Am_0002_ELB1_Fuel_System_Maint_Dock_100_Per_Des_Vol_I_Part5.pdf
PDF 10 MB Posted
- Attached to
- B-21 Fuels System Maintenance Dock
- Solicitation number
- W9128F24R0019
About this file
This document provides details on a federal solicitation for fuel system maintenance dock services. The solicitation number is W9128F24R0019 and was issued by the Department of the Army Corps of Engineers Engineering District Omaha for B-21 Fuels System Maintenance Dock services. Offerors are sought to provide maintenance and support for the fuel system maintenance dock to service the B-21 bomber aircraft. The period of performance and pricing terms are not specified in this document. Additional files attached to the solicitation were not reviewed but may contain further requirements or specifications.
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BCDEF
BOTT CHORD (CL)
131'-3"
11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7" 11'-7"
23'-2" 23'-2" 23'-2" 23'-2"
7' -5
DB ELEV
138'-8"
D1
SF514
D3
SF514
B3
SF514D5
SF514
TYP
A1
SF514
B1
SF514
2L6X6X1/2 2L6X6X1/2
2L6X4X5/16LLBB 2L
6X
4X 5/1
6L
LB
B 2L6X4X5/16LLBB 2L
6X
4X 5/1
6L
LB
B 2L6X6X1/2
A3
SF514
A5
SF514D1
SF515
TYP
D3
SF515 D5
SF515
B1
SF515
B3
SF515
SPLICE
4'-0" 7'-7"
W18X76
W14X68 W14X68
A3
SF515
A1
SF515
W
X3
W
X2
W
X2
W
X2
W
X2
W
X2
W
X2
W18X76
W
X6
EQ
EQ
EQ
EQ
146'-4 11/16"
DBE
BOX TRUSS TOP
CHORD (CL)
145'-7"
145'-7 9/16"
FRONT TO BACK
TRUSS TOP
CHORD (CL)
'-4
9/
1/
8"
2L 6X
6X 1/2
NOTE:
TYPICAL TRUSS SHOWN ABOVE IS
LOCATED ALONG GRID 3, 4, 5, 6, 7 AND 8.
AB
HIGH EAVE DB
147'-8 3/4"
BOTT CHORD (CL)
131'-3"
B1
SF514
B3
SF515
16'-0"
W
X6
2L6X6X1/2
W18X40
W12X26
EQ
EQ
WP
2L 6X
6X 1/2
B4
SF515
A2
SF502
OH
W
X6
STL PLATE CONNECTORS
TOTAL (2) REQ'D AT ALL
DOUBLE L TRUSS WEB
MEMBER (EQUALLY SPACED)
3/16 3/16
DOUBLE L TRUSS WEB
MEMBER
6"
M
IN
1/2" M
IN
1/2"
NOTE:
CONNECTION DETAIL ABOVE SHALL BE USED AT ALL
DOUBLE L TRUSS WEB MEMBER ON THIS SHEET AND
ALL 2L6X6 VERTICAL BRACES.
AM
-0
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
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N N
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D R
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1 2 3 4
M
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F2
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SF213
FR
AM
IN
G
E
LE
VA
TI
O N
S M
SK
IC
H
IC
H
SCALE: 1/4" = 1'-0"
TYPICAL TRUSS ELEVATIONC1
0 2' 4' 8'
1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
TRUSS ELEVATIONA1
SCALE: NTS
CONNECTION DETAILB4
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1 5801 Broadway Extension, Suite 500, Oklahoma City, Oklahoma 73118-7436
Telephone (405) 840-2931 Facsimile (405) 842-7750 Website www.fsb-ae.com
GROUND FLOOR
100'-0"
LOW EAVE DB (L)
118'-8"
FG
11'-8" 3'-0"
SB506
B2
DBE
119'-8 1/16"
1" / 1'-0"
GROUND FLOOR
100'-0"
LOW EAVE DB (L)
118'-8"
FG
11'-8" 3'-0"
DBE
119'-8 1/16"
1" / 1'-0"
GROUND FLOOR
100'-0"
LOW EAVE DB (L)
118'-8"
FG
DBE
121'-1 3/4"
8" (C
U R
B)
1" / 1'-0"
GROUND FLOOR
100'-0"
FG
1'-7" 14'-8"
3" 3'-0"
SF503
A1
120'-2"
DBE
DBE
121'-1 3/4"
1" / 1'-0"
8" (C
U R
B)
GROUND FLOOR
100'-0"
FG
1'-7" 11'-8" 3'-0"
DBE
121'-1 3/4"
1" / 1'-0"
8" (C
U R
B)
GROUND FLOOR
100'-0"
LOW EAVE DB (L)
118'-8"
FG
1'-7" 11'-8" 3'-0"
2'-3"
DBE
119'-8 1/16"
1" / 1'-0"
AM
-0
- 1
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5 ADVERTISEMENT - 100% DESIGN
SO
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N N
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D R
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B Y:
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D B
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D
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B
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C R
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2 3
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A
B
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. A R
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C O
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1 2 3 4
M
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F2
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0 2' 4' 8'
1/4" = 1'-0"
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SF214
C M
U W
AL
L
EL
EV
AT
IO
N S
M
SK
BR
K
IC
H
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - GRID 3C1 SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - GRID 4C2 SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - GRID 5C4
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - GRID 6A1 SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN GRIDS 5 AND 6A2 SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN GRIDS 6 AND 7A4
GENERAL NOTES
A. REFER PLAN FOR CMU WALL TYPE AND
CONCRETE MASONRY WALL REINFORCEMENT
SCHEDULE FOR CMU WALL REINFORCEMENT.
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
EFG
'-0
1'-7" 11'-8" 3'-0" 23'-2" 5'-4" 2'-3"
REFER PILASTER
DETAIL
C J
A2 / S-010
C J
15'-2" 14'-8" 7 5/8"
SF215
A3
GROUND FLOOR
100'-0"
EFG
1'-7" 11'-8" 3'-0" 23'-2" 5'-4"
2'-3"
REFER PILASTER
DETAIL
SIM
A2 / S-010
C
JC
J
15'-2"
SF215
A3
14'-8"
7 5/8"
8" (C
U R
B)
GROUND FLOOR
100'-0"
1'-7" 5'-0" 4'-4 1/2" 7 1/2"
8'-9 3/8"
'-0
3"
3"
D5
SF503 B2
SF503
GROUND FLOOR
100'-0"
LOW EAVE DB (L)
118'-8"
G
10'-6" 1'-7"
6" 3"
'-0
8'-9 3/8"
D3
SF503D4
SF503
GROUND FLOOR
100'-0"
8 9 9.2
3'-0" 29'-4"
'-0
C J
C J
14'-8" 14'-8"
REFER PILASTER
DETAIL A1 / S-010
INVERTED CONC
BEAM
8" C
U R
B
AM
-0
- 1
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US Army Corps of Engineers
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5 ADVERTISEMENT - 100% DESIGN
SO
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AT
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N N
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N
AM
E:
D R
AW
N
B Y:
C H
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D B
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B
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T
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D
D
C
A
B
1 2 3 4
M
JT
G
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W
F2
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N
O V
0 2' 4' 8'
1/4" = 1'-0"
C :\U sers\dpatsia lis\O neD rive - FS B Architects +
Engineers\D ocu m ents\159100_S tru_dpatsialis.rv t
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SF215
C M
U W
AL
L
EL
EV
AT
IO
N S
M
SK
BR
K
IC
H
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN GRIDS 7 AND 8C1
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN GRIDS 8 AND 9C4
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN
GRIDS F AND GA1 SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN
GRIDS 11 AND 12A2
GENERAL NOTES
A. REFER PLAN FOR CMU WALL TYPE AND
CONCRETE MASONRY WALL REINFORCEMENT
SCHEDULE FOR CMU WALL REINFORCEMENT.
SCALE: 1/4" = 1'-0"
CMU WALL ELEVATION - BETWEEN
GRIDS D AND EA3
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
1/4" CHECKER PLATE
L3X3X5/16
L3X3X5/16
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S6
X6 X3
/16
HS
S6
X6 X3
/16
L4X4X1/4
1' -9
/4
1'
-9
3'-0 5/8" 1'-10 3/4"
4'-11 3/8"
D5
SF216
TOP OF STEEL
118'-11 3/4"
1" GAP
TYP AT
HSS6X6
1/4" CHECKER
PLATE
L3X3X5/16
L3X3X5/16
L3 X3
X5 /16
L4X4X1/4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
3'-7" 3'-8"
7'-3"
1' -9
/4
1'
-9
5'-0"
TOP OF STEEL
W12X14
118'-11 3/4"
L2 X2
X3 /16
WP
WP
2" M
AX
B5
SF216
SIM
1/4" CHECKER PLATE
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S6
X6 X3
/16
L3X3X5/16
L3X3X5/16
L3 X3
X5 /16 L4X4X1/4
1' -9
1'
-9
/4
5'-0"
TOP OF STEEL
118'-11 3/4"
L3X3X5/16
L3X3X5/16
L4X4X1/4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
1/4" CHECKER PLATE
1' -9
1'
-9
B5
SF216
4'-11 3/8"
TOP OF STEEL
118'-11 3/4"
45° 45°
L3 X3X
3/1
L3X3X3/16
EF
BOTT CHORD (CL)
131'-3"
TOP CHORD (CL)
140'-1"
L3X3X5/16
HSS2-1/2X2-1/2X1/4
L3X3X5/16 L3X3X5/16
HSS2-1/2X2-1/2X1/4 HSS2-1/2X2-1/2X1/4
L3X3X5/16
L4X4X1/2
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HSS2-1/2X2-1/2X1/4
L2 X2
X1 /4
L2 X2
X1 /4
3' -6
1/4" CHECKER PLATE
1'-4"
1'-0 1/2"
2'-0" 2'-2 1/2" 5'-0" 5'-0" 5'-3" 1'-4"
23'-2"
SF502
B3
W8X10
2'-3" 5"
5/8"X8" WIDE BEARING
PLATE (SLOT AND
WELD TO BEAM WEB)
(4) 3/4" DIA A325-N
BOLTS (GAGE=5 1/2")
1'-8 1/2"
1'-2 1/2" 1'-8 1/2"
5/8"X8" WIDE BEARING
PLATE (SLOT AND
WELD TO BEAM WEB)
HSS6X6X3/16
E F
BOTT CHORD (CL)
131'-3"
TOP CHORD (CL)
140'-1"
1/4" CHECKER PLATE
3' -6
L3X3X5/16
HSS2-1/2X2-1/2X1/4 HSS2-1/2X2-1/2X1/4
L3X3X5/16 L3X3X5/16
HSS2-1/2X2-1/2X1/4 HSS2-1/2X2-1/2X1/4
L3X3X5/16
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
L4X4X1/2
23'-2"
1'-4" 5'-3" 5'-0" 5'-0" 5'-3" 1'-4"
SF502
B3
5/8"X8" WIDE BEARING
PLATE (SLOT AND
WELD TO BEAM WEB)
(4) 3/4" DIA A325-N
BOLTS (GAGE=5 1/2")
BOTT CHORD (CL)
131'-3"
TOP CHORD (CL)
140'-1"
3' -6
L3X3X5/16
HSS2-1/2X2-1/2X1/4
L4X4X1/2
HS
S2
-1 /2X
2- 1/2
X1 /4
HS
S2
-1 /2X
2- 1/2
X1 /4
1/4" CHECKER PLATE
3'-8"
L3 1/2X3 1/2X1/4 L3 1/2X3 1/2X1/4
REF NOTE
REF NOTE
KICKER NOTE:
1. PROVIDE L3 1/2X3 1/2 KICKER AT
EACH HSS2 1/2X2 1/2 HANGER.
2. WELD TOP END OF KICKER TO
BEAM TOP FLANGE OR JOIST
TOP PANEL POINT
L3X3X5/16
H
SS
2- 1/
2X 2-
1/ 2X
1/
STEEL BEAM
REFER PLAN
L3 X3X
3/1
45°
CAP PLATE 1/2"X6"X0'-8"
W/ (4) 5/8" DIA A-325N
BOLTS (GA=3 1/2") IN STD
HOLES (TYPICAL)
CONNX PLATE 3/8"X5"X5" W/
(1) 3/4" DIA A-325N BOLTS IN
STD HOLE (TYP EA END OF
KICKER)
3/16
3/16
3/16
3/8" STIFFENER
PLATE AT NEAR
AND FAR SIDE
1 1/2"5"1 1/2"
WP
1 1 /2"
TY
P
6"
2" G
AP
4"
4"
L10X10X3/4 X 7" LONG W/
5" LONG VERT SLOT AT
NEAR AND FAR SIDE
STEEL BEAM
REFER PLAN
HSS6X6
REFER PLAN
1" DIA A325 THRU BOLT
CENTERED AT VERT
SLOT. FINGER
TIGHTENED NUT AND
DAMAGE THREAD
3/16
TYP
AM
-0
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
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FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
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D B
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. A R
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C O
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O F
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D
C
A
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SF216
C
AT
W
AL
K
FR
AM
IN
G E
LE
VA
TI
O
N S
M
SK
IC
H
IC
H
SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIOND1 SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIOND2 SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIOND4
SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIONB3
2' 6'4'0
3/8" = 1'-0"
SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIONB1
SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIONA1 SCALE: 3/8" = 1'-0"
CATWALK FRAMING ELEVATIONA3
SCALE: 1" = 1'-0"
SECTIONB5
0 6" 1' 2'
1" = 1'-0"
SCALE: 1 1/2" = 1'-0"
SECTIOND5
6" 1'-6"1'0
1 1/2" = 1'-0"
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
MECH PLATFORM
110'-0"
1.31.51.8
CONC PEDESTAL
CONC FOOTING
METAL GRATING
REFER PLAN
7'-3" 7'-3"
6"
8"
WP
WPWP
2L 3X
3X 1/4
2L3X3X1/4W 8X
W 8X
W 8X
W12X19 W12X19
W8X15 W8X15EQEQ
GROUND FLOOR
100'-0"
DEF
MECH PLATFORM
110'-0"
F.2 E.5 E.2 D.5 D.1
6"
2"
WP
WP WP
6"
W 8X
W 8X
W 8X
W 8X
W 8X
W12X19 W12X19 W12X19 W12X19
2L3X3X1/42L3X3X1/4
2'-4" 9'-8" 12'-0" 1'-6" 10'-6" 12'-0" 8"
12'-0" 12'-0" 12'-0" 12'-0"
CONC PEDESTAL
CONC FOOTING
METAL GRATING
REFER PLAN
8"
EQEQW8X15 W8X15
GROUND FLOOR
100'-0"
DEF
MECH PLATFORM
110'-0"
F.2 E.5 E.2 D.5 D.1
2L3X3X1/4 2L3X3X1/4
W12X19W12X19
W 8X
W 8X
W 8X
W 8X
W12X19W12X19
W 8X
2'-4" 9'-8" 12'-0" 1'-6" 10'-6" 12'-0" 8"
12'-0" 12'-0" 12'-0" 12'-0"
6"
2"
WP
WP WP
6"
CONC PEDESTAL
CONC FOOTING
METAL GRATING
REFER PLAN
8"
EQEQW8X15 W8X15
4'-10 1/2"
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
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B ro ad wa y E xte ns ion
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D O
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
A
B
M
AR
K
IS
SU
E D
AT
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FI
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N U
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BE
R
SI
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SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
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AT
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U .S
. A R
M Y
C O
R
PS
O F
EN
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IN
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R S
O M
AH
A
D
IS
TR
IC
T
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LS
W
O R
TH
A
FB
, S
D
D
C
A
B
1 2 3 4
M
JT
G
O B
W
F2
4R
N
O V
0 2' 4' 8'
1/4" = 1'-0"
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SF217
FR
AM
IN
G
E
LE
VA
TI
O N
S M
SK
IC
H
IC
H
SCALE: 1/4" = 1'-0"
BRACED FRAME AT GRIDS D.1, E.2 AND F.2C4SCALE: 1/4" = 1'-0"
BRACED FRAME AT GRID 1.3C1
SCALE: 1/4" = 1'-0"
BRACED FRAME AT GRID 1.8A1
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
MECH PLATFORM
110'-0"
7.98.38.6
8"
" W8X15 W8X15
2L3X3X1/42L3X3X1/4
W 8X
W 8X
W 8X
W12X19
METAL GRATING
REFER PLAN
6"
CONC
PEDESTAL
CONC
FOOTING
EQEQ
WP
9'-3"9'-3" 18'-6"
WP WP
7.98.38.6
100'-0"6"
8"
9'-3"9'-3"
18'-6"
110'-0"
MECH PLATFORM
GROUND FLOOR
" W12X19 W12X19
W 8X
W 8X
W 8X
W8X15 W8X15
2L3X3X1/4 2L3X3X1/4
METAL GRATING
REFER PLAN
CONC
PEDESTAL
CONC
FOOTING
WP
WP WP
SF218
C4
W6X15
BRACKET
12ZS3.25x070
GIRT BEYOND
8" CMU WALL
REFER PLAN
W10X22
BRACKET
C12X20.7
HSS12X12X3/16
1' -0
1"
G
AP
'-0
1'
-4
8"
8" CMU WALL
BEYOND
H
SS
X4
X3 /1
C12X20.7
BEYOND
6'-11" 1'-4"
1'-1" 5'-10" 2'-3"
1'-5"
W
X4
CONC SLAB
REFER PLAN
8"
BENT DOWEL SIZE
AND SPACING MATCH
WALL REINF
(LAP SPLICE = 40 X
REBAR DIAMETER)
3/16 1-4
HSS TO
HSS TYP
12GAx3"x3" x 10" LONG
CLIP L W/ (3) #10 SELF
DRILLING SCREWS
PER ANGLE LEG
C4
SB505
1/2" DIA VERT STL ROD
BEYOND (CENTERED AT
GIRT AND TACK WELD
EACH END TO GIRT)
CONC WALL
SF218
C3
4'-9"1'-6"
H
SS
X4
X3 /1
W
X4
HSS12X12X3/16
C12X20.7
HSS12X12X3/16
W6X15
BRACKET
12ZS3.25x070
GIRT
8" CMU WALL
REFER PLAN
8" CMU WALL
BEYOND
6"
1'
-0
1" G
AP
'-4
8"
W10X22
BRACKET
BEYOND
BEYOND
BE
Y
O N
D
1'-2"3'-7"2'-5"
1'-5"
CONC SLAB
REFER PLAN
CONC WALL
1' -4
8"
BENT DOWEL SIZE
AND SPACING
MATCH WALL REINF
(LAP SPLICE = 40 X
REBAR DIAMETER)
1/2" DIA VERT STL ROD
BEYOND (CENTERED AT
GIRT AND TACK WELD
EACH END TO GIRT)
C4
SB505
OH SIM
GROUND FLOOR
100'-0"
MECH PLATFORM
110'-0"
H J K
W8X18 W12X19
2L3X3X1/4
W8X15
W 8X
W 8X
W 8X
CONC
PEDESTAL
CONC
FOOTING
WP
WP
6" 4'
-6
1' -6
8"
5'-9 1/8" 9'-4" 12'-0"
27'-1 1/8"
EQEQ
AM
-0
- 1
D
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IG
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IS
SU
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F O
R P
R
IC
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G
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
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B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
A
B
M
AR
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FI
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BE
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SU
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TR
AC
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N O
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AT
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U .S
. A R
M Y
C O
R
PS
O F
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AH
A
D
IS
TR
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T
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D
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M
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SF218
FR
AM
IN
G
E
LE
VA
TI
O N
S M
SK
IC
H
IC
H
SCALE: 1/4" = 1'-0"
BRACING FRAMING ELEVATION AT GRID HA1 SCALE: 1/4" = 1'-0"
BRACING FRAMING ELEVATION AT GRID KA3
0 2' 4' 8'
1/4" = 1'-0"
SCALE: 3/8" = 1'-0"
MOCK-UP FRAMING ELEVATION
AND SECTIONC3 SCALE: 3/8" = 1'-0"
MOCK-UP FRAMING ELEVATION
AND SECTIONC4
2' 6'4'0
3/8" = 1'-0"
SCALE: 1/4" = 1'-0"
BRACING ELEVATION AT GRID 8.6B1
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
A
B
'-0
34'-8" 29'-4" 29'-4"
SF506
C3
SF506
A4 SF506
A3
1' -9
3'-2" 11'-6" 14'-8" 7'-11 1/4" 6'-8 3/4" 14'-8"
HSS6X6X3/16 HSS6X6X3/16
HSS6X6X3/16HSS6X
6X3/1
HSS6X
6X3/1
HSS6X6X3/16
L6X 6X
3/8
HSS6X
6X3/1
HSS6X6X3/16
HSS6X6X3/16
L6X6X3/8
2' -8
/2
VERT BRACED FRAME
REFER ELEVATION
VERT BRACED FRAME
REFER ELEVATION
VERT BRACED FRAME
REFER ELEVATION
HANGER
HANGER
HANGER
HANGER
HANGER
HANGER
HSS12X12X5/16 HSS12X12X5/16
A
B
29'-4" 30'-0" 29'-4"
'-0
2'
-3
SF506
B1
14'-8" 14'-8" 15'-0" 15'-0" 14'-8" 14'-8"
12'-1 1/2"
2'-6 1/2"
14'-8" 15'-0"
1'-3 3/4"
13'-8 1/4" 14'-8" 5'-2 1/2" 9'-5 1/2"
1' -1
1/
2"
2' -8
/2
1' -1
1/
2"
HSS6X6X3/16 HSS6X6X3/16
HSS6X6X3/16 HSS6X6X3/16
HSS6X6X3/16
HSS6X6X3/16
HSS6X6X3/16HSS6X6X3/16HSS6X6X3/16HSS6X6X3/16HSS6X6X3/16HSS6X6X3/16
H
SS
6X 6X
3/
H
SS
6X 6X
3/
H
SS
6X 6X
3/
H
SS
6X 6X
3/
H
SS
6X 6X
3/
H
SS
6X 6X
3/
HSS6X6X3/16
HSS6X6X3/16
L6X6X3/8 L6X
6X 3/8
HSS6X6X3/16
HSS6X6X3/16
L6X
6X 3/8
HSS6X6X3/16
HSS6X6X3/16
HSS6X
6X3/1
L6X 6X
3/8
L6X 6X
3/8
HANGER HANGER
HANGER
HANGER
HANGER HANGER
HANGER
HANGER
HANGER
HANGER
HSS6X6X3/16
3' -9
2'
-8
/2
HSS12X12X5/16 HSS12X12X5/16 HSS12X12X5/16
HSS6X
6X3/1
HANGER
AM
-0
- 1
D
ES
IG
N
IS
SU
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F O
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IN
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B ro ad wa y E xte ns ion
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F
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M
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D O
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
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C R
IP
TI
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D
2 3
C
A
B
M
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N O
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U .S
. A R
M Y
C O
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PS
O F
EN
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IN
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AH
A
D
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TR
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T
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LS
W
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A
FB
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D
D
C
A
B
1 2 3 4
M
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G
O B
W
F2
4R
N
O V
N
0 2' 4' 8'
1/4" = 1'-0"
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SF401
EN
LA
R G
ED
P
LA
N
S M
SK
BR
K
IC
H
SCALE: 1/4" = 1'-0"
SOFFIT FRAMING PLANC1
SCALE: 1/4" = 1'-0"
SOFFIT FRAMING PLANA1
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
A
B
29'-4" 29'-4" 3'-0" 9.2
9.2
SF506
D3
'-0
SF503
A4
14'-8" 14'-8" 14'-8" 11'-6" 3'-2" 2'-3 1/2" 8 1/2"
5'-3 1/4"
1' -9
2' -8
/2
3'
-9
1' -1
1/
2" 4"
HSS6X6X1/4HSS6X6X3/16
HSS6X6X3/16 HSS6X6X3/16 HSS6X6X3/16
HSS6X6X3/16HSS6X6X3/16HSS6X6X3/16H
SS
6X 6X
3/
H
SS
6X 6X
1/
H
SS
6X 6X
1/
H
SS
6X 6X
3/
HSS6X6X3/16
HSS6X6X3/16
HSS6X6X3/16
H
SS
6X 6X
3/
HSS6X6X3/16
L6X6X3/8
HSS6X
6X3/1
L6X6X3/8
HSS6X
6X3/1
HSS6X6X3/16
HANGER
HANGER
HANGER
HANGER
HANGER
1' -1
1/
2"
1' -1
1/
2" 5'
-7
/2
2' -8
/2
HSS12X12X5/16 HSS12X12X5/16
W6 BRACKET
B
SF216
D1
2'-9" 2'-3" 2'-3"
SF216
D2
OSHA COMPLIANT 24"
SELF-CLOSING
SAFETY SWING GATE
SF216
D4
SF216
B3
7' -0
/8
1' -1
3/
4"
3' -0
/8
HSS2-1/2X2-1/2X1/4
HSS2-1
/2X 2-1
/2X 1/4
HSS2-1
/2X
2-1 /2X
1/4
L3X3X5/16
W 8X
W8X10
W 8X
W 8X
W 8X
W8X10
HANGER
HANGER
HANGER
1/4" CHECKER
PLATE
TYP
4'-11" 4'-8"HSS2-1
/2X
2-1 /2X
1/4
HANGER
REFER CONNX
NOTE 1
CONNX NOTE:
1. PROVIDE BEAM TO BEAM
MOMENT CONNECTION
SF402
A4
W8X10 W8X10
E
F F
SF216
B1
1'-10" 1'-10" 7'-1 3/4"
5' -3
5'
-0
5' -0
5'
-3
OSHA COMPLIANT 24"
SELF-CLOSING
SAFETY SWING GATE
SF216
A1
SF216
A3
HSS2-1
/2X
2-1 /2X
1/4
HSS2-1
/2X
2-1 /2X
1/4HSS2-1/2X2-1/2X1/4
HSS2-1/2X2-1/2X1/4
HSS2-1/2X2-1/2X1/4
HSS2-1
/2X 2-1
/2X 1/4
HSS2-1/2X2-1/2X1/4
HSS2-1
/2X 2-1
/2X 1/4
HSS2-1
/2X
2-1 /2X
1/4
HSS2-1
/2X
2-1 /2X
1/4
2' -0
1'
-0
/2
W 8X
W 8X
W
8X
W 8X
W
8X
W 8X
W8X10
W8X10
1/4" CHECKER
PLATE
SF502
B3
1' -4
1'
-4
" HANGER
HANGER
HANGER
HANGER
HANGER
HANGER
HANGER
2'-4" 11'-3 1/16"
1' -0
HANGER
HANGER
HANGER
W8X10
W8X10
W8X10
1/4" CHECKER
PLATE
SF504
B4
G
7.9 8.3 8.6
HH
JJ
KK
9' -4
'-0
1/
2"
1'-7"
4'-7" 4'-8" 4'-8" 4'-7"
3' -8
4'
-1 0"
3'
-6
6" 3'
-8
4' -8
" ±1' -0
3' -8
4'
-1 0"
3'
-6
W8X15 W8X15 W8X15 W8X15
W8X15W8X15W8X15W8X15
W 8X
W 8X
W 8X
W
X1
W12X19 W12X19
W
X1
W 8X
W 8X
W 8X
W
X1
W12X19
W8X18
W12X19 W12X19
W
X1
W
X1
W
X1
W 8X
W 8X
W 8X
W8X15
W8X15 W8X15 W8X15
W8X15W8X15
TO
S
EL
=1
'-1
0"
TY
PI
C
AL
3/4" DIA STEEL ROD
W/ TURNBUCKLE
TYPICAL
AT EXTERIOR MECHANICAL PLATFORM, PROVIDE HOT-
DIPPED GALVANIZED WELDED BAR GRATING WITH
2"X3/16" STEEL BEARING BAR AT 1 3/16" OC AND
CROSS BAR AT 4" OC.
A1
SF218
A3
SF218
B1
SF218
3 1/2"
3 1/2"3 1/2"
3'-1" 3'-9" ± 4'-9" ± 3'-10"
LEGEND
4'-0" ± 4'-7" ±
CU-2
74 LBS
CU-4
389 LBS
CU-1
389 LBS
CU-3
391 LBS
CU-5
727 LBS
C O
O R
D W
EQ
U
IP
M
EN
T C
O O
R D
W
EQ
U
IP
M
EN
T
COORD W/
EQUIPMENT
COORD W/
EQUIPMENT
COORD W/
EQUIPMENT
W12X19
LOWLOW
C O
O R
D W
EQ
U
IP
M
EN
T
W 8X
W 8X
NOTE:
ALL EXPOSED STEEL MEMBER
SHALL BE HOT DIPPED GALVANIZED.
REFER STEEL CONSTRUCTION
NOTE NO. 10 ON SHEET S-002
L3X3 VERT
POST
L4X4 REFER
ELEVATION
1/4 CHECKER
PLATE
STEEL BEAM
REFER PLAN
STEEL BEAM
REFER PLAN
4"
STEEL BOT PL
3/8"X5"X0'-9"
STEEL TOP PL
3/8"X3"X0'-4"
EACH SIDE
3/16
TYP
3/16
TYP
AM
-0
- 1
D
ES
IG
N
IS
SU
ED
F O
R P
R
IC
IN
G
N O
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B ro ad wa y E xte ns ion
, S uit e 5
Ok lah om a C ity , O
K
8-7
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PO
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D J
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F
U
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S
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M
AI
N
TE
N
AN
C E
D O
C K
AN
SI
D
US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
A
B
M
AR
K
IS
SU
E D
AT
E:
FI
LE
N U
M
BE
R
SI
ZE
SU
BM
IT
TE
D B
Y:
C O
N
TR
AC
T
N O
D
AT
E
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
O M
AH
A
D
IS
TR
IC
T
EL
LS
W
O R
TH
A
FB
, S
D
D
C
A
B
1 2 3 4
M
JT
G
O B
W
F2
4R
N
O V
N
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11/17/2023 9:22 :35 AM
SF402
EN
LA
R G
ED
P
LA
N
S M
SK
BR
K
IC
H
0 2' 4' 8'
1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
SOFFIT FRAMING PLANC1
SCALE: 3/8" = 1'-0"
CATWALK ENLARGED PLANA1 SCALE: 3/8" = 1'-0"
CATWALK ENLARGED PLANA3
2' 6'4'0
3/8" = 1'-0"
SCALE: 1/4" = 1'-0"
EXTERIOR MECHANICAL PLATFORM
ENLARGED FRAMING PLANB4
SCALE: 1 1/2" = 1'-0"
FRAMING SECTIONA4
6" 1'-6"1'0
1 1/2" = 1'-0"
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
E
F
8 9
2'-4 3/8"
29'-4" 1'-0" 2'-0"
5' -4
1'
-1
5/ 8"
'-2
SF504
D2
SF504
D1
SF504
D1
SF504
D4
9.2
4'-3 5/8" 4'-0"
3' -8
/1
6" 4'
-0
SF504
B1
B3
SF504
10'-8" 29'-4" 3'-0"
TO SLAB EL
112'-10"
SF504
A1
SF215
A3
1'-0"
1'-5 1/2"
1'-0"
4"
FAN
200LBS
INVERTED CONC
BEAM W/ CMU
WALL ABOVE
INVERTED
CONC BEAM
LOAD BEARING
CMU WALL
BELOW
LOAD BEARING
CMU WALL
BELOW
HSS6X6X1/4
BP7
OPENING
10'-3 13/16" 17'-0 11/16"
1'-11 1/2"
1'-0"
MC10X8.4
M C
X8
.4
SIM
BL
O
C
KO
U T
1' -0
" M
IN
T O
ADD'L (31) #5X12'-0"
AT 1'-0" OC MAX TOP
4'-4"
ADD'L (2) #7X12'-0"
AT 3" OC TOP
A2
S-010 SIM
A2 S-010
A1 S-010
EQ EQ
ADD'L #6 BENT BAR
TOP AND BOT
2'-0"
4' -0
A
5' -4
/8
5/
8"
5' -4
/8
11'-3 1/4"
'-7
/8
SF504
A4
SF504
A3
8" LOAD BEARING
CMU WALL AT
PERIMETER TYP
1' -3
/8
8"
TO SLAB EL
112'-10"
6'-5 3/8"
2 1/2" NORMAL WEIGHT CONCRETE
OVER 1 1/2" X 22 GA GALV FORM DECK GR 50
(FOR A TOTAL THICKNESS OF 4")
REINF W/ 6x6-W4.0xW4.0 WWF
PROVIDE #4 BENT DOWELS
AT 16" OC AT PERIMETER
AND INTERIOR WALL
TYPICAL
8" INTERIOR LOAD
BEARING CMU WALL
KEYNOTES
1 COVER COLUMN WITH 2" RIGID INSULATION DURING CONCRETE
POUR AND REMOVE AFTER CONCRETE IS SET. REFER TO
ARCHITECTURE FOR INFILL MATERIAL.
MECHANICAL EQUIPMENT, ESTIMATED WEIGHT 1300 LBS.
PROVIDE CONCRETE HOUSEKEEPING PAD NOT MORE THAN 6"
THICK.
PROVIDE 4" EXPANSION MATERIAL PER ARCHITECTURE.
AT EXTERIOR MECHANICAL PLATFORM, PROVIDE HOT-DIPPED
GALVANIZED WELDED BAR GRATING WITH 2"X3/16" STEEL
BEARING BAR AT 1 3/16" OC AND CROSS BAR AT 4" OC.
10" CONCRETE SLAB REINFORCED WITH #6 AT 12" OC EACH
WAY BOTTOM AND #5 AT 12" OC EACH WAY TOP. ADD'L REINF
REFER PLAN.
D D
E E
F F
F.2 F.2
E.5 E.5
E.2 E.2
D.5 D.5
D.1 D.1
1.3
1.3
1.5
1.5
1.8
1.8
W12X19W12X19
W
X1
W8X24 W8X24
W
X1
W 8X
W
X2
W 8X
W8X24W8X24
W12X19 W12X19
W8X24 W8X24
W
X1
W
X1
W 8X
W 8X
W12X19 W12X19
W 8X
W 8X
W8X24 W8X24
W
X1
W
X1
W
X2
W8X24W8X24
W 8X
W 8X
W12X19W12X19
W
X1
W 8X
W
X2
W 8X
W8X24W8X24
W
X1
W12X19 W12X19
3/4" DIA STEEL ROD
W/ TURNBUCKLE
3/4" DIA STEEL ROD
W/ TURNBUCKLE
3/4" DIA STEEL ROD
W/ TURNBUCKLE
3/4" DIA STEEL ROD
W/ TURNBUCKLE
2' -4
9'
-8
'-0
1'
-6
'-6
'-0
8"
'-0
'-0
'-0
'-0
7'-3" 7'-3"
4"
4"
4"
4"
3' -1
7'
-6
1' -5
5'
-6
6' -6
2'
-7
7' -1
2'
-4
6' -9
5'
-3
5'-3" ± 2'-0" ± 3'-8" ± 3'-7"
2'-7" 4'-8" ± 4'-11" ± 2'-4"
TO
S
E L=
9'
-1 0"
TY
P
IC
AL
W
X2
DOAS-2
3200 LBS
DOAS-1
3200 LBS
PCA-1
6000 LBS
COORD W/ EQUIPMENT
C O
O R
D W
EQ
U
IP
M
EN
T C
O O
R D
W
EQ
U
IP
M
EN
T
C O
O R
D W
EQ
U
IP
M
EN
T
COORD W/
EQUIPMENT
NOTE:
ALL EXPOSED STEEL MEMBER
SHALL BE HOT DIPPED
GALVANIZED. REFER STEEL
CONSTRUCTION NOTE NO. 10
ON SHEET S-002.
AM
-0
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US Army Corps of Engineers
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5 ADVERTISEMENT - 100% DESIGN
SO
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D R
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C :\U sers\dpatsia lis\O neD rive - FS B Architects +
Engineers\D ocu m ents\159100_S tru_dpatsialis.rv t
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SF403
EN
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P
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SCALE: 1/4" = 1'-0"
MECHANICAL PLATFORM ENLARGED PLANB1
SCALE: 1/4" = 1'-0"
ENLARGED PLANA1 SCALE: 1/4" = 1'-0"
EXTERIOR MECHANICAL PLATFORM ENLARGED FRAMING PLANA3
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
CONT 3/8"
BENT PLATE
HSS12X6 REFER
ELEVATION
3/16 2-12
STEEL BEAM
REFER PLAN
DECK EDGE
1'-8" TO
2'-3"
6"
1/
2"
ROOF STEEL DECK
REFER PLAN
G
1/4" CONT BENT
PLATE
8"
6"
HSS12X12 REFER
ELEVATION
1'-7"
STEEL BEAM
REFER PLAN
3/8" CONT BENT
PLATE
1" DIA CONT BAR
9"
1'-3"DECK EDGE
1'-5" TO
5"
STEEL JOIST
REFER PLAN
ROOF STEEL DECK
REFER PLAN
1/4" BENT PLATE
BTWN JOISTS5"
7"
3/16 2-12
TYP
WELD NOTE:
OMITTED WELD DETAIL
REFER SECTION D3 / SF501
G
3/8" CONT BENT PLATE
1/4" CONT PLATE
8"
6"
HSS12X6 REFER
ELEVATION
3/16 2-12
TYP
1'-7"
STEEL BEAM
REFER PLAN
REFER TO TYP
DETAIL ON S-011
W12
9"
1'-3"
3/16 2-12
TYP
3/16 2-12
TYP
3/16 2-12 3/16 2-12
TYP
1" DIA CONT BAR
DECK EDGE
1'-5" TO
1/4 2-16
TYP
2"
1'-7"
HSS12X6
REFER PLAN
3/16 2-12
STEEL BEAM
REFER PLAN
CONT 3/8"
BENT PLATE
6"
1/
2"
DECK EDGE
1'-0" TO
ROOF STEEL DECK
REFER PLAN
A 2'-3"
3/16 2-12
TYP
HSS12X12 REFER
ELEVATION
STEEL BEAM
REFER PLAN
1/2" 1'-2"
3/16 2-12 3/16 2-12
TYP
1" DIA CONT BAR
3/8" CONT BENT
PLATE
1'-0 1/2"
1/
2"
3/16 2-12
TYP
DECK EDGE
2'-1" TO
STEEL JOIST
REFER PLAN
ROOF STEEL DECK
REFER PLAN
5"
1/4" BENT PLATE
BTWN JOISTS
5"
7"
3/16 2-12
TYP
A
HSS12X12
REFER
ELEVATION
1'-2"
2'-3"
STEEL BEAM
REFER PLAN
3/16 2-12 3/16 2-12
TYP
3/16 2-12
TYP
3/16 2-12
TYP
1" DIA CONT BAR
3/8" CONT BENT PLATE
1/ 2"
1'-0 1/2"
1/2" COLUMN CAP
1/4" BENT PLATE
BTWN JOISTS
5"
7"
3/16 2-12
TYP
STEEL JOIST
REFER PLAN
5"
DECK EDGE
2'-1" TO
A
HSS12X12
REFER
ELEVATION
3/16 2-12
TYP
3/8" CONT
BENT PLATE
1/
2"
1'-0 1/2"
3/16 2-12 3/16 2-12
TYP
3/16 2-12
TYP
1" DIA CONT
BAR
1'-2"
STEEL BEAM
REFER PLAN
1/4" BENT PLATE BTWN
JOISTS OR BEAM
1/2" DIA
SAG ROD
5"
3/8" CONNX PLATE
1"
1 1/2" 1 3/4"
3" 3"
3" 3"
1/4
DECK EDGE
2'-1" TO
2'-3"
COPE
BEAM AS
SHOWN
1/2"X7"X0'-7" BRG SEAT
WELD TO BEAM WEB
5"
7"
A
HSS14X14
REFER
ELEVATION
2'-3"
STEEL BEAM
REFER PLAN
2-12
TYP
2-12 2-12
TYP
3/16 2-12
TYP
3/8" CONT BENT
PLATE
1/
2"
1'-2"
1" DIA CONT BAR
1'-0 1/2"
1/4" BENT PLATE
BTWN JOISTS
5"
7"
DECK EDGE
2'-1" TO
ROOF STEEL DECK
REFER PLAN
STEEL JOIST
REFER PLAN
5"
3/16 2-12
TYP
B
1/4" CONT PLATE
8"
6"
HSS14X14 REFER
ELEVATION
2'-3"
3/16 2-12
TYP
3/16 2-12 2-12
TYP
3/16 2-12
TYP
3/8" CONT BENT PLATE
1'-3"
9"
1" DIA CONT BAR
WELD NOTE:
OMITTED WELD DETAIL
REFER SECTION D3 / SF501
DECK EDGE
2'-1" TO
HSS12X6
REFER
ELEVATION
3/16 2-12
STEEL BEAM
REFER PLAN
DECK EDGE
1'-8" TO
ROOF STEEL
DECK REFER
PLAN
CONT 3/8"
BENT PLATE
6"
1/
2" 2'-3"2 2'-3"
CONT 3/8"
BENT PLATE
HSS12X6 REFER
ELEVATION
3/16 2-12
STEEL BEAM
REFER PLAN
6"
1/
2"
ROOF STEEL DECK
REFER PLAN
DECK EDGE
1'-8" TO
E
5"
STEEL JOIST
REFER PLAN
ROOF STEEL DECK
REFER PLAN
STEEL BEAM
REFER PLAN
5/8"X8" WIDE BEARING
PLATE (SLOT PLATE
AND WELD TO BEAM
WEB)
STEEL BEAM
REFER PLAN
CLIP L8X4X7/16 X 5 1/2"
LONG W/ (2) 3/4" A325-N
BOLTS IN SSLT HOLES
B1 / SF502
NOTE:
WELD AND OTHER OMITTED DETAILS
REFER TO SECTION
2"
1'-3 1/2" 5"
AM
-0
- 1
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
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C
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AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
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D B
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B
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SF501
FR
AM
IN
G
D
ET
AI
LS
M
SK
IC
H
IC
H
SCALE: 1" = 1'-0"
SECTIOND1 SCALE: 1" = 1'-0"
SECTIOND2 SCALE: 1" = 1'-0"
SECTIOND3
SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND4
0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIONB2 SCALE: 1" = 1'-0"
SECTIONB3 SCALE: 1" = 1'-0"
SECTIONB4
SCALE: 1" = 1'-0"
SECTIONA3SCALE: 1" = 1'-0"
SECTIONA2SCALE: 1" = 1'-0"
SECTIONA1 SCALE: 1" = 1'-0"
SECTIONA4
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
2'-3"
HSS12X6 REFER
ELEVATION
STEEL BEAM
REFER PLAN
3/8" CONT BENT
PLATE
9"
1'-0 1/2"
1" DIA CONT BAR
HSS12X6 REFER
ELEVATION
1'-2 1/2"
DECK EDGE
2'-1" TO
1/4" CONT BENT
PLATE
8"
6"
STEEL JOIST
REFER PLAN
ROOF STEEL DECK
REFER PLAN
WELD NOTE:
OMITTED WELD DETAIL
REFER SECTION D3 / SF501
1/4" BENT PLATE
BTWN JOISTS
5"
7"
3/16 2-12
TYP
5"
A
HSS12X12
1'-1" 1'-2" 9"
W12 STL BEAM
REFER PLAN
W14 TRUSS
TOP CHORD
2-12 2-12
TYP
2-12
TYP
2-12
TYP
1" DIA CONT BAR
3/8" CONT BENT PLATE
1'-0 1/2" 3/16 2
TYP AT
NEAR AND
FAR END
3/8"X1'-11"X8" LONG
STL PLATE (ALIGN AT
EACH BEAM)
3/8"X9" LONG BENT
PLATE (ALIGN AT EACH
BEAM)
5"
4"
SHEAR CONNX
REFER A4 / S-012
A
HSS12X12 GIRT
W14 TRUSS TOP
CHORD REF ELEV W18 TRUSS TOP
CHORD REF ELEV
1'-0 1/2" 1/2"
1'-2" 9"
2-12
TYP
2-12 2-12
TYP
2-12
TYP
1" DIA CONT BAR
3/8" CONT
BENT PLATE
1'-0 1/2"
W14 TRUSS
VERTICAL
TRUSS GUSSET PL
CONNECTION, REFER
SCHEDULE (BOLTS
OMITTED FOR CLARITY)
3/16
TYP AT
NEAR AND
FAR END
3/8"X1'-11"X5" LONG STL PLATE
(ALIGN AT TRUSS AND BOTH
SIDES OF SPLICE)
3/8"X6" LONG BENT PLATE
(ALIGN AT TRUSS AND
BOTH SIDES OF SPLICE)
SHEAR PLATE 3/8"X4 1/2" X
1'-0" W/ (4) 3/4" DIA A325-N
BOLTS IN STD HOLES
(AT SIM, CONNX REFER
SCHEDULE AND )
1/4 1/4
2" 2"
1/
2" 3"
3" 3"
1/
2"
4"
3"
W6 BRACKET
WELD TO TRUSS
GUSSET PL REF SIM
DETAIL A4 / S-014
A1 / S-013
C ROOF STEEL DECK
REFER PLAN
STEEL BEAM
REFER PLAN
5"
1/2" COL CAP
STEEL JOIST
REFER PLAN
STEEL COLUMN
REFER PLAN
STEEL JOIST
REFER PLAN
3/16 2
TYP
NOTE:
PROVIDE BOLTED
CONNECTION AT COLUMN
JOISTS AND NEAR COLUMN
JOISTS AS REQUIRED
C
STEEL JOIST
REFER PLAN
ROOF STEEL DECK
REFER PLAN
5"
STEEL BEAM
REFER PLAN
3/16
BM WEB
TO BRG
PL (TYP)
1'-7" 5"
5/8"X8" WIDE BEARING
PLATE (SLOT PLATE
AND WELD TO BEAM
WEB)
STEEL BEAM
REFER PLAN
3/16 2
BRG PL TO
BEAM TYP
2"
CLIP L8X4X7/16 X 5 1/2"
LONG W/ (2) 3/4" A325-N
BOLTS IN SSLT HOLES
1/
4" 3"
1/
4"
3/16 5 3/16 5
TYP
6 1'-6"
3/16
CONT L4X4X5/16
W18 STEEL BEAM
REFER PLAN
W12 STEEL BEAM
REFER PLAN
6"
3/8" STIFF PL AT
4'-0" OC MAX
(1'-0" MAX FROM
EA END OF BEAM)
5"
CONT 3/8"
BENT PLATE
11 1/2"
1/
2"
1'-0"3/16 2-12
ROOF STEEL DECK
REFER PLAN
ROOF STEEL DECK
REFER PLAN
BOTT CHORD (CL)
131'-3"
1' -9
1'
-9
" L4X4X1/2
HSS2-1/2X2-1/2X1/4
L3X3X5/16
3/16
D4
SF502
REFER TYP DETAILS
TYP
3/16
L3 1/2X3 1/2X1/4
L3 1/2X3 1/2X1/4
KICKER NOTE:
1. PROVIDE L3 1/2X3 1/2 KICKER AT
EACH HSS2 1/2X2 1/2 HANGER.
2. WELD TOP END OF KICKER TO
BEAM TOP FLANGE OR JOIST
TOP PANEL POINT
REF NOTE
REF NOTE
1/4" CHECKER
PLATE
HSS2-1/2X2-1/2 HANGER
REFER PLAN AND
ELEVATION3/16
TYP
CAP PLATE 1/2"X6"X0'-8"
W/ (4) 5/8" DIA A-325N
BOLTS (SPACING=5") IN
STD HOLES (TYPICAL)
3/8" STIFFENER
PLATE EACH SIDE
STEEL BEAM
REFER PLAN
1 1/4"3 1/2"1 1/4"
6"
METAL ROOF
DECK REFER
PLAN
9 9.2
8 1/4"
(R
EF
ER
E
LE
VA
TI
O
N
VA
R
IE
S
1' -6
3'
-3
5' -4
5'
-8
HS
S5
X5 X3
/16
VERTICAL DUCTWORK
PER MECHANICAL
MIN
6 3/8"
1/4" CAP TYP
M
IN1"
1/2"X9"X0'-9" EMBED PL
W/ (4) 1/2" DIA X 4 1/2"
HSA (ANCHOR SPACING
= 6" OC EW) TYP
3/16REINF SLAB
REFER PLAN
NOTE: CONTRACTOR TO
PROVIDE ATTACHMENT OF
VERTICAL DUCTWORK TO
HSS5X5 AS REQUIRED PER
MECHANICAL
PIPE PER MECHANICAL
NOTE: CONTRACTOR TO
PROVIDE UNISTRUT SIZE,
CONNECTION AND LOCATION
WITH A 5'-0" MAX SPACING OR
AS REQUIRED PER MECHANICAL
REQUIREMENTS FOR PIPE
SUPPORTS
HORIZONTAL DUCTWORK
PER MECHANICAL
HORIZONTAL DUCTWORK
PER MECHANICAL
HSS6X6
HSS6X6
SIM
NOTE: CONTRACTOR TO
PROVIDE ATTACHMENT OF
HORIZONTAL DUCTWORK TO
HSS6X6 AS REQUIRED PER
MECHANICAL
HSS6X6
F
HSS12X6 GIRT
W12 COLUMN BEYOND
REFER PLAN
TYP W6X15 BRACKET
HSS12X2
(2) 3/4" DIA A325-TC
BOLTS. PROVIDE SSL
HOLES (PARALLEL TO
HSS GIRT) IN HSS GIRT
1" G
AP
110'-0"
TOP OF
CMU WALL
HSS12X6 GIRT
HSS12X2X3/16
X 10" LONG
3/16 2-12
3/16 12
10"
1/2" GAP
1 3/4" 1 3/4"
AM
-0
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
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SF502
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SCALE: 1" = 1'-0"
SECTIOND1
SCALE: 1" = 1'-0"
SECTIONA1
0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIONA2
SCALE: 1" = 1'-0"
SECTIONB2SCALE: 1" = 1'-0"
SECTIONB1
SCALE: 1" = 1'-0"
SECTIOND2
SCALE: 1/2" = 1'-0"
CATWALK CONNECTIONSB3
SCALE: 1 1/2" = 1'-0"
CONNECTIOND4
6" 1'-6"1'0
1 1/2" = 1'-0"
0 1' 2' 4'
1/2" = 1'-0"
SCALE: 1/2" = 1'-0"
TYPICAL VERTICAL
DUCTWORK SUPPORTA4
SCALE: 1" = 1'-0"
SECTIOND3
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
G
110'-0"
TOP OF CMU
HSS12X12
HSS12X6
3/16
3 SIDES
1/2" DIA ANCHOR X
4 1/2" EMBED WITH
EPOXY ADHESIVE
(FINGER TIGHTEN
NUTS AND BURR
THREADS)
3"6"3"
/1 6"
3/
1'-0"
BENT PL 3/8X1'-3"X1'-0"
LONG W/ 6" LONG
SLOTTED HOLE
(SPACED AT 6'-0" OC
MAX)
HSS12X2X3/16
3/16 212 3/16
3 SIDES
3/16
HSS12X6
3/16
HSS COLUMN
REFER PLAN
1/2" DIA ANCHOR X 4
1/2" EMBED WITH
EPOXY ADHESIVE
(FINGER TIGHTEN
NUTS AND BURR
THREADS)
3"6"3"
8"
/1 6"
3/
1'-0"
BENT PL 3/8X1'-0"X1'-0"
LONG W/ 6" LONG
SLOTTED HOLE
(4) BENT PL
EQUALLY
SPACED
1/2" END PLATE
TYPICAL
3" 6"
3/16
3 SIDES3/16
HSSHSS12X6
1/2" DIA ANCHOR X 4 1/2"
EMBED WITH EPOXY
ADHESIVE (FINGER
TIGHTEN NUTS AND BURR
THREADS)
3"6"3"
/1 6"
3/
1'-0"
BENT PL 3/8X1'-3"X1'-0"
LONG W/ 6" LONG
SLOTTED HOLE
(4) BENT PL EQUALLY
SPACED
HSS12X2X3/16
3/16 2-12
ROOF STEEL
DECK REFER
PLAN
STEEL JOIST
REFER PLAN
L2 1/2X2 1/2X1/4 KICKER
HS
S6
X6 X1
/4
3"TOP OF STEEL
STEEL BEAM
REFER PLAN
119'-1"
6"
3" 3"
2"
7 3/8"
7 1/2"
(2) 3/8" PLATES (ONE
AT EACH SIDE OF
HSS) WITH 13/16"X3"
LONG VERT SLOTTED
BOLT HOLE
L3X3X1/4 AT
KICKER
1/4" CONNX
PLATE TYP
3/16
TYP
EACH
END OF
KICKER
3/4" DIA A325-N THRU
BOLT (FINGER
TIGHTEN NUTS AND
BURR THREADS)
3/16
TYP
3/16
W12
HSS12X6
2'-3" 2'-3"
126'-11"
BOTTOM OF
SOFFIT FRAMING
HSS6X6X1/4
12Z GIRT
REFER
ELEVATION
W6X15 BRACKET
W6X15 BRACKET
TYP W6 BRACKET
INFILL CFMF
WALL REFER
ARCH
CONTINOUS
EDGE ANGLE 12Z GIRT
REFER
ELEVATION
TOP DOOR
RAIL FRAMING
HSS12X6
H
SS
9X 9X
3/
9 9.2
HSS12X6 REFER
ELEVATION
8 3/8"2'-3 5/8"
3/16 2-18
12" INSULATED
CMU WALL
(REFER PLAN
AND SCHEDULE)
L2-1/2X2-1/2X1/4 KICKER
TO JOIST TOP PANEL POINT
AT EACH WALL BRACE
POINT
1/2" DIA ANCHOR X 4 1/2"
EMBED WITH EPOXY
ADHESIVE (FINGER
TIGHTEN NUTS AND
BURR THREADS)
L3X3X1/4 AT EACH
KICKER
INSULATION INSERT
(REFER ARCH)
SLOPED BOND BEAM
STEEL JOIST/BEAM
(REFER PLAN)
ROOF STEEL DECK
(REFER PLAN)
STEEL BEAM
REFER PLAN
NOTE:
OMITTED DETAIL REFER
SECTION B1 / S-010
AR
C
H R
EF
ER
9 9.2
4" EXP JOINT
(REFER ARCH)
3'-0"
1'-0" 4" 1'-8"
STEEL BEAM
REFER PLAN
STEEL BEAM
REFER PLAN
1/2" CONT BENT
PLATE
1/
2"
3/16 2-12 3/16 2-12
TYP
1/
2" T
YP
ROOF STEEL
DECK REFER
PLAN
12" INSULATED
CMU WALL
(REFER PLAN
AND SCHEDULE)
L2-1/2X2-1/2X1/4
KICKER TO JOIST TOP
PANEL POINT AT EACH
WALL BRACE POINT
1/2" DIA ANCHOR X 4 1/2"
EMBED WITH EPOXY
ADHESIVE (FINGER
TIGHTEN NUTS AND
BURR THREADS)
NOTE:
OMITTED DETAIL REFER
SECTION B1 / S-010
1/4" CONNX
PLATE TYP
3/8" BENT PLATE
X 1'-9" LONG AT
5'-4" OC MAX
W18 BEAM
1'-0" 1'-8"
4"
METAL DECK
(REFER PLAN)
W16 BEAM
W12 BEAM
WALL INFILL
PER ARCH
3/8" CONT
BENT PL
CMU WALL
REFER PLAN
110'-0"
TOP OF
CMU WALL
1" 6"
3" 1'
-0
HSS12X12 GIRT
HSS12X6
W12 COLUMN BEYOND
REFER PLAN
TYP W6X15 BRACKET
HSS12X2X3/16
3/16 2-12 1/2" GAP
COPE BOTH SIDES OF
HSS12X12 AROUND
W6 BRACKET
CONNX PLATE 1/2"X3"X1'-0"
W/ (2) 3/4" DIA A325-TC
BOLTS TOP AND BOT.
PROVIDE SSL HOLES
(PARALLEL TO HSS GIRT)
IN HSS GIRT
4" MAX
(2) 3/4" DIA A325-TC BOLTS
AT EACH END OF HSS GIRT
PROVIDE SSL HOLES (PARALLEL
TO HSS GIRT) IN HSS GIRT
3/16
1 3/4" 1 3/4" B
12" CMU WALL
HSS12X6 REFER
ELEVATION
STEEL COLUMN
BEYOND
REFER PLAN
BLOCKOUT CMU WALL
1/2" CLEAR AROUND
HSS12X6 AND W6
BRACKET(PROVIDE FIRE
PROOFING AS REQ'D)
TYP W6X15 BRACKET
WELDED TO STEEL
COLUMN BEYOND
AM
-0
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
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B
Y:
D
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C R
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2 3
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FI
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BE
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N O
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. A R
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C O
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O F
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0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
SECTIOND3 SCALE: 1" = 1'-0"
SECTIOND4 SCALE: 1" = 1'-0"
SECTIOND5
SCALE: 1" = 1'-0"
SECTIONB2
SCALE: 1" = 1'-0"
SECTIONA4
SCALE: 1" = 1'-0"
SECTIOND1
SCALE: 1" = 1'-0"
SECTIONB3
SCALE: 1" = 1'-0"
SECTIONA1 SCALE: 1" = 1'-0"
SECTIONA2 SCALE: 1" = 1'-0"
SECTIONA3
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
GUARDRAIL 1 1/2"
STD PIPE
(REMOVABLE)
REFER ARCH
10" CONCRETE
ELEVATED SLAB
GUARDRAIL SLEEVE
HSS 2.375x0.188
8" INTERIOR CMU
WALL REINF REFER
SCHEDULE
MC10x8.4 PERIMETER
SLAB STEEL
#5 TOP REINF
AT 12" OC
#6 BOTTOM STEEL
REBAR AT 12" OC
#5 AT 12" OC TOP AND
#6 AT 12" OC BOT
#4X2'-0" DBA ALIGNED AT
GUARDRAIL AND AT 2'-0" OC
BTWN GUARDRAIL (WELDED
TO MC10 AT SLAB EDGE)
112'-10"
TO SLAB
3/8" CAP PLATE
1" C
LR
1" C
LR
BENT DWL SIZE AND
SPACING MATCH WALL
REINF
2-0
3-
5"
3/16 3/16
8" INTERIOR CMU WALL
#5 AT 32" VERTICAL
WALL REINFORCEMENT
#5 TOP REINF AT
12" OC
#6 BOTTOM REINF
AT 12" OC
#3 TIES AT 14" OC
TYPICAL
#5 AT 12" OC TOP
AND #6 AT 12" OC
BOT
112'-10"
TO SLAB
TYP BOND BEAM
REFER CMU WALL
SCHEDULE
BENT DOWEL SIZE
AND SPACING MATCH
WALL VERT REINF
1' -1
0"
(2) #8 TOP
(3) #7 BOTTOM
(SPACING = 3" OC)
(2) #5 AT MID
DEPTH OF BEAM
5-
2-0
C
LR
1/
2"
ADD'L TOP REINF
REFER PLAN
#5 TOP REINF
AT 12" OC TYP
10" ELEVATED
CONCRETE SLAB
#6 BOTTOM
REINF AT 12" OC
TYP
#5 AT 12" OC
TOP AND #6 AT
12" OC BOT TYP
BENT DOWEL SIZE AND
SPACING MATCH WALL
VERT REINF ALTERNATE
TOP LEG'S DIRECTION
8" INTERIOR CMU
WALL
112'-10"
TO SLAB
BOND BEAM
2'-0"
3' -0
C
LR1"
C
LR1"
1' -1
0"
(2) #7 TOP REBAR
(4) #7 STEEL
TOP REINF
#4 STIRRUP AT 12" OC
(6) #7 BOT REINF
HSS6X0.188
12" INSULATED
CMU WALL
REFER PLAN
112'-10"
TO SLAB
PLACE RIGID
INSULATION DURING
ELEVATED SLAB POUR
AND REPLACE WITH
EXPANSION JOINT PER
ARCHITECTURE
1'-0" 1'-5 1/2" 1'-0"
3'-6"
1" C
LR
1" C
LR
1/
2" C
LR
1 1/2" CLR
9 ADD'L (3) #5 REINFORCING BAR
TOP AND BOTTOM EACH SIDE
OF THE OPENING. SPAN REINF
BAR FROM SUPPORT TO
SUPPORT, TYPICAL
ADD'L #5 DIAGONAL
REINFORCING BAR TOP AND
BOTTOM AT EACH CORNER OF
THE OPENING (LENGTH =
96 X BAR DIAMETER)
TYP
1 1/2" CLR
3"3"
OPENING
12" INSULATED
CMU WALL
(REFER PLAN
AND SCHEDULE)
STEEL COLUMN
BEYOND REFER
PLAN
STEEL COLUMN
BEYOND REFER
PLAN
BEARING TOP PLATE
3/4"X14"X1'-2" W/ (4)
1/2" DIA X 6" HSA
1 1/2" 11" 1 1/2"
PLACE RIGID
INSULATION DURING
ELEVATED SLAB POUR
AND REPLACE WITH
EXPANSION JOINT PER
ARCHITECTURE
4" EXP JOINT
1'-0"1'-5 1/2"1'-0"
1' -1
0"
112'-10"
TO SLAB
1/4
NOTE:
REFER DETAILS ABOVE AND
PLAN FOR CONCRETE BEAM
AND SLAB REINFORCEMENT.
F
H
SS
6X 6X
3/
STEEL BEAM
REFER PLAN
HSS12X6 REFER
ELEVATION
3/8" CONT
BENT PLATE
1" DIA CONT BAR
HSS12X6 REFER
ELEVATION
1/4" CONT
BENT PLATE
(2) L6X6X1/2" (ONE AT
EACH SIDE OF HSS)
WITH 13/16"X4" LONG
VERT SLOTTED BOLT
HOLE
3/4" DIA A325-N THRU
BOLT (FINGER
TIGHTEN NUTS AND
BURR THREADS)
1/4 2" 1'-0" 2'-3"
ROOF STEEL DECK
REFER PLAN
3"
138'-3"
TOS
4"
BOND BEAM AT
TOP OF WALL
CONC SLAB ON
FORM DECK
REFER PLAN
CONT EMBED PL
3/8"X3" W/ 1/2" DIA
X 4" LONG HSA AT
16" OC
ATTACH DECK TO
EMBED PLATE W/ 5/8"
DIA PUDDLE WELD AT
12" OC
110'-0"
T O SLAB
8" CMU WALL
REFER SCHEDULE
BOND BEAM AT
TOP OF WALL
CONC SLAB ON
FORM DECK
REFER PLAN
CONT L4X4X1/4 W/
1/2" DIA X 4" LONG
HSA AT 16" OC (AT
PERIMETER)
ATTACH DECK TO
EMBED PLATE W/ 5/8"
DIA PUDDLE WELD AT
12" OC
T O SLAB
110'-0"
1"
2 3/4"
4"
8" CMU WALL
REFER SCHEDULE
AM
-0
- 1
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
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D B
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D
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N
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B
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N O
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. A R
M Y
C O
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PS
O F
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TR
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T
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SCALE: 1" = 1'-0"
MEZZANINE EDGE SLAB DETAILD1 SCALE: 1" = 1'-0"
MEZZANINE SLAB BEAMD2 SCALE: 1" = 1'-0"
MEZZANINE SLAB DETAILD4
SCALE: 1" = 1'-0"
MEZZANINE SLAB SUPPORT BEAMB1
SCALE: NTS
REINFORCEMENT AT OPENINGB3
0 6" 1' 2'
1" = 1'-0"
SCALE: 1" = 1'-0"
MEZZANINE SLAB SECTIONA1
SCALE: 1" = 1'-0"
SECTIONB4
SCALE: 1" = 1'-0"
SECTIONA3 SCALE: 1" = 1'-0"
SECTIONA4
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
1/4
3 SIDES
TYP
L7X4X3/8X0'-7" TYP
GRID
UNISTRUT TYP
COLUMN
BEYOND
NOTE: CONTRACTOR TO PROVIDE UNISTRUT SIZE,
CONNECTION AND LOCATION WITH A 5'-0" MAX
SPACING OR AS REQUIRED PER MECHANICAL
REQUIREMENTS FOR PIPE SUPPORTS
GRID
COLUMN BEYOND
HSS REFER
ELEV TYP
L7X4X3/8X0'-7" SIM
CONNX BEYOND
REFER
TYP
A1 / SF505
1/4
TYP
B
BOTT CHORD (CL)
131'-3"
W12
(REFER PLAN)
W14 (REFER PLAN)
BOTTOM
OF STEEL6"
3"
2" GAP
3" 3"
COPE TOP OF
BEAM FLANGE
1/4 1/4
3 SIDES
2"
3"
2" M
IN
3/8" PLATE WITH
(4) 3/4" DIA BOLTS
129'-7 7/8"
TYPICAL SHEAR
CONNECTION
C
BOTT CHORD (CL)
131'-3"
BOTTOM OF STEEL
129'-7 3/4"
W12 (REFER PLAN) 3
1/2" GAGE FOR BOLTS
AT TOP FLANGE
(4) 3/4" DIA BOLT WITH
OVERSIZE HOLES ON
BOTTOM BEAM FLANGE.
5 1/2 GAGE FOR BOLTS
AT BOTTOM LFANGE.
PROVIDE 1/4" WASHERS
AT EACH BOLT.
W14 (REFER PLAN)
5 1/2"
5" BOTTOM OF STEEL
W14 FALL ARREST BEAM
(REFER PLAN) 2 3/4" GAGE
FOR BOLT CONNECTION AT
TOP FLANGE
(4) 3/4" DIA BOLT WITH
OVERSIZE HOLES ON
BOTTOM BEAM FLANGE.
PROVIDE 1/4" WASHERS
AT EACH BOLT.
W12 (REFER PLAN)
128'-4"
HSS2X2X1/4 AT EACH
PAIR OF BOLTS
129'-7 3/4"
BOTTOM OF STEEL
GAGE
3 1/2"
BOTT CHORD (CL)
131'-3"
128'-4"
BOTTOM OF STEEL
W14 FALL ARREST
BEAM (REFER PLAN)
PIPE4STD
3/16
L2-1/2X2-1/2X3/16
TYP
1/4" STIFFENER BOTH
SIDE OF BEAM FLANGE
(4) 3/4" DIA BOLT. PROVIDE 1/4"
WASHERS AT EACH BOLT.
10"2"
1/2" PLATE WITH
(4) 3/4" DIA BOLT
2"6"2"
2" 8"
2"
W14 (REFER PLAN)
3/16
BOTT CHORD (CL)
131'-3"
1/4
SMOOTH
7"
4"
PIPE4STD
W14 (REFER PLAN)
W14 FALL ARREST
BEAM (REFER PLAN)
1/2" PLATE
2" 3"
8" 3"
2"
2" 6" 2"
(1) 3/4" BOLT ON EACH
WEB (TOTAL 2) WITH
3/8" PLATE EACH SIDE
1/2" PLATE WITH
(4) 3/4" DIA BOLT
2"6"2" 2"
8"
2"
3/16
TYP
3/16
TYP
3/16
3 SIDES
TYP
2" 2"8"
B
BOTT CHORD (CL)
131'-3"
W14 (REFER PLAN)
W14 (REFER PLAN)
BOTTOM OF STEEL
128'-4"
3/8" PLATE
1/4 1/4
3 SIDES
6"
1/4 3" MIN
1/4 3" MIN
1/4
KICKER
PIPE4STD
F
BOTT CHORD (CL)
131'-3"
6"
W14 FALL
ARREST BEAM
(REFER PLAN)
W12 (REFER PLAN)
PIPE4STD
128'-4"
BOTTOM OF STEEL
3/16
1/2" PLATE
2" MIN
L4X4X1/4
HOSE REEL
BOLT CONNECTION AS
REQUIRED PER HOSE
REEL MANUFACTURER
.GC TO COORDINATE ANGLE AND
BOLTED CONNECTION WITH HOSE
REEL MANUFACTURER
W12X26
1/4 2" MIN
1/4 2" MINTOP
W12
FLANGE
SELF-LOCKING
CARABINER W/ 3/4"
GATE OPENING
ULTRA-LOCK SELF
RETRACTING
LIFELINE (SRL) 25 FT
TROLLEY ANCHORAGE
CONNECTOR
W14X22 FALL ARREST
SUPPORT
BOTTOM OF STEEL
128'-4"
" M
AX
D
EP
TH
(3) USERS PER
BEAM
F
HSS6X6X1/2
HSS6X6X1/2
L4X4X1/4
L4X4X1/4
PIPE RACK
PIPE RACK
STRUT REFER
ELEVATION
121'-0"
TOS EL
119'-0"
TOS EL
3'-9" 1'-0 1/8"
3/16
3'-0"
WP
WP
3/16
TYP
1"
3/16
CONNX PL
1/4"X6"0'-6"
AM
-0
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
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N
AM
E:
D R
AW
N
B Y:
C H
EC
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D B
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2 3
C
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SF505
FR
AM
IN
G
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AI
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IC
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IC
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0 6" 1' 2'
1" = 1'-0"
SCALE: NTS
PIPE RACKS DETAILA1 SCALE: NTS
PIPE RACKS DETAILA2
SCALE: 1" = 1'-0"
SECTIOND1 SCALE: 1" = 1'-0"
SECTIOND2 SCALE: 1" = 1'-0"
SECTIOND3 SCALE: 1" = 1'-0"
SECTIOND5
SCALE: 1" = 1'-0"
SECTIONB1 SCALE: 1" = 1'-0"
SECTIONB2 SCALE: 1" = 1'-0"
SECTIONB3
SCALE: NTS
SECTIONB5
SCALE: NTS
FALL ARREST SECTIONA5
SCALE: 1" = 1'-0"
SECTIONA3
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
A B
BOTT CHORD (CL)
131'-3"
HANGAR DOOR TOP RAILS
BY DOOR MANUFACTURER.
CONNECTION TO BOTTOM
CHORD BEAMS BY DOOR
MANUFACTURER.
2'-8 1/4" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 3'-11 1/4"
1/4" CHECKER PLATE
TO COVER
CHANNELS TYP
W12 BEAM
C7X9.8 TYP
W10X26 TYP
REFER TO FRAMING
PLANS FOR CONNECTION
DETAIL TYP
L8X6X5/8 10" LONG
LLV TYP
NOTE: CONNECTIONS TO MAIN
FRAMING NOT SHOWN REFER TO
PLAN FOR DETAILS
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
A B
CLEAR OPENING
126'-8"
BOTT CHORD (CL)
131'-3"
HANGAR DOOR TOP RAILS BY DOOR
MANUFACTURER. CONNECTION TO
BOTTOM CHORD BEAMS BY DOOR
MANUFACTURER.
L8X6X5/8 LLV X10"
LONG TYP
C7X9.8 TYP
W10X26 TYP
WALL PANEL
REFER ARCH
NOTE: CONNECTIONS TO MAIN
FRAMING NOT SHOWN REFER TO
PLAN FOR DETAILS2'-3" 4'-6 3/4" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 1'-10 1/2" 3'-11 1/4"
HSS6X6X3/16
HSS6X6X3/16HSS6X6X3/16
HSS12X12
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
DOOR
FRAME
4'-7" 3"
C5X6.7
3/8" CONNX PL W/ 3/4"
DIA A325-N BOLT IN STD
HOLE
CAP PL 3/4"X9"X1'-0"
W/ (4) 3/4" DIA A325-N
BOLTS IN STD HOLES
9"
H
SS
6X 6X
3/
1' -8
A B
CLEAR OPENING
126'-8"
BOTT CHORD (CL)
131'-3"
HANGAR DOOR TOP RAILS BY
DOOR MANUFACTURER.
CONNECTION TO BOTTOM CHORD
BEAMS BY DOOR MANUFACTURER.
L8X6X5/8 10" LONG
LLV TYP
C7X9.8 TYP
W10X26 TYP
WALL PANEL
REFER ARCH
HSS6X6X1/4
HSS6X6X3/16HSS6X6X3/16
HSS12X12
W
X7
NOTE: CONNECTIONS TO MAIN
FRAMING NOT SHOWN REFER TO
PLAN FOR DETAILS
C5X6.7
3/8" CONNX PL W/ 3/4"
DIA A325-N BOLT IN STD
HOLE
CAP PL 3/4"X9"X1'-0"
W/ (4) 3/4" DIA A325-N
BOLTS IN STD HOLES
3/16
TYP
3/16
TYP
9"
1' -8
CONNX PL 1/2"X4"X0'-10"
W/ (2) 3/4" DIA A325-N
BOLTS IN STD HOLES
(HOLE GAGE = 5 1/2")
3/16
TYP 3"
2'-3" 2'-8 1/2" 5'-7 1/2" 1'-10 1/2" 5'-9 1/2"
AB
16'-0"
1'-3 1/2" 5" 1'-0 1/2"
5/8"X8" WIDE BEARING
PLATE (SLOT AND
WELD TO BEAM WEB)
3/16
BM WEB
TO BRG
PL (TYP)
3/16
BM WEB
TO BRG
PL, NEAR &
FAR SIDE
(TYP)
STEEL BEAM
(REFER PLAN)
A3
SF501
OH
B4
SF501
OH
1'-8"
1'-8"
STEEL BEAM
(REFER PLAN)
5/8"X8" WIDE BEARING
PLATE (SLOT AND
WELD TO BEAM WEB)
(4) 1" DIA A490-N
BOLTS (GAGE=4")
(4) 1" DIA A490-N BOLTS
(GAGE=4")
1'-0 1/2" 5" 1'-3 1/2"
3 1/2"
3 1/2"
METAL ROOF DECK
REFER PLAN
A
BOTT CHORD (CL)
131'-3"
NOTE: CONNECTIONS TO MAIN
FRAMING NOT SHOWN REFER TO
PLAN FOR DETAILS
2'-8 1/4"
BRACING MEMBER AND
CONNECTION REFER TO
ELEVATION AND SCHEDULE
W18 COLUMN
W12 BEAM
HANGAR DOOR TOP RAILS
BY DOOR MANUFACTURER.
CONNECTION TO BOTTOM
CHORD BEAMS BY DOOR
MANUFACTURER.
CONNECTION TO BE
COORDINATED WITH
DOOR RAIL
MANUFACTURER
A
CLEAR OPENING
126'-8"
BOTT CHORD (CL)
131'-3"
2'-3" 2'-8 1/4"
WALL PANEL
REFER ARCH
HSS12X12
REFER PLAN
HSS6X6 HANGER
REFER PLAN
TRUSS BOT CHORD
REFER ELEVATION
CAP PL 3/4"X9"X1'-0"
W/ (4) 3/4" DIA A325-N
BOLTS IN STD HOLES
"Z" GIRT
CONNX PL 1/2"X6"X0'-6"
W/ (2) 3/4" DIA A325-N
THRU BOLTS IN STD
HOLES 3"
HORIZ HSS6X6
REFER PLAN
3/16
TYP
3/16
6"
C5X6.7
L3X3X1/4
3/16
TYP
1'-1"
A
CLEAR OPENING
126'-8"
BOTT CHORD (CL)
131'-3"
2'-3" 2'-8 1/4"
WALL PANEL
REFER ARCH
HSS12X12
REFER PLAN
HSS6X6 HANGER
REFER PLAN
"Z" GIRT
HORIZ HSS6X6
REFER PLAN
NOTE:
SIMILAR CONNECTION DETAIL
REFER TO DETAIL A4 / SF506
TRUSS BOT CHORD
REFER ELEVATION
L6X6 HANGER
REFER PLAN
C5X6.7
3/8" CONNX PL W/ 3/4" DIA
A325-N BOLT IN STD HOLE
3/8"X6" (FIT BTWN C7)
CONNX PL W/ (2) 3/4" DIA
A325-N BOLTS IN STD HOLES
6"
3/16
3/16 CONNX PL
TO TOP PL
AND C7
2'-11 1/2"
3/
4" 2'
-1
/2
3/
4"
EL 105'-8 5/16"
EL 107'-8 13/16"
3/16
C6X8.2 X 7'-0" TOP AND
BOTTOM AS SHOWN,
REFER ELEVATION (GC
COORDINATE W/
ACTUAL LENGTH OF
HOSE REEL)
3/16 3/16
3/16 3/16
L3X3X1/4 X 0'-4" CLIPS
W/ (1) - 1/2" DIAMETER
EPOXY ANCHORS
APPROPRIATE FOR
CMU (EMBED 4 1/2"
MIN) TYPICAL TOP
AND BOTTOM OF C6
AS SHOWN, REFER
ELEVATION FOR
SPACING. ENSURE
ALL CMU WALL CELLS
W/ ANCHORS ARE
GROUT FILLED.
SF506
B4
HOSE REEL ASSEMBLY - TWO
LOCATIONS (REFER MECH) 3" 2'-2" 2'-2" 2'-2" 3"
3" 6"
1' -1
/2
6"
3"
C6X8.2 L3X3X1/4 X 0'-4"
CLIPS, TYP
SF506
B3
HOSE REEL ASSEMBLY NOT SHOWN
FOR CLARITY - REFER SECTION
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
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D B
Y:
D
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B
Y:
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C R
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1/2" = 1'-0"
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SF506
FR
AM
IN
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SCALE: 1/2" = 1'-0"
SECTIONC3
SCALE: 1/2" = 1'-0"
SECTIONB1
SCALE: 1/2" = 1'-0"
SECTIOND3
SCALE: 3/4" = 1'-0"
SECTIOND1
1' 3'2'0
3/4" = 1'-0"
SCALE: 1" = 1'-0"
SECTIONA1 SCALE: 1/2" = 1'-0"
SECTIONA4SCALE: 1/2" = 1'-0"
SECTIONA3
0 6" 1' 2'
1" = 1'-0"
SCALE: 3/4" = 1'-0"
HOSE REEL SUPPORTB3
SCALE: 3/4" = 1'-0"
ELEVATIONB4
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
BRACE SLOTTED AROUND
GUSSET PLATE
GUSSET PLATE
WIDE FLANGE
COLUMN
BASE PLATE
ANCHOR BOLTS
OMITTED FOR
CLARITY
WP
1/4 1/4
W g
Lg
1" (min)
1" (min)
CONNECTION TYPE 1
1/4 1/4
BRACE SLOTTED AROUND
GUSSET PLATE
GUSSET PLATE
WIDE FLANGE
COLUMN
BASE PLATE
ANCHOR BOLTS
OMITTED FOR
CLARITY
WP
1/4 1/4
W g 1" (min)
1" (min)
CONNECTION TYPE 2
1/4 1/4
BRACE SLOTTED AROUND
GUSSET PLATE
GUSSET PLATE
HSS COLUMN
BASE PLATE
ANCHOR BOLTS
OMITTED FOR
CLARITY
WP
1/4 1/4
W g 1" (min)
1" (min)
CONNECTION TYPE 3
1/4 1/4Lg
L L L
Lg
Connection Type
Column Section
Brace Section
C/2, E/2
C/9, E/9 1 HSS 9.625X0.250
B/12 1
B/9.2 3
G/9.2 1
F/4, F/5 F/6, F/7 1 14 20 9
A/1 1 15 14 7
A/1 2 10 24 10
BRACE TO GUSSET CONNECTION SCHEDULE
Grid Location
Gusset Plate
NOTES:
1. REFER TO DETAIL C1 ABOVE FOR ADDITIONAL INFORMATION.
2. ALL WELDS SHALL BE ELECRODE TYPE E70.
Thickness (in.)
Lg (in)
Wg (in.)
L (in.)
20 18 9.75
17 13 6.5
14 13 7
17 14 7.5
Connection
A/2 1 20 18 10
A/11 1 21 15 8
B/1 2 10 24 10
W18X76
HSS 8X8X3/8
5/8
3/8
3/8
3/8
1/2
1/2
1/2
1/2
1/2
1/2
W12X50
W12X50
W18X76
W18X76
W18X76
W21X101
W12X58
W18X76
HSS 6.000X0.250
HSS 6.000X0.250
HSS 7.000X0.312
HSS 8.625X0.250
HSS 6.000X0.250
HSS 9.625X0.250
HSS 9.625X0.250
HSS 7.500X0.312
HSS 9.625X0.250
B/2 2 8 26 101/2W21X101 HSS 9.625X0.250
AM
-0
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D O
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US Army Corps of Engineers
Omaha District
5 ADVERTISEMENT - 100% DESIGN
SO
LI
C
IT
AT
IO
N N
O
FI
LE
N
AM
E:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
D
2 3
C
A
B
M
AR
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IS
SU
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AT
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FI
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N U
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BE
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SI
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SU
BM
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D B
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C O
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TR
AC
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N O
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U .S
. A R
M Y
C O
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PS
O F
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O M
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SF507
FR
AM
IN
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D
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AI
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BR
AC
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TO
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U
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PL
AT
E
C O
N N
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SCALE: NTS
TYPICAL BRACE TO GUSSET CONNECTION DETAILC1
Frankfurt-Short-Bruza Architects Engineers Planners document1 Page 1 of 1
SF508
B3
GRID
GRID
1" MIN
4" 2"
Lt r
AT
" O C
N tr
BO
LT
S
1" M
IN
Lbm
AT 3" OC
Nbm BOLTS
1" M
IN
1" M
IN
Lbm
HORIZ BRACING/
DIAPHRAGM REFER
PLAN
1/2"
BB
1/2"
L
1/ 2"
HORIZ BRACING/
DIAPHRAGM
REFER PLAN
CONNX TYPE 2
REF
CONNX TYPE 2
REF
HORIZ SHEAR PLATE
(TYP AT BEAM/STRUT)
BASED ON BRACE SIZES
(REF SCHED) CENTERED
AT BEAM/STRUT
AT 3" OC
Nbm BOLTS
HORIZ SHEAR PLATE
(TYP AT TRUSS) BASED
ON BRACE SIZES (REF
SCHED) CENTERED AT
TRUSS BOT CHORD
4"2"
STEEL BEAM/STRUT
REFER PLAN
TRUSS BOTTOM
CHORD REFER
PLAN AND ELEV
STEEL BEAM/STRUT
REFER PLAN
BRACE GUSSET
PLATE THICKNESS
T1 (REF SCHED)
L
1/ 2"
BRACE GUSSET
PLATE
THICKNESS T1
(REF SCHED)
5/16 5/16
TYP
SF508
B4
WORKING POINT
TYP BOTH
SIDES 2"
4"
TYP
BRACE GUSSET
PLATE THICKNESS
T1 (REF SCHED)
HORIZ BRACING/
DIAPHRAGM REFER PLAN
A3 / SF508
CONNX TYPE 3
REF A3 / SF508
A3 / SF508
1" DIA A490-N BOLTS
TYP AT HORIZ SHEAR
PLATE (QUANTITY Nbm AND Ntr REF SCHED)
ROUND HSS9.625 HORIZ
BRACING/DIAPHRAGM
(REF PLAN)
3/4" CONNX PL W/ OVS
BOLT HOLES (SLOT HSS
AND WELD HSS TO
CONNX PL)
1/4 1/4
TYP
(9) 1" DIA
A490-SC
BOLTS
BRACE GUSSET
PLATE THICKNESS T1
(REF SCHED)
2 1/2" 4"
4"
2 1/2"
2" 4"
4" 2"
1/2" 11"
CONNX TYPE 2
SF508
B3
1'-1"
1'-11 1/2"
ROUND HSS9.625 HORIZ
BRACING/DIAPHRAGM
(REF PLAN)
1" CONNX PL W/ OVS
BOLT HOLES (SLOT HSS
AND WELD HSS TO
CONNX PL)
5/16 5/16
TYP
(12) 1" DIA
A490-SC
BOLTS
BRACE GUSSET
PLATE THICKNESS T1
(REF SCHED)
2 1/2"
4 1/2" 4 1/2"
2 1/2"
2" = 10 1
/2"3 SP AT
3 1/2" O C
2"
1/2" 1'-2"
CONNX TYPE 3
SF508
B3
1'-2"
2'-5"
CONNX TYPE 1
BRACE GUSSET
PLATE THICKNESS T1
(REF SCHED)
3/4" CONNX PL W/ OVS
BOLT HOLES (SLOT HSS
AND WELD HSS TO
CONNX PL)
ROUND HSS7 HORIZ
BRACING/DIAPHRAGM
(REF PLAN)
(6) 1" DIA
A490-SC
BOLTS
3/16 3/16
TYP
9" 1/2
2"
5"
2"
2 1/2"
3" 3"
2 1/2"
11"
1'- 6 1
/2"
SF508
B3
2" 6" 6" 6" 7 1/2"
2" 6"
2"
TRUSS VERT WEB
MEMBER
TRUSS BOTTOM CHORD
STEEL BEAM/STRUT
(REF PLAN)
BRACE GUSSET PLATE
THICKNESS T1
(REF AND
SCHED) BOLTS OMITTED
FOR CLARITY
HORIZ SHEAR PLATE
(REF AND
SCHED)
VERT SHEAR PLATE
THICKNESS T2 (REF
SCHED)
W2 W2
CONNECTION OMITTED
REF THIS DETAIL WITH HORIZ
BRACING/DIAPHRAGM OR
REFER WITHOUT
HORIZ BRACING/DIAPHRAGM
/B1 SF508
/B1 SF508
(8) 1" DIA A490-N BOLTS
IN STD HOLES
/A1 SF508
NOTE:
1. HORIZ BRACING/DIAPHRAGM OMITTED
FOR CLARITY.
2. PLATE THICKNESS T2 AND WELD W2 ARE
BASED ON THE LARGER OF HORIZ
BRACING/DIAPHRAGM SIZE.
5/16 5/16
TYP
5/16 5/16
TYP
2"
GRID
TRUSS
BOT CHORD
TRUSS BOTTOM
CHORD
STEEL
BEAM/STRUT
(REF PLAN)
3/4" SHEAR
PLATE
7/16 7/16
CONNECTION OMITTED
REF THIS DETAIL WITHOUT
HORIZ BRACING/DIAPHRAGM
REF WITH HORIZ
BRACING/DIAPHRAGM
(6) 1" DIA A490-N
BOLTS IN STD HOLES
/B4 SF508
2"
3" 3"
2"
1/2"
2"
4" 2"
TRUSS VERT WEB
MEMBER
GRID
TRUSS
BOT CHORD
TRUSS
BOT CHORD
GUSSET PLATE
CONNX PLATE
WELD TO ROUND HSS
ROUND HSS HORIZ
BRACING/DIAPHRAGM
TYP
1" DIA A490-SC
BOLTS BEYOND
HSS9.625X0.250
HSS9.625X0.312
HANGAR HORIZONTAL BRACING/DIAPHRAGM CONNECTION (AT TRUSS BOT CHORD ELEVATION)
GEOMETRY AND FASTENERS
PARAMETER: CONNX TYPE
DIAPHRAGM HORIZ GUSSET PLATE
2'-3" 2'-7" 1/2" 1/2"
NOTE:
1. USE A572 GR 50 KSI MAT'L FOR ALL PL 3/4" AND THICKER.
2. TABULATED VALUES ABOVE ARE BASED UPON BEARING TYPE CONNECTION AND STANDARD (STD) HOLES AT SHEAR PLATE, GUSSET PLATE AND BEAM WEB UNLESS NOTED OTHERWISE.
3. GRADE OF CONNECTION BOLTS:
• 3/4" DIAMETER = GRADE A325-N
• 1" DIAMETER AND LARGER = GRADE A490-N
4. PROVIDE OVERSIZED (OVS) BOLT HOLES FOR SLIP-CRITICAL CONNECTIONS WITH CLASS A FAYING SURFACES.
5. USE 1" DIAMETER BOLTS UNLESS NOTED OTHERWISE.
3/4" 3/4"
VERT SHEAR PLATE (AT BEAM)
7/16" 1/2"
T1 T2 W2
BRACE SIZE
LENGTH L WIDTH B
HORIZ SHEAR PLATE (AT BEAM)
1'-6"…
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