-0"
5/16THREE SIDE
STIFF TO
W24 COL.
STIFF. PL1/2" E.S.
AT LEVEL TWO
W16 BEAM
NOTE 1
SIDEPLATE CONN.
SEE S-700 SERIES
DRAWINGS
TOP OF STEEL
AT W16
NOTE :
1. NO BARS TYP.
1 - #8 CENTERED ON COL. BENEATH #7 BARS @ B4A.
ADDITIONAL #8 @ B4B.
2. SEE D6/S-503 FOR W16 CONN. INFO.
2'-10"
2' -4
2' -8
2'-10"2'-10"
2'-10"
PROVIDE ANGLES
PER A4/S-504 TO
BRACE EXIST. BEAM
TOP OF STEEL
EXIST. STEEL
JOIST
EXIST. BEAM
METAL ROOF DECK
W24 COL.
BEAM
1/4" PLATE
(CONT.)
3/16" BENT
PLATE
3/16 2-12
PL3X2 1/2 CONT
DECK SCREWS AT
EACH RIB
3/16 2-12
1/4" BENT
PLATE CONT
W / S
LO
P
E V
A R
IE
S
3/163"
TOP OF STEEL
2"
SEE D6/S-503
FOR W12 BEAM
CONN. INFO.
SIDEPLATE CONN.
SEE S-700 SERIES
DRAWINGS
PROVIDE ANGLES
PER A4/S-504 TO
BRACE EXIST. BEAM
1'-0"
EXIST. BEAMW24 BEAM
R.9 T
L2X2X3/16 @ 2'-0"
3/16" BENT PL
1/2" DBA @ 1'-4"
#4 @ 1'-0"
DRILL AND ADHESIVE
ANCHOR INTO EXIST.
SLAB W/ 6" EMBED
TOP OF SLAB
NOTE :
SEE B4/S-503 AND
B3/S-501 FOR INFO
NOT SHOWN
3/16 1 1/2
MIN. TOP
AND BOT.
EXIST.
STEEL JOIST
#4 CONT.
EXIST.
CONCRETE
SLAB
18.1
2" 4" 4" 2"
2 3/4"
3/16
TOP
AND
BOT.
TYP. SINGLE
ANGLE CONN.
W24
W21
HSS4X4
4 - 7/8"Ø BOLTS ON 8" GAGE
PL3/4X12 X 1'-0"
PL3/4X8 X 1'-0"
4 - 7/8"Ø BOLTS
ON 5 1/2" GAGE
CJP FILL VALLEY
W12
3/8" DOUBLER PLATE -
SEE NOTES
1. DOUBLER PLATE TO BE LOCATED ON WEB FACING TO
THE EXTERIOR OF THE BUILDING.
2. DOUBLER PLATE TO BE CONTINUOUS BETWEEN BASE
PLATE AND STIFFENER PLATE AT 2 3/4" ABOVE THE
LEVEL TWO TOP OF STEEL REFERENCE ELEVATION.
3. WELD DOUBLER PLATE TO STIFFENER PLATE WITH CJP
GROOVE WELD.
NOTES :
6" 1'-1"
W18
1/
4"
/2 " R
W24, NOTE 1 REDUCED BEAM SECTION CUT TO
COMPLY WITH FABRICATION
REQUIREMENTS IN AISC 358
SECTION A-A
PROTECTED ZONE
CJP, BEAM WEB
TO COLUMN
FLANGE
NOTE 2
5/16
NOTE 4
NOTE 3
5/16BACK UP BAR TO
COL
PL 3/8 WITH BOLTS AS
REQUIRED FOR ERECTION
1. SIDEPLATE CONNECTION NOT SHOWN FOR CLARITY.
2. CJP, DEMAND CRITICAL, BACK UP BAR TO REMAIN, REMOVE WELD TABS.
3. CJP, DEMAND CRITICAL, REMOVE BACKUP BAR AND BACKGOUGE.+
4. AFTER ROOT IS CLEANED AND INSPECTED.
A A
NOTES :
MAX.
5"
W
9"
W
2"
W
1/
2"
W
W12 @ LEVEL FOUR
W16 @ LEVEL THREE
AND LEVEL TWO
U.N.O.
SIDEPLATE CONN. -
SEE S-700 SERIES
DRAWINGS
2 - L4X4X3/8
COPE IF REQD.
2 - 6X4X3/8
6" 5/16
5/8" RETURN
TOP AND
BOTTOM
5/16
THREE
SIDES
CJP, EA.
FLANGE
5/16
5/8" RETURN
TOP AND
BOTTOM
5/16
THREE
SIDES
EXIST.
BEAM
EXIST.
JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB W/
6" MIN. EMBED. 5 - #6 CONT.
EXIST. JOIST
EXIST. CONC.
SLAB
PL3X2 1/2 X 1'-0"
BETWEEN JOISTS
3/16
EXIST.
BRIDGING
EXIST. PL
2'-6"6"
8" 1'-8" ± 8"
EXIST. BEAM
EXIST.
JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB
W/ 6" MIN. EMBED.
5 - #6 CONT.
EXIST.
JOIST
EXIST. CONC.
SLAB
2'-6"6"
3/16
PL3X2 1/2X1'-0"
BTWN.
JOIST BRG.
8" 1'-8" ± 8"
5/16
THREE
SIDES
STIFFENER
PL1/2" E.S. EXIST. CONCRETE
SLAB
EXIST. BEAM
COVER PLATES WHERE
INDICATED ON SCHEDULE
EXIST.
8WF COL.
LEVEL TWO
TOP OF STEEL
DECK
SUPPORT ANGLE
REMOVE EXIST. WIND CLIP
BOLTS AS REQUIRED TO
INSTALL STIFFENERS.
NOTE :
1/
4"
1" = 1'-0"A4
SECTION
1" = 1'-0"A3
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"B3
SECTION
US Army Corps of Engineers ® Louisville District
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CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
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M D
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CERTIFIED FINAL SUBMITTAL (RTA)
S
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1" = 1'-0"A2
SECTION
1" = 1'-0"A1
SECTION
1 1/2" = 1'-0"B1
PLAN DETAIL
3/4" = 1'-0"C1
SECTION
B4B B4A
A4A
1" = 1'-0"D6
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"D3
SECTION
1" = 1'-0"C2
SECTION
A4B
M A
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IN
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C O
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W
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H A
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N D
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N T
/3
/2
W
2Q R
R
-0
EXIST.
SLAB
EXIST. BEAM
EXIST. JOIST
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0"6"
EXIST. BEAM
TYP. SINGLE PLATE
BEAM CONN.
EXIST. CONC.
SLAB
#4 @ 12", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED. DRILL
THRU PLATE IF EXIST.
1'-0"6"
EXIST. EDGE
PLATE
EXIST. BEAM
OR JOIST
NOTE :
SLAB TO BE SHORED DURING CONSTRUCTION.
HSS4X2 1/2X3/16
EXIST. BEAM
(3/16) 2-8
TYP. SINGLE PLATE
BEAM CONN.
EXIST. JOIST
EXIST.
CONC. SLAB
8" 1'-8" ±
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-6"6"
EXIST. BEAM
5 - #6 CONT.
EXIST. EDGE OF
SLAB BEYOND
EXIST.
BRIDGINGEXIST. BEAM
EXIST. JOIST SEAT
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
EXIST. CONC.
SLAB
EXIST.
BRIDGING
EXIST. JOIST,
EXIST. BEAM
@ SIM.
2'-0"6"
EXIST. ANGLE
TYP. SINGLE
PLATE BEAM CONN.
3/16 2-8
EXIST. CONC.
SLAB
EXIST. JOIST,
JOIST PARALLEL
TO BEAM AT SIM.
EXIST. BEAM
PL3X2 1/2
BETWEEN JOISTS
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
11"6"
3/16" BENT PL
3/4"ØX3 1/2" HSA
1 PER PL3X2 1/2
LIGHT GAGE
CLOSURE PL
3/16 2-12
PL TO
PL3X2 1/2
3/16
PL1/2" EA. SIDE
PL1/2" EA.
END
EXIST. BEAM
PL3/8"X12X1'-1" W/
2 - 5/8"Ø EXPANSION
ANCHORS W/ 3 1/8"
EMBED ON 10" GAGE
4 1/2"
EXIST. STEEL
JOIST
HSS6X6
1"3" 3"
7/8"Ø THRU BOLT
FINGER TIGHTEN
AND UPSET THREADS
L3X3X1/4
HSS6X6 W/
2" LONG VERT.
SLOTTED HOLES
3/16 3
EA.
END
4"
BEARING
6"
HSS6X4
(1/8)
15.8 15.7
W18
W16
EXIST. 16B
EXIST.
JOIST
HSS4X2 1/2X3/16(3/16) 2-12
PL3/8" EA.
END
EXIST. BEAM
EXIST. STEEL
JOIST
ORIENTATION
VARIES
L2 1/2X2 1/2X3/16 @ 4'-0"
3/16 3
EA.
END
US Army Corps of Engineers ® Louisville District
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CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
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B
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M D
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CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
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D R
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A F
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B U
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1" = 1'-0"D5
SECTION
1" = 1'-0"C3
SECTION
1" = 1'-0"C2
SECTION
1" = 1'-0"D4
SECTION
1" = 1'-0"D3
SECTION
1" = 1'-0"D2
SECTION
1" = 1'-0"D1
SECTION
1" = 1'-0"A5
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"A3
SECTION
M A
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W
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H A
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N D
M E
N T
/3
/2
W
2Q R
R
-0
(3/16) 2-8
EXIST. CONC.
SLAB
EXIST. JOISTEXIST. BEAM
HSS4X2 1/2X3/16
BETWEEN JOISTS
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0" 6"
EXIST. EDGE OF
SLAB LOCATION
(3/16) 2-8
EXIST. CONC.
SLAB
EXIST. JOIST EXIST. BEAM
HSS4X2 1/2X3/16
BETWEEN JOISTS
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0"6"
EXIST. EDGE OF
SLAB LOCATION
DECK ORIENTATION
VARIES
EXIST. CONC.
SLAB
EXIST. BEAM
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0"6"
DECK ORIENTATION
VARIES
EXIST. EDGE OF
SLAB LOCATION
EXIST. JOIST EXIST.
BRIDGING
EXIST. CONC.
SLAB
BRIDGING. SIZE,
LOCATION AND
SPACING TO
MATCH EXIST.
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"
3/16" BENT
PLATE
EXIST. JOIST
OR BEAM
SHORE SLAB
DURING
CONSTRUCTION
EXIST.
BRIDGING 3/16 2-12
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0"6"
BRIDGING. SIZE,
LOCATION AND
SPACING TO
MATCH EXIST.
EXIST. JOIST
OR BEAM
SHORE SLAB
DURING
CONSTRUCTION
EXIST.
BRIDGING
EXIST. CONC.
SLAB
EXIST. JOIST
EXIST. BEAM
EXIST. CONC.
SLAB
EXIST. BEAM,
NEW BEAM @ SIM.
EXIST. BEAM
EXIST. CONC.
SLAB
EXIST. BEAM
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0" 6"
TYP. SINGLE PLATE
BEAM CONN.
EXIST. BEAM
(3/16) 2-8
HSS4X2 1/2X3/16
EXIST. CONC.
SLAB
EXIST. BEAM
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-6"6"
8" 1'-8" ±
EXIST. JOIST
EXIST. EDGE OF
SLAB BEYOND
5 - #6 CONT.
EXIST.
BRIDGING
TYP. SINGLE PLATE
BEAM CONN.
EXIST.
BEAM
EXIST.
JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB W/
6" MIN. EMBED.
5 - #6 CONT.
EXIST. JOIST
EXIST. CONC.
SLAB
PL3X2 1/2 X 1'-0"
BETWEEN JOISTS
3/16
EXIST.
BRIDGING
EXIST. PL
2'-6"6"
10"
8" 1'-8" ± 8"
5/16 2-24
WELD
CONT.
FOR 18"
E.E. E.E.
NEAREST
PANEL
POINT
L2X2X1/4 BRACE
SEE PLAN FOR
LOCATIONS
L2X2X1/4 @ 2'-0" O.C.
AT ENDS, PROVIDE
PL1/2X18" EA. SIDE
W/ 5/16"X18" CONT.
FILLET WELDS
1/4 2
1/4
CHANNELS, SEE
PLAN FOR SIZE
(OMIT AT SIM.)
2 - 3/4"Ø X 0'-3 1/2" HSA
AT EACH PL3X2 1/2
8" 1'-8" ± 8"
EXIST. BEAM
EXIST. JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB W/
6" MIN. EMBED. 5 - #6 CONT.
EXIST. JOIST
EXIST. CONC.
SLAB
EXIST.
BRIDGING
2'-6"6"
EXIST. BEAM
(3/16) 2-8
HSS4X2 1/2X3/16
SEE C1/S-501 FOR
INTERIOR SLAB EDGE
INFO.
EXIST. BEAM
8" 1'-8" ± 8"
EXIST. EDGE OF
SLAB BEYOND
5 - #6 CONT.
(3/16) 2-8
TYP.
HSS4X2 1/2X3/16
HSS4X2 1/2X3/16
EXIST. CONC.
SLAB
EXIST. BEAM
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
1'-4"6"
3/16" BENT
PLATE
EXIST. ANGLE
EXIST. JOIST SEATS
3/16 2-12
3/16 2-8EXIST. CONC.
SLAB
EXIST. JOIST
EXIST. BEAM
HSS4X2 1/2X3/16
BETWEEN JOISTS
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
11"6"
EXIST. BEAM
EXIST.
JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB
W/ 6" MIN. EMBED.
5 - #6 CONT.
EXIST. JOIST
EXIST. CONC.
SLAB
2'-6"6"
1'-0"
3/16
5/16 2-24
WELD
CONT.
FOR 18"
E.E. E.E.
NEAREST
PANEL
POINT
PL3X2 1/2
X1'-0" BTWN.
JOIST BRG.
CHANNELS
SEE PLAN
FOR SIZE
1/4 2
1/4
L2X2X1/4 @ 2'-0" O.C.
AT ENDS, PROVIDE
PL1/2X18" EA. SIDE
W/ 5/16"X18" CONT.
FILLET WELDS
L2X2X1/4 BRACE
SEE PLAN FOR LOCATIONS
8" 1'-8" ± 8"
2 - 3/4"Ø X 0'-3 1/2" HSA @ EA. PL3x2 1/2
(3/16) 2-8
EXIST. CONC.
SLAB
EXIST. JOIST EXIST. BEAM
HSS4X2 1/2X3/16
BETWEEN JOISTS
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-0"6"
DECK ORIENTATION
VARIES
US Army Corps of Engineers ® Louisville District
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CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-505
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A5
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"A3
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A1
SECTION
1" = 1'-0"B5
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"B3
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"C5
SECTION
1" = 1'-0"C3
SECTION 1" = 1'-0"C2
SECTION
1" = 1'-0"B1
SECTION
1" = 1'-0"D5
SECTION
1" = 1'-0"D4
SECTION
1" = 1'-0"D3
SECTION
1" = 1'-0"C1
SECTION
1" = 1'-0"D1
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
HSS10X4
RAIL SUPPORT STEEL
PL 1" TYP.
4"
HSS10X6X1/4
PL3X2 1/2
PL 3/8 E.S.
HSS10X4, RAIL
SUPPORT STEEL
3/16
7/8" Ø A307 THRU BOLT
W/ 2" LONG VERT. SLOT
IN HSS. FINGER TIGHTEN
AND UPSET THREADS
2" 1"
3/16
EXIST 16WF
2 - HSS10X6X1/4
CUT TO FIT IN
EXIST 16WF AND
ALIGN W/ HSS10X4
BELOW
B3
S-506
5"
L3X3X1/4
PL3/8
L2X2X1/4 CENTERED
ON HSS
3/16 2 E.E.
3/16 2-12
MC18,SEE A2/S-508
FOR CONN. @
E.E. OF MC18
SEE ARCH
FOR STAIRS
5"
1/2"Ø X 1'-6"
DBA @ 16"
SEE PLAN
FOR LOCATION
PL3/8
1"
PL1/2X4 X 1'-4"
1/4
2 - 1/2"Ø SCREW
ANCHORS W/ 2 1/2"
EMBED ON 13" GAGE
6"
3/16
3/16
2"
1" M
IN
2" M
IN
1/2"
3"
3/16
1/4
1/4
1/2" RETURN
AT TOP
L3 1/2X3X5/16 X 0'-4" E.S.
HSS12X6
PL3/8X6XVARIES E.S.
HSS6X6
7/8"Ø A307 THRU
BOLT W/ 2" LONG
VERT. SLOT IN HSS
FINGER TIGHTEN
AND UPSET THREADS
HSS6X6
4"
T
HSS12X6 SEE D1/S-508
FOR HSS TO
EXIST. 14B
CONN. INFO.
EXIST. 14B
W24
1D
NOTE :
ALL EXPOSED STEEL TO
BE GALVANIZED.
TOP OF SLAB
'-6
2.
0°
5.000°
W.P.
MAIN CANOPY CONCRETE
PEDESTAL AND FOUNDATION,
SEE DETAIL A4/S-307
TAPERED HSS18X6,
SEE DETAIL C3/S-509
FOR PROFILE
5-HSS5X5 EQUALLY SPACED,
DRILL 1/2"Ø WEEP HOLES @ 5'-0"
SPACING ON BOTTOM OF HSS5X5W.P.
(1/4)
GRIND SMOOTH
INSULATED METAL PANEL,
ATTACH TO EACH HSS5X5 W/
1/4-20 TEK 5 SCREWS @ 20" SPACING
W.P.
B3
S-509 9"2'-0"
12'-4"
6'-11" 1'-0"
3' -6
SLOPING
HSS18X6
COLUMN
TOP OF SLAB
'-6
W.P.
5.000°
3' -0
W.P.
SMALL CANOPY CONCRETE
PEDESTAL AND FOUNDATION,
SEE DETAIL A2/S-307
INSULATED METAL PANEL,
ATTACH TO EACH HSS4X4 W/
1/4-20 TEK 5 SCREWS AT
20" SPACING
TAPERED HSS14X6,
SEE DETAIL D3/S-509
FOR PROFILE
4 - HSS4X4 EQUALLY SPACED,
DRILL 1/2"Ø WEEP HOLES @ 5'-0"
SPACING ON BOTTOM OF HSS4X4
W.P.
(1/4)
GRIND
SMOOTH
B3
S-509
NOTE :
ALL EXPOSED STEEL TO
BE GALVANIZED.
6"2'-0"
7'-3"
4'-10" 1'-0"
2.
0°
SLOPING
HSS14X6
COLUMN
3/16
THREE SIDES,
GRIND SMOOTH
(3/16)
HSS5X5 OR
HSS4X4
TAPERED HSS
NOTE :
INSULATED METAL PANEL
NOT SHOWN FOR CLARITY.
S-508
D1 S-509
A3
HSS6X6
HSS12X6HSS6X6
W16
EXIST
14B
A4
S-509 W24
T
1. POST, PURLINS, AND INSULATED METAL PANEL ARE
NOT SHOWN FOR CLAIRTY.
2. REMOVE BOTTOM WALL OF HSS14X6 AND WELD PL3/8
TO WEB IN PROFILE. SEE B3/S-509.
3. REMOVE BURRS AND CLEAN EDGES ALONG WEB CUTS.
GRIND EXPOSED WELDS SMOOTH.
1'-6" 3'-6" 10" 7'-0"
2'-3"
W.P.
3 "
4 " 3 "
PL3/8X6 (TYP.)
TYP. (1/4)
EACH
SIDE
(TYP.)
DRILL 1/2"Ø WEEP HOLE
CENTERED IN TUBE WALL
20° TYP.
5 "2 "
3 "
NOTES :
SEAL WELD CAP PLATE
EA. END, GRIND TOP
CORNERS OF WELD PLATE
TO MATCH HSS14X6
CORNERS EA. END OF
TUBE
HSS14X6
T Y
P
1"
2" 2"
10"
1'-0" 1" TYP.
REMOVE BURRS AND CLEAN EDGES
ALONG EXPOSED WEB CUTS.
PL1/4, CLIP CORNERS
3/16 FOUR SIDES,
GRIND SMOOTH
NOTE :
20.000°
TYP.
@ B5A
T Y
P
B
5A
1/ 2"
INSULATED
METAL PANEL
PL1/2X7"X CONT.
EXIST. 16B
14B @ SIM.
1/4 2-12
14" CONT.
@ E.E.
EXIST. 16WF
3/16 2-12
6" CONT.
@ E.E.
4 - L3 1/2X2 1/2X1/2
L.L.V. CONT. TOP
AND BOTTOM
2'-0" 4'-11" 1'-0"
11'-4" 3'-0"
W.P.
20° TYP.
PL3/8X6 (TYP.)
TYP.DRILL 1/2"Ø WEEP HOLE
CENTERED IN TUBE WALL
HSS18X6
(1/4)
EACH
SIDE
(TYP.)
1. POST, PURLINS, AND INSULATED METAL PANEL ARE
NOT SHOWN FOR CLAIRTY.
2. REMOVE BOTTOM WALL OF HSS18X6 AND WELD PL3/8
TO WEB IN PROFILE. SEE B3/S-509.
3. REMOVE BURRS AND CLEAN EDGES ALONG WEB CUTS.
GRIND EXPOSED WELDS SMOOTH.
NOTES :
SEAL WELD CAP PL EA. END,
GRIND TOP CORNERS OF
WELD PLATE TO MATCH
HSS18X6 CORNERS EA. END
OF TUBE
5 1 /4" 3 "
5 " 4 "
6 "
2 " 4 "
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
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L E
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W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I 'D
F
IL
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N A
M E
IS
S
U E
D A
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C O
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R A
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N O
S O
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A
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IO
N N
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F
IL
E N
U M
B E
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1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-509
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A5
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"A3
SECTION
3/8" = 1'-0"A1
SECTION
3/8" = 1'-0"C1
SECTION
1" = 1'-0"B3
SECTION
1/4" = 1'-0"B4
SECTION
1/2" = 1'-0"D3
SECTION
1" = 1'-0"B5
SECTION
1" = 1'-0"D5
SECTION
1" = 1'-0"C5
SECTION
1/2" = 1'-0"C3
SECTION
B5A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
2'-0"
FACE OF
BRICK
HSS20X8
3/16 2-12 L5X3X1/4
CONT. L.L.V.
EXIST. 16WF
HSS20X12
(3/16) 2-12
TYP.
TYP.
PL1 1/2X8"X1'-0"
TOP OF SLAB
PL3X2 1/2
BETWEEN JOISTS
3/16
2'-0"
FACE OF
BRICK
HSS20X83/16 2-12
TYP.
L5X3X1/4
CONT. L.L.V.
/8
G
A P
M
IN
4"
PUDDLE
WELD DECK
TO JOIST
@ ANGLE,
PUDDLE WELD
DECK TO ANGLE
NOT TO JOIST TOP OF SLAB
PL3X2 1/2
BETWEEN JOISTS
3/16 2-8
3/4"Ø X 0'-3 1/2" HSA
AT 24"
3/16 2-12
TYP.
SHORE EXIST.
JOISTS TO REPLACE
BEAM
2'-0"
FACE OF
BRICK
HSS20X8
3/16 2-12
L5X3X1/4
CONT. L.L.V.
EXIST. 21WF
TYP.
/8
G
A P
M
IN
4"
PUDDLE
WELD DECK
TO JOIST
@ ANGLE,
PUDDLE WELD
DECK TO ANGLE
NOT TO JOIST
4"
1'-6" 6"
PL3X2 1/2 X 0'-6"
@ 24" O.C. BETWEEN
JOISTS 3/16
EA.
END
NEAREST PANEL POINT
1 - 3/4"Ø X 0'-3 1/2" HSA
AT EA. PL3X2 1/2
L2X2X1/4 BRACE -
LOCATE PER PLAN
#5 @ 18" DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB W/
6" EMBED
3/16 2-12
TYP.
TOP OF SLAB
COVER PLATE -
SEE PLAN5/16 2-12
WELD 18"
CONT.
EA. END
EXIST. PL 5/16"
2'-0"
FACE OF
BRICK
HSS20X8
3/16 2-12
L5X3X1/4
CONT. L.L.V.
EXIST. 21WF
3/16 2-12
TYP.
TYP.
/8
G
A P
M
IN
4"
6"
PUDDLE
WELD DECK
TO JOIST
@ ANGLE,
PUDDLE WELD
DECK TO ANGLE
NOT TO JOIST
4"
1'-6" 6"
#5 @ 18" DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB W/
6" EMBED
PL3X2 1/2
BETWEEN JOISTS
3/16 2-8
LIGHT GAGE
CLOSURE PLATE
TOP OF SLAB
EA.
END
NEAREST
PANEL
POINT
3/4"Ø X 0'-3 1/2" HSA
AT 24"
L2X2X1/4 BRACE -
LOCATE PER PLAN
EXIST. PL 5/16"
2'-0"
FACE OF
BRICK
HSS20X8
3/16 2-12 L5X3X1/4
CONT. L.L.V.
EXIST. 24WF
3/16 2-12
TYP.
TYP.
/8
G
A P
M
IN
4"
1'-6" 6"
#5 @ 18" DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB W/
6" EMBED
PL3X2 1/2 X 0'-6"
AT 24" 3/16
1 - 3/4"Ø X 0'-3 1/2" HSA
AT EA. PL3X2 1/2
TOP OF SLAB
EXIST. PL 5/16"
2'-0"
FACE OF
BRICK
HSS20X8
3/16 2-12 L5X3X1/4
CONT. L.L.V.
EXIST. 24WF
3/16 2-12
TYP.
TYP.
/8
G
A P
M
IN
TOP OF SLAB
W18
PL3X2 1/2 X 0'-6"
AT 24"
3/16
1 - 3/4"Ø X 0'-3 1/2" HSA
AT EA. PL3X2 1/2
EXIST. PL 5/16"
SEE TYP. SINGLE
PLATE BEAM CONN.
INFO.
8 7
8"
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"2'-6"
5 - #6 CONT.
1/2"Ø DBA
X 2'-6" @ 1'-0"
3/16
3/16 2-12
5/16 2-24
TOP AND BOT.
12" CONT.
AT EA. END
EXIST. 16B
OR
EXIST. 16WF
PL3X2 1/2 X 1'-0"
BETWEEN JOISTS
TOP OF SLAB
L3X3X1/4 CONT.
3/16" BENT PL
FACE OF BRICK
1 - 3/4"Ø X 0'-3 1/2"
HSA @ EA. PL3X 2 1/2
SEE PLAN
FOR SIZE
10"
6"
R.9T
TOP OF SLAB
2'-4" 1'-10"
EXIST.
BEAM
W24
BEAM
W27
BEAM
CONTINUE METAL
DECK TO GRID R.9
TO USE AS FORM
FACE OF
BRICK
#5 @ 18" DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" MIN. EMBED
3'-10"6"
5 - #7 CONT.
(TYP.)
3 - #7 CONT.
4 - #7 ADDL.
(GRID 16.5 TO 15)
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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IS
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D
IS
T R
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L E
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W N
B Y
D E
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IG
N E
D B
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S U
B M
IT
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E D
B Y
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C H
E C
K E
D B
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A N
S I 'D
F
IL
E
N A
M E
IS
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D A
T E
C O
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R A
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N O
S O
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IC
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A
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IO
N N
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B E
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1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-510
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A5
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A1
SECTION
1" = 1'-0"B1
SECTION 1" = 1'-0"B2
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"B5
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
1 1
W
2Q R
R
-0
1/
2"
1/2"
4" 3"
1"
1/2"
9" 11"
3/16
3/16
(3/16)
3/16
3/16
(3/16)
3/16
3/16
HSS6X6
PL1/2" E.S.
EXIST. BEAM
HSS6X6X1/4
HSS6X3
HSS6X6
PL3/8"X6"X1'-1" W/
2 - 5/8"Ø EXPANSION
ANCHORS W/
3 1/8" EMBED
ON 10" GAGE
7/8"Ø THRU BOLT -
FINGER TIGHTEN AND
UPSET THREADS
HSS6X6X1/4
W/ 2" LONG VERT
SLOTTED HOLE
3"
EXIST. STEEL
JOIST
1/
2"
1/2"
4" 3" 1"
1/2"
9" 11"
HSS6X6
PLATE
1/2" E.S.
EXIST. BEAM
HSS6X6X1/4
HSS6X3
HSS6X6
7/8"Ø THRU BOLT -
FINGER TIGHTEN AND
UPSET THREADS
HSS6X6X1/4 W/ 2" LONG
VERT SLOTTED HOLE
EXIST.
JOIST
NOTE :
SEE A1/S-514
FOR INFO. NOT
SHOWN
3"
TOP OF STEEL
HSS10X8
HSS8X8
HSS8X8
(3/16)
3/16
3/16
(3/16)
TOP OF STEEL
HSS10X8
HSS8X8
3/16
(3/16)
3/16 2-12
TYP
TOP OF STEEL
HSS12X8
L3X3X1/4 DECK
SUPPORT FOUR SIDES
HSS6X6 - SEE A1/S-512
FOR CONN. INFO @
EA. END OF HSS6X6
TOP OF STEEL
1/4
(1/4)
1"
HSS8X8
HSS10X8 BEYOND
HSS12X8
TOP OF STEEL
1/4
(1/4)
HSS8X8
HSS12X8
3/16
HSS6X6
EXIST BEAM
HSS6X6X1/4
NOTE :
SEE A2/S-514
FOR INFO. NOT
SHOWN.
EXIST. STEEL
JOIST
1/
2"
NOTE :
SEE B3/S-503 FOR
PLATE INFO.
PL3X2 1/2 CONT.
METAL ROOF DECK
1/2"
HSS6X6
EXIST. BEAM
HSS6X6X1/4
NOTE :
SEE A3/S-503 FOR
PLATE INFO.
PL3X2 1/2 CONT.
METAL ROOF DECK
EXIST. STEEL
JOIST
NOTE :
SEE A1/S-514
FOR INFO. NOT
SHOWN.
1/2"
1/
2"
TOP OF SLAB
3/16 2-12
(3/16) 8
HSS9X5
TO
HSS10X8
HSS9X5 1/2"Ø X 18" DBA @ 12"
SEE B2/S-513
FOR SLAB INFO
L4X4X5/16
STAIR
STRINGER
HSS10X8
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
IL
L E
D
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T R
IC
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L O
U
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V
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L E
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Y D
R A
W N
B Y
D E
S
IG
N E
D B
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S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
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A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
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A
T
IO
N N
O
F
IL
E N
U M
B E
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1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-514
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A1
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A5
ELEVATION
1" = 1'-0"C1
ELEVATION
1" = 1'-0"C2
SECTION
1" = 1'-0"B3
ELEVATION
1" = 1'-0"B5
ELEVATION
1" = 1'-0"C5
SECTION
1" = 1'-0"C3
SECTION
1" = 1'-0"D1
SECTION
M A
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A C
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A N
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H A
M E
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M E
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/3
/2
1 1
W
2Q R
R
-0
8" 8" EXIST. COL#5 HAIRPIN
EXIST. 18" JOIST
EXIST. 24WF
EXIST. W16
W12
3" 3"
1"
PL 1/2" E.S.
3/16
3/16
TYP
HSS6X6 W/ 2" VERT
SLOTTED HOLE
3/8" FULL DEPTH
STIFFENER
W24
C15
TYPICAL DOUBLE
ANGLE CONN
STAIR STRINGER
HSS6X6 @ LEVEL TWO
HSS8X8 @ LEVEL THREE
2 - 3/4"Ø X 3 1/2"
HEADED STUDS
HSS10X8 A
A4
S-512
2"
1/2" PLATEHSS6X6X1/4
3/16
3/16
A
TOP OF SLAB
STRIP
FLANGE
2'-0"
1' -0
8" 8"
#5 HAIRPIN
2'-0"
1' -0
EXIST. 18" JOIST
EXIST. 24WF
W16
3" 3"
1"
PL 1/2" E.S.
3/16
3/16
TYP
HSS6X6 W/ 2" VERT
SLOTTED HOLE
3/8" FULL DEPTH
STIFFENER
W24
C15
TYPICAL DOUBLE
ANGLE CONN
STAIR STRINGER
HSS6X6 @ LEVEL TWO
HSS8X8 @ LEVEL THREE
2 - 3/4"Ø X 3 1/2"
HEADED STUDS
HSS10X8 A
A4
S-512
2"
1/2" PLATEHSS6X6X1/4
3/16
3/16
A
TOP OF SLAB
STRIP
FLANGE
3" 3"
1"
PL 1/2" E.S.
3/16
HSS8X8 W/ 2" LONG
VERT SLOTTED HOLES
W12
EXIST. 14B
EXIST. 14H JOIST
3/16
TYP
7/8"Ø THRU-BOLT -
FINGER TIGHTEN AND
UPSET THREADS
1/4
(1/4)
HSS10X8
W24
3/8" FULL DEPTH
STIFFENER
3 BOLT CONN
TOP OF STEEL
STRIP
FLANGE
3" 3"
1"
PL 1/2" E.S.
3/16
HSS8X8 W/ 2" LONG
VERT SLOTTED HOLES
W12
EXIST. 14B
EXIST. 14H JOIST
3/16
TYP
7/8"Ø THRU-BOLT -
FINGER TIGHTEN AND
UPSET THREADS
1/4
(1/4)
HSS10X8
W24
3/8" FULL DEPTH
STIFFENER
3 BOLT CONN
3/16" BENT PLATE
HSS6X6
EXIST. 16WF
EXIST. 8WF
TOP OF STEEL
STRIP
FLANGE
3/16 2-12
18.1
#5 @ 18" DRILL
AND ADHESIVE ANCHOR
INTO EXIST. SLAB W/ 6"
EMBED
EXIST. JOIST
EXIST. SLAB
9" 2'-4" ±
1'-0" LAP
8 -#8
2" 6"
TOP OF STEEL
(1/8) 1 1/2
#5 @ 18" DRILL
AND ADHESIVE ANCHOR
INTO EXIST. SLAB W/ 6"
EMBED (ASTM A706
WELDABLE REBAR)
EXIST. JOIST
EXIST. SLAB (5/16) 3
HSS10X3 1/2
#4 CONT.
1'-6" 1'-6"
TOP OF STEEL
9" 2'-1" 1"
W24
PL1/2X3 EA. SIDE
HSS10X3 1/2
CJP
(5/16)
#5 X 3'-0" @ 18"
DRILL AND ADHESIVE
ANCHOR INTO EXIST.
SLAB W/ 6" EMBED
EXIST.
SLAB
EXIST. JOISTS
SHORE DECK AS
REQD. FOR CONC.
PLACEMENT
4'-6"
9 - #7
EXIST. BEAM
3'-0" 6"
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
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S O
F E
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IN
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B M
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D B
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A N
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N A
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D A
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C O
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A
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1 2 3 4 5
D
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B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
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M A
R C
H
B U
IL
D
IN
G
S-515
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A1
SECTION
1" = 1'-0"A2
SECTION
3/4" = 1'-0"C1
SECTION
3/4" = 1'-0"C2
SECTION
1" = 1'-0"D1
SECTION
1" = 1'-0"D2
SECTION
1" = 1'-0"C3
SECTION
1" = 1'-0"D3
SECTION
M A
R K
D E
S C
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T
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N D
A T
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IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
DECK CONDITIONS VARY, SEE OTHER DETAILS
FOR DECK ATTACHMENT
NOTE :
SEE PLAN
V A
R
IE
S
/2
5 1/2"TEE CUT FROM
WT4X24X0'-10"
@ 6'-3"
PL3X2 1/2 CONT.
EXIST. JOIST
EXIST. BEAM
TOP OF
STEEL
1/4
4 - 3/4"Ø BOLTS
AT EA. WT @ 6"
3/16 2-12
WT5X11
CONT.
PL1/4"
1"Ø ROD W/
CLEVISE (TYP.)
WT5X11
1/4
1'-3"
TOP OF STEEL
1/4 10
PL1/4"
EXIST.
COLUMN
1/4X6" COVER PL
(OMIT AT GRID
A, T, AND Y)
HSS4X2 1/2
5/
8"
W.P.
A A
A-A
TOP OF STEEL
T S
NOTE 1
EXIST. COLUMN
EXIST. BEAM
EXIST. JOIST
EXIST. JOIST
PL3X2 1/2
BETWEEN JOISTS
2 - PLATES 5/8" (ONE
EA. SIDE OF WEB) W/
9 - 7/8"Ø BOLTS
ROOF DECK
HSS6X6
(GALV.)
C5
S-520 1'-0"
3"
SEE D2/S-516
FOR CONN. INFO
13/16
BOTH
PLATES
STIFF PLATE 1"
W14
STIFF PL 1/2"
EA. SIDE
(1/4)
THREE
SIDES
W24
3/16 2-12
TYP.
NOTE 2
NOTES :
1. CJP EACH FLANGE AND WEB TOP AND BOTTOM.
2. REMOVE EXIST. L4X4 EA. SIDE TOP AND BOTTOM AND CUT
EXIST. 8WF COL. FLUSH WITH EXIST. TOP OF STEEL.
W8 POST
A3
S-516
TOP OF STEEL
10 1/2"
1/
2"
EXIST. COL
EXIST. BEAM
EXIST. JOIST
W8
POST
PLATE 1/2" W/
4 - 7/8"Ø BOLTS
METAL ROOF
DECK
CJP
(POST TO EXIST. COLUMN)
2 PLATES - 5/8"
(1 EA. SIDE OF WEB)
W/ 18 - 7/8"Ø BOLTS
TYP.
1/4
TOP OF STEEL
DECK ATTACHMENT
AS SPECIFIED
PL3X2 1/2 CONT
METAL DECK
W / S
LO
P
E
V A
R
IE
S
1/4" BENT PLATE - CONT
3/16 2-12
PL3X2 1/2
BTWN JOISTS
3/16 2-12
TYP.
DECK ATTACHMENT
AS SPECIFIED
DECK ATTACHMENT
AS SPECIFIED
10" ± 10" ±
EXIST. BEAM
EXIST. JOISTEXIST. JOIST
1/4" PLATE STIFF @
2'-0" TO REMAIN
DECK SCREWS AS
SPECIFIED
EXIST. BENT PLATE
TO REMAIN
ROOF DECK
16GA PLATE CLOSURE
SLOPE SLOPE
1'-8" ±
9" ±
2" ±
9" ±
16GA PLATE CLOSUREDECK SCREWS AS SPECIFIED
EXIST. BEAM
EXIST. JOIST
EXIST. JOIST
1'-6 3/4" 1'-6 3/4"W14
HSS6X6
(GALV.)
WT CONNECTIONS
PER D2/S-518 BOTH
SIDES
PLATE 5/8" EA. SIDE
W/ 9 - 7/8"Ø BOLTS
W8 POST -
SEE B2/S-522
EXIST. COL
EXIST. BEAM
EXIST. JOIST
W36
STIFFENERS
AT W24 ONLY
B5
S-520
W24
A
A
13/16
13/16
1" PL.
5/8" PL.
EA. SIDE
A - A
STIFF PL1/2" EA.
SIDE OF HSS
1'-0"
HSS6X6 -
SEE A1/S-520
W24
DECK SCREWS @ 6"
(DECK ORIENTATION
VARIES)
5 1/2"WT6X53 X 1'-3"
SEE B3/S-503 FOR
CONTINUATION
1/4" BENT PL CONT.
EXIST. BEAM
TOP OF
STEEL
1/4
8 - 7/8"Ø BOLTS
@ 3" (4 EA. SIDE)
PL1/4
1/
2"
NOTCH PL3X2 1/2
1/4X6" COVER PLATE
3/16 2-12
37111415
B B
E
H
Q
U
X
A0 A0
1C20.1
Y.1
G.1
R.9
5'-0"
SUPPLEMENTAL
STEEL BRACING
PATTERN B (TYP.)
1 1/2" - 16 GA.
METAL ROOF DECK
(TYP.)
PATTERN A
SUPPLEMENTAL
STEEL BRACING
DECK ATTACHMENT
#12 SCREWS
PATTERN A = 36/7 WITH SIDE LAP SCREWS AT 6"
PATTERN B = 36/4 WITH SIDE LAP SCREWS AT 6"
W8 COL.
(ROTATED AT SIM.)
W24
A3
S-516
1'-4"
HSS6X6 PL5/8" EA. SIDE
W/ 18 - 7/8"Ø BOLTS
EXIST. TO
OF STEEL
NOTE :
SEE A4/S-520
AND A5/S-520
FOR INFO. NOT
SHOWN EXIST. 8WF COL
(ROTATED AT SIM.)
W14
A4
S-520
DECK CONDITIONS VARY, SEE OTHER DETAILS
FOR DECK ATTACHMENT
NOTE :
SEE PLAN
V A
R
IE
S
/2
WT4
PL3X2 1/2 CONT.
EXIST. JOIST
EXIST. BEAM
TOP OF
STEEL
NOTE :
SEE A3/S-516
FOR WT CONN.
INFO.
3/16 2-12BENT
PL1/4"
3/16 2-12
3"
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
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D B
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B M
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B Y
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C H
E C
K E
D B
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A N
S I 'D
F
IL
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N A
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IS
S
U E
D A
T E
C O
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R A
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N O
S O
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IC
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A
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IO
N N
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F
IL
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U M
B E
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1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-516
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A3
SECTION
1" = 1'-0"D1
PLAN DETAIL
1" = 1'-0"B1
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"B3
SECTION
1" = 1'-0"A1
SECTION
3/4" = 1'-0"D2
SECTION
1" = 1'-0"B5
SECTION
1" = 60'-0"C5
LEVEL FOUR DIAPHRAGM DESIGN
1" = 1'-0"A5
SECTION
1" = 1'-0"A4
SECTION
M A
R K
D E
S C
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N D
A T
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IN
A C
C O
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A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
1 1
W
2Q R
R
-0
TOP OF STEEL
EXIST. STEEL
JOIST
METAL ROOF DECK
EXIST. 14B
BEAM
1/4
EA. END
TYP.
PL3X2 1/2 CONT
1/4 2-12
W / S
LO
P
E V
A R
IE
S
W24 BEAM
SEE B3/S-503
L2X2X1/4
BRACING @ 5'-0"
PL1/4X6" CONT.
1/4" BENT PLATE
(CONT.)
3/16 2-12
3/16 2-12
= 1'-3"
5 SPACES @ 3"2" 6" 2"
B5
S-516
A3
S-516
TOP OF STEEL
9"
1/
2"
1/4 2@12
W24
CL 1"Ø RODS
HSS4X2 1/2
EXIST 14B
ROOF DECK
1/4X6" COVER
PLATE
DECK SCREWS
@ 6"
EXIST. 16WF
EXIST. COL.NOTE :
SLOT STEM OF WT AT EXIST.
JOIST BEARINGS.
1/4 2-12
1/4 6
1/4
1"Ø ROD W/
CLEVISE
EXIST. 8WF
COLUMNEXIST. 14B
WT8X13
PLAN
SECTION
NOTE :
RODS AND CLEVISE
NOT SHOWN FOR
CLARITY.
PL1/4X3 EA. SIDE
WT8X13
PL1/4"
W.P.
HSS6X6
SEE A4/S-520
FOR HSS AND W8
POST CONN. INFO.
EXIST. 14B
2" 3" 3" 2"
A3
S-516
A3
S-516
TOP OF STEEL
W24
CL 1"Ø RODS
HSS4X2 1/2
ROOF DECK
DECK SCREWS
@ 6"
EXIST. 16WF
EXIST. 8WF COL.
NOTE :
SLOT STEM OF WT AT EXIST.
JOIST BEARINGS.
1/4 2-12
1/4
1"Ø ROD W/
CLEVISE
W8 POST,
SEE B2/S-522
EXIST. 16WF
WT10.5
PLAN
SECTION
NOTE :
RODS AND CLEVISE
NOT SHOWN FOR
CLARITY.
PL1/4X3
EA. SIDE
WT10.5
CONT.
PL1/4"
6"
1/ 2"
1'-6 3/4" 1'-6 3/4"
S E
E P
LA
N
V A
R
IE
S
/2
T O
/2
EXIST. 14B
1/
2"
1/4 2-12
EXIST. 16WF
EXIST. 14B
W.P.
HSS6X6
SEE A4/S-520
FOR HSS AND W8
POST CONN. INFO.
TOP OF STEEL
(DECK BEARING)
EL. VARIES,
SEE PLAN
MATCH TOP OF WT AT
GRID INTERSECTION
1/8
1/8
HSS3 1/2X 3 1/2
ROOF DECK CONT.
(SLOT FOR ANGLE)
L3X3X1/4 X 0'-5"
EA. END AND
12'-6" MAX.
EXIST. BEAM
TYP.4"
W.P.
1/4
1/4
TYP.
1" ROD W/
CLEVISE (TYP.)
ROOF DECK
BELOW
HSS3 1/2X3 1/2
PL1/4" (TYP.)
WT8
WT8
HSS3 1/2X3 1/2
W.P.
1/4
TYP.
1" ROD W/
CLEVISE (TYP.)
ROOF DECK
BELOW
HSS3 1/2X3 1/2
PL1/4
WT5 OR
WT8
WT5 OR
WT8
4"
4"
1/4
1/4
1/4
PL1/4X3X8
EA. SIDE
1/4
TOP OF STEEL
(DECK BEARING)
EL. VARIES,
SEE PLAN
1/4
HSS3 1/2X 3 1/2
ROOF DECK CONT.
(SLOT FOR ANGLE)
L3X3X1/4 X 0'-5"
EA. END AND
12'-6" MAX.
2 - L3X3X1/4 X 0'-3"
EXIST. JOIST
1/4
1/4
THREE
SIDES
TOP OF STEEL
CL 1"Ø RODS
HSS4X2 1/2
ROOF DECK
DECK SCREWS
@ 6"
EXIST. 16WF
EXIST. 8WF COL.
NOTE :
SLOT STEM OF WT AT EXIST.
JOIST BEARINGS.
1/4 2-12
1/4
1"Ø ROD W/
CLEVISE
W8 POST,
SEE B2/S-522
EXIST. 16WF
WT10.5
PLAN
SECTION
NOTE :
RODS AND CLEVISE
NOT SHOWN FOR
CLARITY.
PL1/4X3 EA. SIDEWT10.5
CONT.
PL1/4"
6"
S E
E P
LA
N
V A
R
IE
S
/2
T O
/2
EXIST. 14B
1/
2"
1/4 2-12
EXIST. 16WF
EXIST. 14B
W.P.
W8 POST
1" 1 1/
2"
1/ 2"
TOP OF STEEL
1/8 1 1/2
#5 X 3'-0" @ 18"
DRILL AND ADHESIVE
ANCHOR INTO EXIST.
SLAB W/ 6" EMBED
3/4"Ø X 0'-3 1/2"
HSA @ 18"
EXIST. JOIST
OR BEAM
EXIST. SLAB
1/8 1 1/2
HSS16X4
#3 @ 12"
#5 X 3'-0" @ 18"
DRILL AND ADHESIVE
ANCHOR INTO EXIST.
SLAB W/ 6" EMBED
EXIST. SLAB
#3 @ 12"
DECK ORIENTATION
VARIES
EXIST. JOISTS
SHORE DECK AS
REQD. FOR CONC.
PLACEMENT
NOTE :
JOISTS ROTATED AT SIM.
1/4 2
W10 POST
HSS3 1/2X3 1/2
1/4 2
1/4
1/4
PLATE 1/4"X5" - NOTCHED - TYP
FITTED PLATE 1/2" CENTERED
ON W.P. EA SIDE
W.P.
OFFSET AS REQ'D TO
CLEAR FLANGE
PIN
CLEVIS
1/4 2
NOTE:
W.P. EL = +2 1/4" (TYP)
W36
W10 POST
TOP OF STEEL
EXIST. JOIST
EXIST. BEAM
EXIST. COL
1/
4"
6"
1/ 2"
1/4
PLATE 1/4X4"X1'-2"
CL ROD ROOF DECK
HSS6X6
W36
TOP OF STEEL
EXIST. JOISTEXIST. BEAM
1/16
#12 SHEET METAL
SCREWS @ 12"
ROOF DECK
16GA BENT
PLATE CONT
1 1/2-12
SECTION
W36
HSS6X6
HSS6X6
CLEVIS
CL ROD
W8 POST
TOP OF STEEL
EXIST. JOIST
EXIST. BEAM
EXIST. COL
PLAN
PIN
CLEVIS
CL ROD
WORK POINT
W36
HSS6X6
3"
1/2" PL
5/163"
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
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U
IS
V
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R A
W N
B Y
D E
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N E
D B
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S U
B M
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E D
B Y
S
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C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
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M A
R C
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B U
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D
IN
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S-517
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"B2
SECTION
1" = 1'-0"C1
SECTION
1" = 1'-0"C2
SECTION
1 1/2" = 1'-0"A5
SECTION
1" = 1'-0"B3
PLAN DETAIL
1" = 1'-0"B4
PLAN DETAIL
1 1/2" = 1'-0"B5
SECTION
1" = 1'-0"C3
SECTION
1" = 1'-0"C5
SECTION
1" = 1'-0"D5
SECTION
1 1/2" = 1'-0"A4
PLAN DETAIL
3/4" = 1'-0"A3
SECTION
1" = 1'-0"A2
SECTION
3/4" = 1'-0"A1
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
TOP OF STEEL
1/
2"
1/4 2-12
CL 1"Ø RODS
HSS4X2 1/2
EXIST 14B
ROOF DECK
DECK SCREWS
@ 6"
EXIST. 16WF
EXIST. COL.
NOTE :
SLOT STEM OF WT AT EXIST.
JOIST BEARINGS.
1/4 2-12
1/4 6
1/4
1"Ø ROD W/
CLEVISE
EXIST. 8WF
COLUMN
EXIST. 14B
WT8X13
PLAN
SECTION
NOTE :
RODS AND CLEVISE
NOT SHOWN FOR
CLARITY.
PL1/4X3 EA. SIDE
WT8X13
PL1/4"
W.P.
EXIST. 14B
TOP OF STEEL
EXIST. STEEL
JOIST
EXIST. BEAM
METAL ROOF DECK
PL3X2 1/2
BETWEEN JOISTS
W24 COL.
W18 BEAM W12 BEAM, SEE
D6/S-503 FOR
CONN. DETAILS
2"
3/16 2-123"
3/16" BENT
PLATE
1/4" PLATE
(CONT.)
3/16 2-12 DECK SCREWS @
6"
3/16 2-122"
WT CONT.
FGG.1
8" 1'-8" ±
TOP OF SLAB
USE FOR FRAMING
CONN. FOR FAR
SIDE BEAM
S
P A
C E
S
2"
EQ EQ
2" 5 SPACES @ 4 1/2" 2"
3/8 26
HSS16X4
EXIST.
JOIST
EXIST.
BEAM
SEE PLAN
PL1 1/4 (GR. 50)
30 - 1"Ø A490X BOLTS
TRIM FLANGE FLUSH
SLOT HSS FOR PL EQ EQ
TOP OF SLAB
8" 8"
(3/4) (3/4)
(3/8)
TOP AND
SIDES
PL1/2X18
EXIST. JOISTEXIST. BEAM
NOTE :
WHERE 5/16" TUBE IS PRESENT, USE CJP
WELDS TOP AND SIDES AND 7/16" FILLET
AT PLATE.
HSS16X4
R.9ST
1'-8" ± 8" 1'-8" 2"
S
P A
C E
S
2"
5 SPACES @ 4 1/2" 2"
3/8 26
EXIST.
JOIST
EXIST.
BEAM
PL1 1/4 (GR. 50)
30 - 1"Ø A490X BOLTS
EQ
TOP OF SLAB
W18
W27
W24
CL
END OF SLAB
DOUBLE
ANGLE
CONN.
TYP. CONN.
TRIM W18 FLANGE
(FAR SIDE) FLUSH
HSS16X4
SLAB NOT SHOWN
FOR CLARITY, SEE
B5/S-510
SLOT HSS FOR PL
8" 1'-8" ± 8"
EXIST. BEAM
EXIST. JOIST
EXIST. CONC.
SLAB
#5 @ 18", DRILL AND ADHESIVE
ANCHOR INTO EXIST. SLAB
W/ 6" MIN. EMBED.
5 - #6 CONT.
EXIST. JOIST
EXIST. CONC.
SLAB
2'-6"6"
1'-0"
NEAREST PANEL
POINT
2 - 3/4"Ø X 0'-3 1/2" HSA
@ EACH PL3X2 1/2
5/16 2-24
WELD CONT.
FOR 18" EA. END
3/16
EA. END
L2X2X1/4 BRACE -
SEE PLAN FOR
LOCATIONS
5/16 2-24
WELD CONT.
FOR 18" EA. END
PL3X2 1/2
X 1'-0" BETWEEN
JOIST BEARING
ADDED CHANNELS -
SEE PLAN FOR SIZE
TOP OF SLAB
EXIST. STEEL
JOIST
EXIST. CONC. SLAB
W16 BEAM, SEE
B4/S-503 FOR
CONN. DETAILS
5 - #7
#5 @ 10", DRILL AND
ADHESIVE ANCHOR
INTO EXIST.SLAB
W/ 6" EMBED
6"3'-9"3/4"Ø X 0'-3 1/2" HSA
AT 10"
HSS BEAM
3/4"Ø X 0'-3 1/2" HSA
AT 10"
3/16 2-12
W24
OR W14
DECK SCREWS
AT EA. RIB (6")
DECK ORIENTATION
VARIES)
/2
5 1/2"
WT6X53 X 1'-3"
@ 6'-3"
PL3X2 1/2 BETWEEN
WT CONNECTIONS
1/4" BENT PL CONT.
EXIST. JOISTEXIST. BEAM
TOP OF
STEEL
1/4
8 - 7/8"Ø BOLTS
@ 3" AT EA. WT
V A
R
IE
S
1/
2"
3/16
W18
3/16 2-12
PL1/4"
6"
1/4" STIFFENER PLATES
EA. SIDE AT W24 ONLY,
CENTER BETWEEN END
BOLTS
1/4
3/16 4-12
3"
3/16" BENT PL
TOP OF SLAB
3 @ 2'-0" = 6'-0"
#3 @ 12" E.W.
EXIST. CONC.
SLAB
EXIST. CONC.
SLAB
6 - #7 CONT.
PROVIDE ALL SIDES
AT EXIST. SLAB -
#5 X 3'-0" @ 18"
DRILL AND ADHESIVE
ANCHOR INTO EXIST.
SLAB W/ 6" EMBED
REMOVE AND REPLACE
EXIST. SLAB. SEE PLAN
FOR LIMITS
EXIST. JOIST EXIST. JOISTEXIST. JOISTEXIST. JOIST
EXIST. CONC.
SLAB
EXIST. BEAM
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
2'-6"6" 8" 1'-8" ±
EXIST. JOIST
5 - #6 CONT.
EXIST.
BRIDGING
3/4"Ø X 0'-3 1/2"
HSA @ 12"
TYP. SLAB
REINF.
EXIST. CONC.
SLAB
EXIST. JOIST
EXIST. BEAM
5/16 2-12
WELD 21"
CONT. EA.
END
FILL CORE WITH
4000 P.S.I.
NON-SHRINK GROUT
8"Ø X 0'-3 1/2" TALL -
20 GA. SHEET METAL
SLEEVE
3/4"Ø X 0'-6" HSA
CORE DRILL 8"Ø HOLE
AT 24" O.C. BETWEEN
JOISTS
COVER PLATE -
SEE PLAN
EXIST. CONC.
SLAB
EXIST. JOIST
EXIST. BEAM
FILL CORE WITH
4000 P.S.I.
NON-SHRINK GROUT
8"Ø X 0'-3 1/2" TALL -
20 GA. SHEET METAL
SLEEVE
3/4"Ø X 0'-6" HSA
CORE DRILL 8"Ø HOLE
AT 24" O.C. BETWEEN
JOISTS
NEAREST PANEL
POINT
L2X2X1/4 BRACE
EE
TOP OF SLAB
TS
EXIST. STEEL
JOIST
EXIST. CONC.
SLAB
9 - #7 CONT. -
GRID 16.5 TO 15
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"3'-6"
3/4"Ø X 0'-3 1/2"
HSA @ 8"
EXIST. BEAM
6" 2'-4" 10"
METAL ROOF
DECK
HSS20X12
TOP OF SLAB
EXIST. CONC.
SLAB
3 - #7 CONT.
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
3/4"Ø X 0'-3 1/2"
HSA @ 18"
EXIST. BEAM
HSS BEAM
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-518
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A1
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"A5
SECTION
1" = 1'-0"C1
SECTION
1" = 1'-0"B4
SECTION
1" = 1'-0"D1
SECTION
1" = 1'-0"D2
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"C2
SECTION
1" = 1'-0"C4
SECTION
1" = 1'-0"C5
SECTION
1" = 1'-0"D3
SECTION
1" = 1'-0"D5
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
EXIST. TOP OF
STEEL EL.
VARIES
W10 COLUMN
2 - L4X3X3/8 X 1'-3"
TOP OF W24
1/4
HSS6X6
1/4
THREE
SIDES
4"
6 BOLT DOULBLE
ANGLE CONN. W/
2 - L4X3X3/8
5 BOLT DOUBLE
ANGLE CONN.
W24
1/4
1/2" RETURN
AT TOP
STIFF PL1/2
(1/4)
THREE
SIDES
NOTE :
SEE B2/S-522
FOR W10 COLUMN
CONN. TO EXIST.
10WF COLUMN.
TOP OF STEEL
W21
W10 COL.
CJP EA.
FLANGE
AND WEB
1/4
THREE
SIDES
1/4
THREE
SIDES
1/4PL TO
STIFF PL
1/2 STIFF PL
1/4
1/2" RETURN
AT TOP
2 - L4X4X3/8 X 1'-6"
PL1/2X10"X1'-9"
NOTE :
SEE B2/S-522
FOR W10 COLUMN
CONN. TO EXIST.
10WF COLUMN.
1/
2"
W27
4" 1"
EXIST. TOP OF
STEEL EL.
VARIES
EXIST. 8WF
COLUMN
W8 POST
HSS6X6X1/4 X 0'-9"
HSS6X6 (GALV.)
STIFF PLATE 1"
1/2" STRUCTURAL THERMAL
BREAK (30 KSI MIN.
COMPRESSIVE STRENGTH)
W24
PL1/2
1'-0" TYP.
C5
S-520
1/4
18WF
W27
W8 COL.
CJP EA.
FLANGE
AND WEB
1/4
THREE
SIDES
2 - L4X4X3/8 X 1'-6" NOTE :
SEE B2/S-522 FOR W8 COLUMN
CONN. TO EXIST. 8WF COLUMN.
TOP OF W24
2'-0" 1'-8" ± 1'-6 1/2"
5 @ 3" = 1'-3"
1/4
TEE CUT FROM
W12X106 W/
8 - 7/8"Ø BOLTS
13/16
2 - PL5/8"
(1 EA. SIDE OF WEB)
W/ 9 - 7/8"Ø BOLTS
W14
D1
S-524
BENT PL
NOT SHOWN
FOR CLARITY
EXIST
14B
EXIST. JOIST
A3
S-516
W14
SEE D2/S-516
FOR W14 CONN.
EXIST. 8WF
OR 10WF
COLUMN
W8 OR W10
COULUMN
NOTE 3
EXIST. TOP OF
STEEL EL.
VARIES
NOTE :
1. EXIST. FRAMING NOT
SHOWN FOR CLARITY.
2. REMOVE EXIST. L4X4 AND
CUT EXIST. 8WF OR 10WF
FLUSH W/ EXIST. TOP OF
STEEL.
3. CJP EA. FLANGE AND WEB.
NOTE 2
EXIST. TOP OF
STEEL EL.
VARIES
EXIST. 8WF
COLUMN
STIFF PL1/2
EA. SIDE
4"
TOP OF W24
NOTE 2
NOTE 1
W8 POSTNOTE 1
(1/4)
THREE
SIDES
HSS6X6X1/4 X 0'-9"
HSS6X6
(GALV.)
STIFF. PLATE 1/2"
TYP.
1'-0"
1/2" STRUCTURAL THERMAL
BREAK (30 KSI MIN.
COMPRESSIVE STRENGTH)
W24 1/4
1/2" RETURN
AT TOP
2 - L4X4X3/8 X 1'-3"
1/4
THREE
SIDES
3"
PL1/2
NOTES :
1. CJP EA. FLANGE AND WEB TOP AND BOT.
2. REMOVE EXIST. L4X4 EA. SIDE TOP AND BOT.
AND CUT EXIST. 8WF COL. FLUSH W/ EXIST.
TOP OF STEEL.
C5
S-520
A5
S-520
EXIST. TOP OF
STEEL EL.
VARIES
EXIST. 10WF
COLUMN
W10 POST
HSS6X6X1/4 X 0'-10"
1/2" STRUCTURAL THERMAL
BREAK (30 KSI MIN.
COMPRESSIVE STRENGTH)
HSS6X6 (GALV.)
PL1/2
C5
S-520
TYP.
1'-0"
B5
S-522
1/
2"
STIFF PL3/4
W24 BROKEBACK
BEAM
2 - L4X4X3/8X1'-3"
1/4
1/2" RETURN
AT TOP
1/4
THREE
SIDES
EXIST. TOP OF
STEEL EL.
VARIES
EXIST.
10WF COL.
W10 POST
STIFF. PL1/2
1/4
CJP
HSS6X6
(1/4)
THREE
SIDES
REMOVE
EXIST. L4X4
W21 BROKEBACK
BEAM
5/16
THREE
SIDES
STIFF. PL3/4
EA. SIDE
5"
EXIST. TOP OF
STEEL EL.
VARIES
TOP OF STEEL
METAL ROOF
DECK
METAL ROOF DECK
NOT SHOWN
FOR CLARITY
W21 OR
W24
PL3/4
W21X68 TYP.
W24X55 @
GRID 14
W21 OR W24
EXIST. 14BW16
SINGLE PL BEAM
CONNECTION @
W24 FLANGE
CJP
THREE
SIDES
CJP
EA. FLANGE
CJP
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-522
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A1
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A3
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"A4
SECTION
1" = 1'-0"B1
SECTION
1" = 1'-0"B5
SECTION
1" = 1'-0"C2
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
15.8
W12 COL
7/8"Ø A325N BOLTS
PL1/2” WITH HORIZONTAL
SHORT SLOTTED HOLES
TOP OF STEEL
5/16
S
P A
C E
S
T Y
P
1/
2"
2"3"2"
1/2"
W16 BEAM
W21 BEAM
TOP OF SLAB
EXIST. STEEL
JOIST
EXIST. BEAM
EXIST. CONCRETE SLAB
HSS4X2 1/2X3/16
BETWEEN JOISTS
COL.
W12 BEAM
(3/16)
3" 1/2" 1/4
1/
2" 3"
1/
2"
3"
PL3/8X6X6
5 - #7
#5 @ 18", DRILL AND
ADHESIVE ANCHOR
INTO EXIST. SLAB
W/ 6" EMBED
6"3'-0"
2"
TOP OF STEEL
5/16
THREE
SIDES
1/
4"
STIFFENER
PL1/2” E.S.
1 - #7 CENTERED
ON COL. BENEATH
LONGITUDINAL BARS
3’-0”
1’ -4
3’-0”
CJP AT LOW
STIFFENER
5/16
THREE
SIDES
- TYP
Q
SEE D1/S-507
FOR STIFFENER
INFO. NOT SHOWN
#7 A307 X 5'-0" WELDED
TO TOP OF BOTTOM
STIFFENER
EXIST. BEAMEXIST. COLUMN
2'-6" 2'- 6"
135.000°
2"
(5/16)
#7 TO
STIFF.
DRILL 1"Ø HOLE IN EXIST.
COL. FLANGE TO RECIEVE
REINF.
EXTERIOR EDGE
OF SLAB
EDGE OF
EXIST. SLAB
NOTES :
1. SEE DETAIL A4/S-503 OR B4/S-503 FOR
REINF. INFORMATION NOT SHOWN.
2. ROTATED ORIENTATION AT SIM.
(3/16) 5
W12
EXIST. COL.
3 - #9 X 10'-3"
CENTERED IN SLAB
WELDED REINF. BAR
COUPLERS
2 - #7 X 6'-8" A706
2 - #7 X 6'-8" A706
ADDITIONAL @ D2A
2 - #7 ADDITIONAL @ D2A
7'-5"
1' -4
A5
S-524
LEVEL FOUR
LEVEL THREE
LEVEL TWO
EXIST. 8WF
COLUMN
CL SPLICE
A A
CJP
CJP
PL1/2"
EA. SIDE
PL1/2"
EA. SIDE
W24
NOTE 2
EXIST. 8WF
COLUMN
PL1/2"
SECTION A-A
NOTES :
1. PROVIDE 12" CONT. WELDS
@ EA. END OF PL1/2.
2. IF REQD., TRIM EXIST. SPLICE
PL FLUSH W/ FLANGE OF EXIST.
8WF COLUMN.
EXIST. 8WF
COLUMN
1/4 2-12
NOTE 1A A
T O
T O
P O
F P
LA
T
E
6" M
A X
B
O T
. O F
LO
W
E S
T B
E A
M E
L.
O
F P
LA
T
E
6" M
A X
T
O P
O F
S
LA
B T
O B
O T
T O
T O
P O
F P
LA
T
E
6" M
A X
B
O T
. O F
LO
W
E S
T B
E A
M E
L.
W8 POST
TOP OF SLAB
TOP OF STEEL
W12 COL.
W24 BEAM
STIFFENER
PL1/2" E.S.
CJP
THREE
SIDES
1/
4"
NOTE :
SLAB REINF.
NOT SHOWN
FOR CLARITY
3'-4" 10" ±
SLAB ON GRADE
TOP OF SLAB
3' -3
5" ±
8"
11C
EXIST. GRADE BM.
(5/8)
STRAP
PL2X0'-6"
NOTE :
SEE A1/S-313
FOR ADDITIONAL
INFO.
EXIST. CAISSON
5/16 10
SHIM PL8X12" TO MATCH
EXIST. PLATE THICKNESS
TOP OF SLAB
EXIST. STEEL
JOIST
3'-0"
1' -4
3'-0"
TOP OF STEEL 4"
1/ 2"
1 - #7 CENTERED
ON COL. BENEATH
#7 BARS
5/16THREE
SIDES
W24 BEAM
W12 COL.
EXIST.
CONCRETE SLAB
5 - #7
EXIST. 8WF
COL.
STIFFENER
PL1/2” E.S.
EXIST. BEAM
SEE D1/S-507
FOR STIFFENER INFO.
#5 @ 18", DRILL
AND ADHESIVE
ANCHOR INTO
EXIST. SLAB
W/ 6" EMBED
3'-0" 6" W12
Q
1/4
1/4
PL TO
STIFF PL
1/4
THREE
SIDES
THREE
SIDES
W8 COL.
W27
W14
3"
1/4" PL
2 STIFFENER
PL1/2" ON 6" GAGE
W24
1/4
1/2"
RETURN
@ TOP
2 - L4X4X3/8X1'-3"
PL1/2X10X1'-6"
3/16 2-12
CJP
W16 EXIST.
14B
EXIST.
JOIST
METAL DECKPL3X2 1/2
SLOPE
3/16 2-12
EXIST. TOP OF
STEEL EL.
VARIES
EXIST.10WF
COLUMN
W10 POST
HSS6X6X1/4
1/2" STRUCTURAL THERMAL
BREAK (30 KSI MIN.
COMPRESSIVE STRENGTH)
HSS6X6 (GALV.)
PL1/2
C5
S-520
1'-0"
REMOVE EXIST.
L4X4 EA. SIDE
CJP
1/4
1/ 2"
1/4" PL
HSS3 1/2X3 1/2
(OPP. SIDE
ONLY @ D3A)
4"
WT
WT
D4
S-524
D5
S-524
TYP.
@ D3A
TYP.4"
W.P.
1/4
1/4
TYP.
1" ROD W/
CLEVISE (TYP.)
ROOF DECK
BELOW
HSS3 1/2X3 1/2
WT8
WT8
HSS3 1/2X3 1/2
FITTED
PL1/4"
5/16
W10 POST
PLATE 1/4"X5" -
NOTCHED - TYP
1/4 2
HSS3 1/2X3 1/2
W.P.
1/4
1/4
1" ROD W/
CLEVISE (TYP.)
ROOF DECK
BELOW
FITTED
PL1/4"
WT8
WT10.5
HSS3 1/2X3 1/2
4"
5/16
TYP.
TYP.
W10 POST
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-524
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1" = 1'-0"A2
SECTION
1" = 1'-0"B1
PLAN DETAIL
1" = 1'-0"D2
PLAN DETAIL
D2A
1/2" = 1'-0"A4
SECTION
1" = 1'-0"A5
SECTION
3/4" = 1'-0"B4
SECTION
1" = 1'-0"A1
SECTION
1" = 1'-0"D1
SECTION
1" = 1'-0"C2
SECTION
1" = 1'-0"D3
SECTION
D3A
1" = 1'-0"D4
PLAN DETAIL
1" = 1'-0"D5
PLAN DETAIL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
LEVEL FOUR
STAIR ROOF
HSS6X6
POST
W.P.
W16
W14 W24
W12
W24
W10
W14
W16W12W16W12
HSS6X6
POST
HSS6X6
POST
W24
W.P.
S-526
C4
S-526
C5
F
LEVEL FOUR
STAIR ROOF
HSS4X
4X
1/4
W.P.
W.P.
W14W14 W16
HSS6X6
POST
W16
W16
W24
W16
W24
HSS6X6
POST
S-526
B3
OPP.
HAND
OPP.
HAND
S-526
B2
AT EAST
END STAIR
AT WEST
END STAIR
S-526
B1OPP.
HAND
TOP OF STEEL3"
3/16 2-12
METAL ROOF DECK,
ORIENTATION VARIES
PL1/4"
W16
TOP OF STEEL
1/4
METAL ROOF DECK
W16
1 1/2"
PL1/2X7"
2 - 7/8"Ø A325-N BOLTS
@ 3 1/2" GAGE
W16
HSS6X6 POST
TOP OF STEEL
METAL ROOF
DECK
W16
1/4
1 1/2"
PL1/2X7"
2 - 7/8"Ø A325-N BOLTS
@ 3 1/2" GAGE
W16
HSS6X6 POST
1/4
PL1/2X8 1/2"
2 - 7/8"Ø A325-N BOLTS
@ 5 1/2" GAGE
W24HSS6X6 POST
1 1/2"
1/4
PL1/2X7"
2 - 7/8"Ø A325-N BOLTS
@ 3 1/2" GAGE
W24HSS6X6 POST
1 1/2"
TOP OF STEEL
7"
W.P.
1" 1"
1"
PL1/2"
HSS6X6 POST
PL1/2"
HSS4X4,
SLOTTED
EA. END
W14 W24
1/4
1/4
1/4 6
NOTES :
1. CONC. FILL ON METAL DECK NOT SHOWN
FOR CLARITY.
2. SEE C3/S-526 FOR BASEPLATE DETAIL.
ERECTION
BOLT
TOP OF STEEL
7"
W.P.
1" 1"
1"
PL1/2"
HSS6X6 POST
PL1/2"
HSS4X4,
SLOTTED
EA. END
W14 W24
1/4
1/4
1/4 6
NOTES :
1. CONC. FILL ON METAL DECK NOT SHOWN
FOR CLARITY.
2. SEE C2/S-526 FOR BASEPLATE DETAIL.
ERECTION
BOLT
W.P.
PL1/2"HSS6X6 POST
PL1/2"
HSS4X4,
SLOTTED
EA. END
W16
1/4
1/4
1/4 6
8"
TOP OF STEEL
1"
1" 1"
NOTES :
1. METAL DECK NOT SHOWN FOR CLARITY.
2. SEE C1/S-526 FOR CAP PLATE DETAIL.
ERECTION
BOLT
TOP OF STEEL
1' -0
W.P.
1" 1"
1"
PL1/2"
HSS6X6 POST
PL1/2"
HSS4X4,
SLOTTED
EA. END
W14W24
1/4
1/4
1/4 6
NOTES :
1. CONC. FILL ON METAL DECK NOT SHOWN
FOR CLARITY.
2. SEE C2/S-526 FOR BASEPLATE DETAIL.
ERECTION
BOLT
W.P.
PL1/2"
HSS6X6 POST
PL1/2"
HSS4X4,
SLOTTED
EA. END
W16
1/4
1/4
1/4 6
8"
TOP OF STEEL
1"
1" 1"
NOTES :
1. METAL DECK NOT SHOWN FOR CLARITY.
2. SEE D1/S-526 FOR CAP PLATE DETAIL.
ERECTION
BOLT
PL1/2"
7/8"Ø A325-N
BOLTS (TYP.)
W24
HSS6X6 POST
1 1/2"
3/ 4"
1/
2"
1" RADIUS
W14 1 3/4"
7/8"Ø A325-N
BOLTS (TYP.)
W24
HSS6X6 POST
4"
1 3/4"
1/
2"
1" RADIUS
W14
1 1/2" 1 1/2"
PL1/2"
PL1/2"
7/8"Ø A325-N
BOLTS (TYP.)
W16
HSS6X6 POST
1" RADIUS
PL1/2"
PL1/2"
1 3/4"
4"
1 1/2"
1/
2"
W16
7/8"Ø A325-N
BOLTS (TYP.)
W16
HSS6X6 POST
PL1/2"
4"
1 1/2" 1 1/2"
PL1/2"
6"
TOP OF SLAB
3/16 2-12
W10
HSS6X6
RIGID INSULATION
METAL ROOF
DECK
LT WT CONC.
SLAB AND
CURBS
4 - #4
1 - #4
EA. SIDE
#4 @ 12"
BENT PL3/16"
3"
1"
2"
W14
3/16
PL3/8"
EA. SIDE
7/8"Ø THRU
BOLT W/ 2" LONG
VERT. SLOT IN
HSS. FINGER
TIGHTEN AND
UPSET THREADS
PL3/8"
PL3/8"
HSS6X6
HOIST BEAM
SEE D2/S-506
FOR CONN. INFO.
3/16 2 E.E.
L2X2X1/4
CENTERED
ON HSS
M
IN
2"
FACE OF
BRICK
HSS6X6
W10
HSS6X6 HSS6X6
HSS6X6
EXIST. 16WF
SEE D3/S-508
FOR HSS6X6
TO W16 CONN.
INFO.
S-526
D4
LEVEL FOUR
W14
TOP OF STEEL
METAL ROOF
DECK
PL3X2 1/2
STIFF PL 3/8",
CENTER ON W24
EXIST. 16B
STIFF PL 3/8 EACH
SIDE, CENTER ON W24
W14
W24
NOTE 3
1/4 2-12
NOTE
TWO
3/16
THREE
SIDES
3/16
THREE
SIDES
NOTES :
1. FIELD SURVEY CURVATURE OF EXIST. 16B AND CAMBER W14 TO
MATCH PRIOR TO INSTALLATION.
2. PROVIDE 12" CONT. FILLET WELD EA. SIDE CENTERED ON W24 AND
AT EA. END OF W14.
3. PROVIDE 4 - BOLT DOUBLE ANGLE CONN. EA. END OF W24.
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
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L E
D
IS
T R
IC
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L O
U
IS
V
IL
L E
K
Y D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
S-526
S T
E E
L S
E C
T
IO
N S
A N
D D
E T
A
IL
S
T F
E L D
M A
N B
G
U
IN
N
J H
O L M
E S
A
H
O L M
E S
J S
A V
A G
E 1
S
-C E
N T
R A
L
1/8" = 1'-0"A5
NORTH BRACING ELEVATION
AT STAIR ROOF
1/8" = 1'-0"B5
EAST AND WEST BRACING
ELEVATIONS AT STAIR ROOF
1" = 1'-0"A1
SECTION
1" = 1'-0"A2
SECTION
1" = 1'-0"A3
SECTION
1" = 1'-0"A4
PLAN DETAIL
1" = 1'-0"B4
PLAN DETAIL
1" = 1'-0"B3
SECTION
1" = 1'-0"B2
SECTION
1" = 1'-0"B1
SECTION
1" = 1'-0"C5
SECTION
1" = 1'-0"C4
SECTION
1" = 1'-0"C3
PLAN DETAIL
1" = 1'-0"C2
PLAN DETAIL
1" = 1'-0"C1
PLAN DETAIL
1" = 1'-0"D1
PLAN DETAIL
1" = 1'-0"D4
SECTION
1/4" = 1'-0"D5
SECTION
1" = 1'-0"D2
SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/3
/2
W
2Q R
R
-0
E
E E
L E
V A
T
IO
N
1'-11"
PULL OUT
WASTE AND
RECYCLE BINS
S E
E E
L E
V
1'-11"
OPEN FOR
WASTE
WASTE
SS TRAY
RETURN
SOLID
SURFACE
1" 1"
PLASTIC
LAMINATE
S E
E E
L E
V
E Q
E Q
E Q
1'-11"
S E
E E
L E
V
OPEN
ELECTRICAL
BOX
1'-11"
BACKSPLASH
WHERE INDICATED.
SEE ELEVATION
S E
E E
L E
V A
T
IO
N
1'-11"
ADJ. SHELF
BACKSPLASH
WHERE INDICATED.
SEE ELEVATION
TWO TOP
DRAWER
S E
E E
L E
V
SINK RAIL
1'-11"
BACKSPLASH
WHERE INDICATED.
SEE ELEVATION
SINK RAIL
CLEAT
ADA COMPLIANT
SINK (6 1/2" MAX DEPTH)
NOTE: 2'-10" DIMENSION IS TO THE
TOP OF THE COUNTER OR TOP OF
THE SINK, WHICHEVER IS HIGHER
TYPICAL.
REMOVABLE PANEL ATTACHED
TO CLEAT WITH CLIPS.
M A
X
M
IN
8" MIN
2'-1"
SOLID SURFACE APRON
MIN
11"
S E
E E
L E
V
1'-11"
OPEN
WASTE
ADJ. SHELVES
S E
E E
L E
V
1'-11"
TWO DIVIDERS
(CENTERED)
E Q
E Q
E Q
S E
E E
L E
V A
T
IO
N
1'-11"
ADJ. SHELF
BACKSPLASH
WHERE INDICATED.
SEE ELEVATION
ONE TOP
DRAWER
SS ROD
1'-6"
ADJ. SHELVES
FIXED SHELF
SEVEN DIVIDERS
(EQUALY SPACED)
THREE DIVIDERS
(EQUALY SPACED)
COUNTER
SUPPORT
S E
E E
L E
V A
T
IO
N
1'-0" 1'-0"
ADJ. SHELVES
FIXED SHELF
NINE DIVIDERS
(EQUALY SPACED)
FOUR DIVIDERS
(EQUALY SPACED)
COUNTER
SUPPORT
S E
E E
L E
V A
T
IO
N
1'-0" 1'-0"
1'-11"
S E
E E
L E
V
S E
E E
L E
V
1'-11"
E Q
E
Q
OPEN
ELECTRICAL BOX
BACKSPLASH
WHERE INDICATED.
SEE ELEVATION
S E
E E
L E
V A
T
IO
N
1'-11"
ADJ.
SHELF
ADJ. SHELVES
S E
E E
L E
V
1'-11"
11"
S E
E E
L E
V
US Army Corps of Engineers ® Louisville District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E
U
IS
V
IL
L E
D
IS
T R
IC
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L O
U
IS
V
IL
L E
K
Y D
R A
W N
B Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I 'D
F
IL
E
N A
M E
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
U M
B E
R
1 2 3 4 5
D
C
B
A
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
1 2 3 4 5
D
C
B
A
M D
O
IE
L
CERTIFIED FINAL SUBMITTAL (RTA)
S
C O
T T
D R
S
C O
T T
A F
B
IL
R E
N O
V A
T E
B U
IL
D
IN
G
M A
R C
H
B U
IL
D
IN
G
A-395
A R
C H
IT
E
C T
U R
A L C
A S
E W
O R
K S
E C
T
IO
N S
J T
A N
G /M
K
U H
N
A H
A Y
S
T N
IE
D
B A
L A
A
-C E
N T
R A
L
1/2" = 1'-0" D3
D5301-24D
1/2" = 1'-0" C2
B6101-24D 1/2" = 1'-0"
C4 D3103-24D
1/2" = 1'-0" D1
D4101-24D
1/2" = 1'-0" B2
B3141-24D 1/2" = 1'-0"
B3 B4300-24D
1/2" = 1'-0" B4
B4400-24D
1/2" = 1'-0" C3
B6200-24D
1/2" = 1'-0" A2
B0122-24D
1/2" = 1'-0" B1
B3101-24D
18. COORDINATE AV NICHE OPENING WITH AV DISPLAY SCREEN DIMENSIONS.
17. NOT USED
16. CASEWORK SECTIONS ARE LOCATED ON A-395 SHEET ACCORDING TO CASEWORK ID
AND DEPTH LOCATED ABOVE OR BELOW CASEWORK ITEM.
15. PROVIDE SUPPORT BRACKETS (SB) AS SHOWN AT 36" ON CENTER MAXIMUM WHERE
BACKING IS PRESENT. SUPPORT COUNTERTOP ENDS AT WALL WITH WOODEN CLEATS.
14. ALIGN ALL UPPER HINGES ON CABINET DOORS AT SAME ELEVATION.
13. EXPOSED CABINET ENDS SHALL BE FINISHED WITH A FINISHED END PANEL.
12. PROVIDE ACCESS PANELS TO WIRING AS NECESSARY.
11. ELECTRICAL DEVICES ARE LOCATED AS INDICATED IN ELECTRICAL POWER DRAWINGS
SERIES EP100's. ALL DEVICES MAY NOT BE SHOWN. COORDINATE EXACT LOCATIONS
AND INSTALLATION WITH ELECTRICAL CONTRACTOR.
10. VERIFY ALL CEILING HEIGHTS WITH REFLECTED CEILING PLAN AND FIELD VERIFY PRIOR
TO INSTALLATION.
9. ALL WALL CABINETS SHALL HAVE GYP SOFFITS RUNNING TO CEILING ABOVE, U.N.O.
8. ALL GROMMETS TO BE FIELD INSTALLED PER OWNER DIRECTION.
7. PROVIDE 1" MINIMUM SCRIBES BETWEEN ALL CABINET AND ADJACENT SURFACES.
6. WALL CABINETS CALLED OUT AS 15" DEEP SHALL HAVE A 13" MINIMUM CLEAR INSIDE
DEPTH, U.N.O.
5. CABINET WIDTHS AND DEPTHS CALLED OUT ARE NOMINAL.
4. ALL COUNTERTOPS SHALL HAVE 2" MINIMUM RADIUS CORNERS AT ALL EXPOSED
EXTERIOR CORNERS.
3. P-LAM COUNTERTOPS SHALL HAVE 3MM EDGE BANDING AND ARE 25" DEEP, U.N.O.
2. FOR INTERIOR FINISH DETAILS REFER TO I-500 SERIES.
1. ARCHITECTURAL CASEWORK ARE COVERED UNDER SPECIFICATION SECTION 12 32 00.
INTERIOR / CASEWORK GENERAL NOTES
1/2" = 1'-0" D4
S0411-18D
1/2" = 1'-0" A3
B0174-12D 1/2" = 1'-0"
A4 B0194-12D
1/2" = 1'-0" B5
B4500-24D
1/2" = 1'-0" D2
D4102-24D
1/2" = 1'-0" A5
B2101-24D 1/2" = 1'-0"
A1 B0101-24D
1/2" = 1'-0" C1
B4600-12D
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/2
W
2Q R
R
-0
PL PANEL
ALIGN WITH FACE
OF CABINET
3/4" ANGLE BRACE @ 36" O.C. MAX
CASEWORK BELOW
ANGLE CLIPS
F.V.
S E
E E
L E
V A
T
IO
N
FINISHED CEILING LINE
EXTEND SOFFIT FIN.
END PANEL PASSED
CAB. FIN END 3/8" MIN.
S E
E E
L E
V
S E
E E
L E
V
3"
UPPER CABINET
DEPTH OF
RECEPT.
IN BACK
OF CAB.
GYP SOFFIT SEE
A-550 SERIES
/2
1 3/4"
LIGHT VALANCE
AND RETURN
S E
E E
L E
V
S E
E E
L E
V
UPPER CABINET
DEPTH OF
ADJ.
SHELF
3/4" FIXED
DIVIDER
(CENTERED)
GYP SOFFIT SEE
A-550 SERIES
/2
1 3/4"
LIGHT VALANCE
S E
E E
L E
V
S E
E E
L E
V
UPPER CABINET
DEPTH OF
ADJ.
SHELF
GYP SOFFIT SEE
A-550 SERIES
1 3/4"
/2
" LIGHT VALANCE
S E
E E
L E
V
S E
E E
L E
V
1'-2"
GYP SOFFIT SEE
A-550 SERIES
E Q
E Q
E Q
E Q
E Q
E Q
S
E E
E L E
V
/2
NINE
DIVIDERS
(EQUIALY
SPACED)
ADJ.
SHELVES
1'-0"
COUNTER
TOP
ALIGN
S
E E
E L E
V
1'-0"
E Q
E Q
E Q
E Q
E Q
E Q
SEVEN
DIVIDERS
(EQUALY
SPACED)
ADJ.
SHELVES
" COUNTER
TOP
ALIGN
WIRE CHASE
S E
E E
L E
V
S E
E E
L E
V .V
A R
IE
S
S E
E E
L E
V
/4
/4
8 1/2"
2'-6 1/4"
6 1/2"1'-3"
SUPPORT BRACKET
ELECTRICAL SEE
ELECTRICAL DRAWINGS
FOR LOCATIONS
WIRE CHASE
S E
E E
L E
V
/4
8 1/2"
3'-0"
ELECTRICAL SEE
ELECTRICAL DRAWINGS
FOR LOCATIONS
ADJ. SHELF
1'-11"
GROMMET
S E
E E
L E
V
1'-5"
TWO ADJ.
SHELVES
TWO ADJ.
SHELVES
FIXED SHELF
GYP SOFFIT SEE
A-550 SERIES
1'-11"
S E
E E
L E
V A
T
IO
N
SHELVES
E Q
E Q
E Q
E Q
E Q
E Q
ALIGN
S E
E E
L E
V
TWO ADJ.
SHELVES
TWO ADJ.
SHELVES
FIXED SHELF
1' - 5"
GYP SOFFIT SEE
A-550 SERIES
S E
E E
L E
V . 1
/2
S
E E
E L E
V
. ADJ.
SHELF
UPPER CABINET
DEPTH OF
ADJ.
SHELF
GYP SOFFIT SEE
A-550 SERIES
1 3/4"
LIGHT VALANCE
US Army Corps of Engineers ® Louisville District
SHEET ID
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