W9128F-17-R-0100_Plans.PDF
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- Attached to
- Shadow Range Training Facility Federal contract opportunity
- Solicitation number
- W9128F-17-R-0100
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| Am_0004.pdf | ||
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| Civil_Design_Files.zip | ZIP file | |
| Am_0002.pdf | ||
| Am_0002-Drawings.pdf | ||
| Am_0001-Drawings.pdf | ||
| Am_0001.pdf | ||
| Am_0001.pdf | ||
| FCBE-Specifications.pdf |
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Text version
T/ CLEANOUT SLAB
EL: 94'-0"
EL: 108'-6"
TRUSS BRG
EL: 108'-6"
TRUSS BRG
S-301FL
S-301FL
S-301FL
S-301FL
TYP
S-301FL
1' - 4"
4'
9" 3'
0"
T/ VAULT SLAB
EL:
TOILET OPENING IN SLAB
COORDINATE SIZE AND
LOCATIONS WITH TOILET
SUPPLIER
95' - 0"
T/FOOTING
EL:
S-301FL
95' - 0"
3' - 0"
24"
MANHOLE
S-301FL
3' - 0" 3' - 0"
S-301FL
sim.
4'
3"
1' - 6" 3' - 8"4' - 4" 10' - 6"
4'
6"
FOUNDATION LEGEND:
CONSTRUCTION OR CONTROL JOINT (SEE DETAILS ON S-510)
8" CMU WALL WITH #5 AT 24" O.C. IN CENTER OF WALL GROUT
SOLID ALL CELLS CONTAINING REINFORCING STEEL
8" CMU PARTITION WALL WITH #4 AT 32" O.C. IN CENTER OF
WALL, WITH THICKENED SLAB PER DETAIL X ON SHEET S-302
MASONRY CONTROL JOINT, SEE DETAILS ON SHEET S-201FL
FRAMING LEGEND:
8" CMU LOAD BEARING WALL OR SHEAR WALL WITH
#5 @ 24" OC IN CENTER OF WALL. GROUT SOLID ALL
CMU CELLS CONTAINING REINFORCING STEEL. SEE TYPICAL
ELEVATION AND DETAILS ON S-201. PROVIDE LINTELS OVER
ALL OPENINGS PER THE LOAD-BEARING WALL AND SHEAR
WALL PORTION OF THE LINTEL SCHEDULE ON SHEET S-530.
CMU PARTITION WALL BELOW (SEE DETAIL 4 ON SHEET S-501FL).
1 1/2" DEEP, 18 GA WR ROOF DECK, GALV. (SEE SHEET S-002)
S-501FL
27' - 4"
6'
0" 6'
0"
RIDGE LINE
29' - 4"
2' - 8" 2' - 8"
LIGHTGAGE STEEL TRUSSES @ 4'-0" OC
S-501FL
AT
'-0 " O
C
O U
TR
IG
G
ER
S
TYP @
TRUSS BRG
TYP BETWEEN
TRUSSES
S-501FL
TYP
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
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BLDG ID
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F-
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-0
F2
-1 5-
S S -
1F
L-
1/4" = 1'-0"S-101FL
1 FL - FOUNDATION PLAN
M
AR
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C
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IP
TI
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AT
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GENERAL FOUNDATION NOTES:
1. REFER TO SHEETS S-001 THROUGH S-002 FOR GENERAL NOTES AND TYPICAL SCHEDULES.
2. TOP OF SLAB-ON-GRADE REFERENCE ELEVATION EQUALS 100'-0" UNLESS NOTED OTHERWISE, SEE CIVIL DRAWINGS FOR MSL DATUM.
3. ALL SLABS-ON-GRADE SHALL BE 6" THICK REINFORCED WITH #4 AT 18" O.C. E.W., UNO.
4. TOP OF FOOTING REFERENCE ELEVATION SHALL BE 93'-8" UNLESS NOTED OTHERWISE.
5. GROUT SOLID ALL CMU CELLS WITH REINFORCING STEEL.
6. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.
7. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT PADS AND WALL
PENETRATIONS.
GENERAL FRAMING NOTES:
1. ROOF FRAMING SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
DEAD (IN ADDITION TO SELF-WEIGHT): 15 PSF
SNOW: 30 PSF
WIND: PER S-002
2. REFER TO SHEETS S-001, S-201FL, AND S-530FL FOR GENERAL NOTES AND TYPICAL DETAILS.
3. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONS.
4. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EQUIPMENT INFORMATION.
1/4" = 1'-0"S-101FL
4 LATRINE ROOF FRAMING PLAN
PLAN NORTH
SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
WALL HEIGHTS AND TOP CONNECTIONS
VARY. SEE SHEETS S-102 & S-302.
2-#5 BARS IN BOND
BEAMS, TYP.
2-#5 BARS IN 16"
DEEP LINTELS, TYP.
VERTICAL REBAR SPACING
PER SHEET S-102.
WALL OPENING BEYOND
1'
4"
GROUT COURSE ABOVE LINTEL
UNIT FULL
OPENING
1-#5 BAR
S-201FL
Sim
S-201FL
Sim
MASONRY CONTROL JOINT (MCJ)LOUVER
BOND BEAM AT TOP OF WALL
WITH 2- #5 BARS, CONTINUOUS
THROUGH MCJ (FULL HEIGHT
INTERIOR CMU WALL SHALL HAVE
BOND BEAMS AT TOP 3 COURSES)
S-201FL
Sim
S-201FL
Sim
GROUT ALL COURSES
BELOW GRADE FULL
OPENING
2 #5 BARS
2' - 6"
2'
6"
#5 CORNER BAR
180 DEGREE HOOKS
ON INSIDE BARS
EXTRA #5 VERT. BAR
#5 BAR EACH
SIDE OF JOINT CROSS-SHAPED CONTROL
JOINT KEY
TERMINATE HORIZONTAL
REINFORCEMENT AT JOINT
UNLESS NOTED OTHERWISE
BACKER ROD & SEALANT
IN MORTARED JOINT RAKED
TO MIN DEPTH OF 3/4", TYP.
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
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O R
PS
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F
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IN
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D R
A W N
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S-201FL
FI
EL
D L
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M A S
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W A L
L
SA
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PL
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(F
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S- 2 0
1F L-
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TI
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1" = 1'-0"S-201FL
4 TYPICAL MASONRY SECTION
1 1/2" = 1'-0"S-201FL
1 TYPICAL MASONRY JAMB
1/2" = 1'-0"
MASONRY WALL SAMPLE ELEVATION
1 1/2" = 1'-0"S-201FL
2 MASONRY JAMB FOR OPENINGS 36" AND WIDER
1 1/2" = 1'-0"
BOND BEAM INTERSECTION
1 1/2" = 1'-0"S-201FL
3 MASONRY CONTROL JOINT
NOTES:
1. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING FOR ALL MASONRY WALLS
DURING CONSTRUCTION.
2. USE 16" DEEP LINTELS AND 8" DEEP BOND BEAMS, THE THICKNESS OF THE WALLS, WITH 2 - #5 BARS.
3. PROVIDE BOND BEAMS WITH CONTINUOUS HORIZONTAL REINFORCEMENT AT THE TOP AND BOTTOM COURSE OF ALL WALLS. WHERE REQUIRED, #5 BARS SHALL BE LAPPED 30". ALSO PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" ON CENTER. JOINT REINFORCEMENT SHALL CONSIST OF 2-W1.7 (9 GAGE) GALVANIZED STEEL WIRES, LADDER TYPE. HORIZONTAL REINFORCEMENT SHALL BE CONTINUOUS AROUND
WALL CORNERS.
4. ADDITIONAL REINFORCEMENT REQUIREMENTS:
A. DOORS, WINDOWS, AND LOUVERS:
i. WHERE WIDTH OF THE OPENING IS LESS THAN 40", PROVIDE VERTICAL REINFORCING PER
SECTION 1. WHERE WIDTH OF OPENING IS GREATER THAN OR EQUAL TO 40", PROVIDE
REINFORCING PER SECTION 2. PROVIDE HORIZONTAL REINFORCEMENT PER SECTION 4.
ii. PROVIDE LINTELS ABOVE OPENINGS AND BOND BEAMS BELOW OPENINGS EXCEPT AS NOTED
BELOW. UNLESS NOTED OTHERWISE, LINTEL AND BOND BEAM REINFORCING SHALL EXTEND 30"
BEYOND OPENINGS. PROVIDE STANDARD HOOKS WHERE FULL EXTENSION IS NOT POSSIBLE.
iii. REINFORCEMENT NEED NOT BE PROVIDED FOR OPENINGS SMALLER THAN 16" IN WIDTH, UNLESS
WALL REINFORCEMENT IS INTERRUPTED BY SUCH OPENINGS.
B. CONTROL JOINTS: PROVIDE 1-#5 BAR WITHIN 8" OF EACH SIDE. HORIZONTAL REINFORCEMENT SHALL NOT
PASS THROUGH CONTROL JOINTS EXCEPT WHERE NOTED OTHERWISE.
C. CORNERS AND ENDS OF WALLS: PROVIDE 1-#5 BAR WITHIN 8".
1 2 42
SCALE: 1/2"=1'-0"
01/2 1 21
SCALE: 1"=1'-0"
SCALE: 1 1/2"=1'-0"
EL: SEE PLAN
T/ SLAB
T/ FOOTING
EL: SEE PLAN
T/ SLAB
EL: SEE PLAN
T/ FOOTING
EL: SEE PLAN
TOP OF VAULT SLAB
EL: SEE PLAN
EL: SEE PLAN
T/ SLAB
EL: SEE PLAN
T/SLAB
FINISH GRADE,
SEE CIVIL
CMU WALL,
SEE PLAN
#4 HORIZ
@ 12" OC
DOWELS TO MATCH
VERT WALL REINF
1" EXTRUDED
POLYSTYRENE INSULATION
BOND BREAK
2" EXTRUDED POLYSTYRENE
INSULATION, CONT.
2" EXTRUDED POLYSTYRENE
INSULATION, 2'-0" AT PERIMETER
SLAB-ON-GRADE,
SEE PLAN
(3)-#5 LONG.
#4 TRANS @ EA DWL
SEE DETAIL 1/S-301
FOR REINFORCING AND
INSULATION REQ'MTS
EXT. CONCRETE,
SEE CIVIL
SLAB-ON-GRADE,
SEE PLAN
1" EXTRUDED POLYSTYRENE
INSULATION BOND BREAK
CMU WALL,
BEYOND
8" 8"
2' - 0"
SLAB-ON-GRADE,
SEE PLAN
CMU WALL,
SEE PLAN
8" SEE PLAN 8"
#5 @ 12"
OC EW
8"
8"
CONT. WATERSTOP
ALL AROUND VAULT VAULT SLAB/
FOOTING
#4 @ 12" OC
HORIZ
#5 @ 12" OC,
VERT
VAULT
DOWELS TO MATCH
VERTICAL WALL REINF
OPENINGS FOR
TOILETS BEYOND
FINISH GRADE,
SEE CIVIL
M
IN
1'
0"
INTERIOR PARTITION
CMU WALL, SEE PLAN
DOWEL TO MATCH SIZE
AND SPACING OF VERT
WALL REINF
SLAB-ON-GRADE,
SEE PLAN
(2)-#5 CONT.
#4 TRANS BAR
@ EA DOWEL
2' - 0"
8"
SLOPE 1/2" PER FOOT
8"
M
IN
1'
0"
#5 @ 12" OC
VERT
#4 @ 12" OC
HORIZ
CONT. WATERSTOP
ALL AROUND VAULT
#5 @ 12"
OC EW
DOWELS TO MATCH
VERT. WALL REINF.
24" MANHOLE W/
EMBEDDED FRAME
CMU WALL,
SEE PLAN
CONCRETE SLAB,
SEE PLAN
1'
6"
1' - 0"
4 - #6 BARS
#4 STIRRUPS
@ 12"
1'
7"
S-301FL
2'
0"
CONCRETE SLAB,
SEE PLAN
2-#4 BARS, EA
STANDARD HOOK (TYP)
S-301FL
#4 DOWELS
FROM WALL
BLOCKOUT IN
VAULT WALLCONCRETE SLAB,
SEE PLAN
VAULT
WALL
SEE 5/S301
FOR GRADE
BEAM REINF
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
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IN
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D R
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1 2 3 4 5
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S-301FL
FI
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F O U
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(F
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W . B
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F-
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S- 3 0
1F L-
M
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K D
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TI
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3/4" = 1'-0"S-301FL
1 LATRINE - TYP CONT FTG
3/4" = 1'-0"S-301FL
2 LATRINE - TYP FTG AT DOORS
3/4" = 1'-0"S-301FL
3 LATRINE - FTG AT VAULT
3/4" = 1'-0"S-301FL
LATRINE - TYP INT CMU
PARTITION WALL
THICKENED SLAB
3/4" = 1'-0"S-301FL
5 LATRINE - VAULT CLEANOUT DETAIL
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
3/4" = 1'-0"S-301FL
6 6/S301FL LATRINE - VAULT GRADE BEAM
3/4" = 1'-0"S-301FL
7 7/S301FL LATRINE GRADE BEAM
CMU WALL,
SEE PLAN
3/8"x5" CONT. PL
W/ (2)-1/2" DIA
4" LG H.A.S. EA
TRUSS
CONT. BENT PL
3/16"x3"x4"
CONT. TRACK
3/16
EA TRUSS
CONT. 14 GA
ANGLE
EA STUD
3 5/8"x18 GA
STUDS @ 16' OC
SEE ARCH
CLIP ANGLE BY
TRUSS MFR.
LIGHTGAGE TRUSS
BY OTHERS
CONT. TRACK W/
1/2" DIA.x4" LG
ADHESIVE ANCHORS
@ 48" OC
BENT PL
1/4"x4" x DEPTH
AS REQ'D, LLV
3/16
EA TRUSS
2" M
IN
CMU WALL,
SEE PLAN
CONT. BENT PL
1/4"x3" DEEP
REQ'D LLV
3/16 2 @ 12
3/8"x5" CONT. PL
W/ (2)-1/2" DIA
4" LG H.A.S. BETWEEN
EA. TRUSS
LIGHTGAGE
STEEL TRUSS
CONT. 14 GA
STUD
14 GA. BENT
CLOSURE PL
CONT.
LIGHTGAGE TRUSSES
BY OTHERS
STEEL DECK
PL 1/4x4"x4", TYP
L4x4x1/4 x 4" LG, TYP
(1)-3/4" DIA A325 BOLT, TYP
L3X3X1/4 @
4'-0" OC, TYP
3/16 2
3/16 2
3/4" A325 THRU BOLT
8: CMU WALL,
SEE PLAN
AN
D
B O
TT
O
M O
F D
EC
K
M
AI
N
TA
IN
" C
LR
BE
TW
EE
N
T O
P O
F C
M U
W
AL
L
(1)-#4 CONT
8" M
IN
G R
O U
T
SO
LI
D
8" M
IN
G R
O U
T
SO
LI
D
3/16
TYP.
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
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IN
EE
R
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D R
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B Y:
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B
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SU
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AN
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SU
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C O
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N O
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L I
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N N
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N U
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1 2 3 4 5
D
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B
A
S-501FL
FI
EL
D L
A T R
IN
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FR
A M
IN
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S H
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(F
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F-
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S- 5 0
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1 1/2" = 1'-0"S-501FL
1 LATRINE - TRUSS BEARING AT CMU
1 1/2" = 1'-0"S-501FL
2 LATRINE - BETWEEN TRUSSES
1 1/2" = 1'-0"S-501FL
3 LATRINE - RIDGE CONNECTION
SCALE:
1-1/2" = 1' - 0"
12" 1'
1 1/2" = 1'-0"S-501FL
LATRINE - PARTITION WALL PARALLEL TO
TRUSS
LOAD-BEARING WALLS AND SHEAR WALLS
WIDTH OF MASONRY
OPENING
LINTEL DEPTH TOP BARS
0'-8" TO 3'-4"
3'-5" TO 5'-4"
5'-5" TO 6'-9"
#4
#5
#5
NO. SIZE
BOTTOM BARS STIRRUPS
IN.
#4
#5
#5
NO. SIZE
SIZE SPACING (IN.)
#4
#4
#4
INTERIOR PARTITIONS
WIDTH OF MASONRY
OPENING
LINTEL DEPTH TOP BARS
0'-8" TO 3'-4"
3'-5" TO 5'-4"
5'-5" TO 6'-9"
#5
NO. SIZE
BOTTOM BARS STIRRUPS
IN.
#4
#5
#5
NO. SIZE
SIZE SPACING (IN.)
#3
BEARING LENGTH
IN.
BEARING LENGTH
IN.
TYPE
TYPE
B
B
A
TYPE 'A'
VERT. WALL
REINFORCING
BOT. REINF
STD. LINTEL
('U') BLOCK
TYPE 'B'
NOTE: REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR MASONRY OPENING SIZES AND LOCATIONS.
MIN., TYP
1/2" CLR.2
1/ 2"
G R
O U
T
SO
L I D
LI
N
TE
L
D
EP
TH
VERT. WALL
REINFORCING
BOT. REINF
STD. LINTEL
('U') BLOCK
MIN., TYP
1/2" CLR.2
1/ 2"
G R
O U
T
SO
L I D
LI
N
TE
L
D
EP
TH
TOP REINF.
K.O.B.B.
BLOCK
1/ 2"
M
IN
4"
M
AX
STIRRUP WITH 180 DEG
HOOK AT BOT AND 90 DEG
HOOK AT TOP
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
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D R
A W N
B Y:
D
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B
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SU
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C O
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N O
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N N
O
FI
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N U
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BE
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1 2 3 4 5
D
C
B
A
S-530FL
FI
EL
D L
A T R
IN
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TY
PI
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AL
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AS
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TR
AI
N
IN
G F
AC
IL
IT
Y
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
S.
D
EN
N
IN
G
S.
D
EN
N
IN
G
W . B
O
EC
K
W . B
O
EC
K
/1
4/
W
F-
-R
-0
F2
-1 5-
S- 5 3
0F L-
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E8" (NOMINAL) CMU LINTEL SCHEDULE
A-200FL
WOMEN
MEN
MECH
4' - 4"
A-200FL
4' - 8"
12' - 0"
12' - 0"
B
B
B
B
LV-1
LV-1
A-300FL
A-300FL
WALL MOUNTED
TOILET PARTITION (TYP.)
S.S. TROUGH URINAL
LOUVERS
OUTHOUSE TOILET
PEDESTAL
3' - 0"
A-200FL
A-200FL
X WALL TYPE SEE SHEETS A-410
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-600
X MATERIAL COLOR/FINISH LOCATION SEE SHEET
A-200 THRU A-201
LOUVER SEE-600LX
CJ GWB CONTROL JOINT IN INTERIOR WALLS
FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-701
CG CORNER GUARD
GENERAL NOTES:
1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.
2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.
3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4.SEE A-410 FOR WALL TYPE DETAILS
5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB SURFACES.
PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF CEILING FEATURES
WHENEVER POSSIBLE.
6. GROSS AREA OF BUILDING: 328 SF
GENERAL NOTES:
PROVIDE THE FOLLOWING TOILET ACCESSORIES IN THE FIELD LATRINE, COORDINATE FINAL
MOUNTING LOCATION:
-(MG) MIRROR GLASS
-(SND) SANITARY NAPKIN DISPOSER
-(TTDJ) TOILET TISSUE DISPENSER, JUMBO
-(TSCD) TOILET SEAT COVER DISPENSER
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-101FL
F
IE
L D
L A
T R
IN
E
F L
O O
R P
L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
1/4" = 1'-0"A-101FL
1 FIELD LATRINE FLOOR PLAN
PLAN NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
OS
2X2 CEILING GRID
IRMRGWB CEILING
2X4 LIGHTING FIXTURE
AFFX'-X" CEILING HEIGHT
(ABOVE FINISH FLOOR)
CEILING LEGEND:
PENDANT FIXTURE
ONE HOUR FIRE RATED WALL
REFLECTED CEILING PLAN NOTES:
1.DO NOT SCALE FROM DRAWINGS.
2.REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL LIGHTING INFORMATION
3.REFER TO MECHANICAL DRAWINGS FOR DUCT & DIFFUSER INFORMATION
WOMEN
MEN
MECH
PRE-FINISHED
METAL SOFFIT
PANELS
ROOF OUTLINE
8' - 0"8' - 0"
EXHAUST PIPE (SEAL PENETRATIONS)
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-120FL
C E
IL
IN
G P
L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1/4" = 1'-0"A-120FL
2 FIELD LATRINE CEILING PLAN
SNOW GUARD
PERIMETER OF
BUILDING BELOW
RIDGE CAP
EXHAUST FAN
REFER TO
MECHANICAL
SSMR ROOF
A-521
A-521
A-521
2' - 0"
GENERAL NOTES:
1.DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND FACE OF
PRECAST WALLS.
2.ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.
3.SEE A-700 FOR DOWNSPOUT DETAILS.
4.SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
5.DO NOT SCALE FROM DRAWINGS.
6.REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION
7.COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
8.ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH
SMACNA GUIDELINES
9.ALL FINISHES TO BE FACTORY PRE-FINISHED
10.ALLJOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,
GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.
11.ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE AIR BARRIER
SYSTEM
12.REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-130FL
R O
O F
P L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
1/4" = 1'-0"A-130FL
1 FIELD LATRINE ROOF PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
PLAN NORTH
SLOPE
4:12
SLOPE
4:12
*/- 111' - 9 1/2"
T.O. RIDGE
100' - 0"
FINISHED FLOOR
107' - 4"
T.O. HEAD
105' - 10"
B.O. SILL
*/- 111' - 9 1/2"
T.O. RIDGE
100' - 0"
FINISHED FLOOR
*/- 111' - 9 1/2"
T.O. RIDGE
100' - 0"
FINISHED FLOOR
107' - 4"
T.O. HEAD
*/- 111' - 9 1/2"
T.O. RIDGE
100' - 0"
FINISHED FLOOR
107' - 4"
T.O. HEAD
105' - 4"
B.O. SILL
GENERAL NOTES:
1.SEE A-101FL FOR STRUCTURAL GRID DIMENSIONS.
2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN
ON THE ELEVATIONS.
3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.
1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE
2 CMU GROUND ANTIQUE WHITE GENERAL SHALE
3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI
4 METAL PANEL/LOUVERS BROWNSTONE MBCI
5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514
6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41
7 STRUCTURAL STEEL FOOTHILLS SHERWIN WILLIAMS SW7514
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
SSMR
SMOOTH-FACE CMU
LOUVER
METAL FASCIA
METAL DOOR
SNOW GUARDS
DRY VAULT
-SEE STRUCTURAL
GROUND FACE CMU
LV-1 LV-1
T.O. PEDESTAL.
101' - 0"
EXHAUST CAP
-SEE MECHANICAL
SSMR
METAL FASCIA
METAL SOFFIT
EXHAUST CAP
-SEE MECHANICAL
SNOW GUARDS
DRY VAULT
-SEE STRUCTURAL
GROUND FACE CMU
T.O. PEDESTAL.
101' - 0"
SNOW GUARDS
SSMR
METAL FASCIA
METAL SOFFIT
SMOOTH FACE
CMU
METAL DOOR
EXHAUST CAP
-SEE MECHANICAL
DRY VAULT
-SEE STRUCTURAL
SPLIT FACE CMU
T.O. PEDESTAL.
101' - 0"
SSMR
SMOOTH-FACE CMU
ALUM. WINDOW
METAL FASCIA
EXHAUST CAP
-SEE MECHANICAL
DRY VAULT
-SEE STRUCTURAL
GROUND FACE CMU
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-200FL
F
IE
L D
L A
T R
IN
E
E L E
V A
T
IO
N S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B A
N
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1/4" = 1'-0"A-200FL
4 FIELD LATRINE WEST ELEVATION
1/4" = 1'-0"A-200FL
3 FILED LATRINE NORTH ELEVATION
1/4" = 1'-0"A-200FL
2 FILED LATRINE SOUTH ELEVATION
1/4" = 1'-0"A-200FL
1 FILED LATRINE EAST ELEVATION
*/- 111' - 9 1/2"
100' - 0"
FINISHED FLOOR
107' - 4"
B.O. SOFFIT
100' - 0"
FINISHED FLOOR
107' - 4"
B.O. SOFFIT
A-401
DRY VAULT
(SEE STRUCT)
CONC FOUNDATION
(SEE STRUCT)
STANDING SEAM METAL ROOF
STEEL FRAMING (SEE STRUCT.)
MTL. GUTTER
CMU
A-401
DRY VAULT
(SEE STRUCT)
CONC FOUNDATION
(SEE STRUCT)
STANDING SEAM METAL ROOF
MTL. FASCIA
CMU
CONC FOUNDATION
(SEE STRUCT)
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-300FL
F
IE
L D
L A
T R
I N E
B U
IL
D
IN
G
S E
C T
IO
N
S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1/4" = 1'-0"A-300FL
1 FILED LATRINE BUILDING SECTION - NS
1/4" = 1'-0"A-300FL
2 FILED LATRINE BUILDING SECTION - EW
MEN
WOMEN
UH-5 UH-6
M-102FL
EF-3 EF-4
01_JJ
12' - 0 1/4"
T.O. PEDESTAL.
1' - 0"
6" BELOW FINISHED FLOOR INTO LATRINE VAULT
EF-4
APPROX. 6'-8" A.F.F.
8"ø
STAINLESS STEEL DUCT
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
M-102FL
M
EC
H
AN
IC
A L
H
VA
C P
LA
N
(W O
M
EN
M
EN
0 6
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
K.
P
AR
K
K.
P
AR
K
M
IC
H
AE
L T.
S M
IT
H
, P .E
M . S
M
IT
H
-1
4-
W
F-
-R
-0
- F2
-1 5-
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/2" = 1'-0"M-102FL
1 MECHANICAL HVAC PLAN (WOMEN 105 & MEN 106)
ROOF MOUNTED LATRINE EXHAUST FANS
EF-3 AND EF-4. PROVIDE MOTORIZED DAMPER AND
ACTUATOR. INTERLOCK WITH LIGHT SWITCHES.
PROVIDE ROOF CURB.
OUTSIDE AIR INTAKE LOUVERS(12" X12").
PROVIDE MOTORIZED DAMPER AND ACTUATOR.
INTERLOCK WITH DEDICATED EXHAUST FAN
OPERATION.
ELECTRIC UNIT
HEATERS. MOUNT
7.5 FT A.F.F
1/2" = 1'-0"M-102FL
2 SECTION- LATRINE
2' 4'1'0
PLAN NORTH
MEN
MECH
WOMEN
C17E-120 C17-120 C17E-120
F3E-120
H48-120
H48-120
LFL-10
LFL
12' AFF
WOMEN
MEN
MECH
EF-3 EF-4
UH-5 UH-6 LFL
LFL-1
LFL-2
LFL-3GG
MEN
WOMEN
MECH
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E-101FL
FL
O
O R
P
LA
N S
- F
IE
LD
L
A T R
IN
E
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
D
PO
D
PO
SL
O
-1
4-
W
F-
-R
-0
- F2
-1 5-
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
3/16" = 1'-0"E-101FL
1 LIGHTING PLAN - FIELD LATRINE
3/16" = 1'-0"E-101FL
3 POWER PLAN - FIELD LATRINE
3/16" = 1'-0"E-101FL
2 GROUNDING PLAN - FIELD LATRINE
EL: SEE PLAN
TOF
T.1
T.B
T.C
T.3
S-101OD
14' - 4"
TYP
97' - 4"
TOF
EL: TYP @ ALL
LOCATIONS
EXCEPT STAIR
LANDING
HSS6X6X1/4 TYP
@ ALL LOCATIONS
T.2
T.A
3' - 0" 11' - 4"
4'
9"
0"
3' - 0"
4'X4'X4' FOOTING
W/ #6@12" T&B
T.O. FTG EL = 100'-0"
T.1
T.B
T.C
T.3
4'
9"
14' - 4"
W
X1
W
X1
W10X19
W10X19
W
X1
W10X19
W10X19
W10X19
18' - 9"
NOTES:
1. TOP OF STEEL SHALL BE 109'-2 1/2" UNO.
2. FLOOR SLAB SHALL BE 3 1/2" TOTAL THICKNESS CONCRETE SLAB ON METAL DECK
W/ #4 @ 18" OC. TOP OF SLAB ELEVATION SHALL BE 109'-6". SEE DECK SCHEDULE ON
SHEET S-002 FOR METAL DECK PROPERTIES.
3. ALL STEEL AND CONNECTIONS FOR OBSERVATION DECK SHALL BE HOT DIP GALVANIZED.
N O
TE
W10X19
T.2
T.A
ROD CROSS-BRACING
TYP 4 SIDES
0"
3' - 0" 11' - 4"
STAIRS AND CONNECTIONS
TO FOUNDATION/DECK BY
CONTRACTOR. SEE SPEC
SECTION 05 51 00.
GRID
100' - 0"
T/ CONCRETE
PEDESTAL
EL:
GRADE
EL:
HSS COL,
SEE PLAN
(4)-#5 EW, T&B, TYP
#4 TIES @ 12" OC,
MAX
3 - #4 TIES WITHIN
TOP 6" OF PEDESTAL
1/4 4
4 SIDES
(6)-#5 VERT BARS
DOWELS TO MATCH
VERT BARS
2" TYP
1 1/2" NON-SHRINK
GROUT
3/4" THICK
BASE PL
SEE SHEET S-510
FOR ANCHOR ROD
DETAIL
101' - 0"
T.O. 16" SQ PEDESTAL
1'
6"
2" TYP.
CONNECTION SCHEDULE:
BEAM TO HSS COLUMN
W8
W10
W12
BEAM
SIZE
PLATE
THICKNESS
DISTANCE
Kp
WELD
SIZE
NUMBER
OF
BOLTS
BOLT
DIA.
BOLT
SPACING
1/4" 1" 3/16" 2 3/4" 3"
1/4" 11/4" 3/16" 2 3/4" 3"
1/4" 1 3/8" 3/16" 3 3/4" 3"
1 1/2" MIN. 1 1/2" MIN.
3" MAX.
1/ 2"
M
IN
Kp
STD. HOLE
1/
2" M
IN
CAP PLATE OF
SAME THICKNESS
AS COLUMN (MIN.)
HSS COLUMN
WIDE FLANGE
BEAM
CONNECTION SCHEDULE:
BEAM TO BEAM
W8
W10
W12
BEAM
SIZE
PLATE
THICKNESS
DISTANCE
Kp
WELD
SIZE
NUMBER
OF
BOLTS
BOLT
DIA.
BOLT
SPACING
1/4" 1" 3/16" 2 3/4" 3"
1/4" 11/4" 3/16" 2 3/4" 3"
1/4" 1 3/8" 3/16" 3 3/4" 3"
1 1/2" MIN.
1/
2" M
IN
STD. HOLE
1/
2" M
IN
WIDE FLANGE
BEAM
Kp
1 1/2" MIN.
3" MAX
CONNECTION W/ COPED BEAM
1 1/2"
3"
1 1/2" 1"
3"
1/4
3/4" DIA.
THREADED ROD
W/ TURNBUCKLE
2"
4"
2"
1/4" PLATE W/ SLOT
TO RECEIVE WELD
NOTE: DETAIL SIMILAR AT COLUMN TOP.
2 - 3/4" BOLTS
IN STANDARD HOLES
1/4" GUSSET PLATE
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-101OD
BLDG ID
O
BS
ER
VA
T I O
N D
EC
K
P L
AN
S
D
ET
AI
LS
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
S.
D
EN
N
IN
G
S.
D
EN
N
IN
G
W . B
O
EC
K
W . B
O
EC
K
/1
4/
W
F-
-R
-0
F2
-1 5-
S S -
1O
D
1/4" = 1'-0"S-101OD
1 OD - FOUNDATION PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
1/4" = 1'-0"S-101OD
2 OD - FLOOR PLAN SCALE:
0 4' 8'
1/4" = 1' - 0"
4' 8'
PLAN NORTH
1" = 1'-0"S-101OD
3 TYP COLUMN FTG
SCALE:
0 1' 2'
1" = 1' - 0"
1' 2'
3" = 1'-0"S-101OD
4 BRACE CONNECTION
UP
3' - 10"
T.AT.B
T.1
T.2
T.3
14' - 7 1/2" 9 1/2" 3' - 6 1/2"
/4
/2
OBSERVATION DECK
T.AT.B
T.1
T.2
T.3
A-300OD
A-300OD
18' - 11 1/2"
T Y
P T
R E
A D
A-200OD
A-200OD
A-200OD
A-200OD
GENERAL NOTES:
1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.
2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.
3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4.SEE A-410 FOR WALL TYPE DETAILS
5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB
SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF
CEILING FEATURES WHENEVER POSSIBLE.
6. GROSS AREA OF BUILDING: 4,958 SF
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-101OD
O B
S E
R V
A T
IO
N
D E
C K
F L
O O
R P
L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
1/4" = 1'-0"A-101OD
1 OBSERVATION DECK FIRST FLOOR PLAN
1/4" = 1'-0"A-101OD
2 OBSERVATION DECK SECOND FLOOR
PLAN NORTH
M A
R K
D E
S C
R
IP
T
IO
N D
A
GENERAL NOTES:
1.SEE A-101OD FOR STRUCTURAL GRID DIMENSIONS.
2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON
THE ELEVATIONS.
3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.
COLOR LEGEND NOTES:
1. PIPE BOLLARDS SHALL BE SAFETY YELLOW
1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE
2 CMU GROUND ANTIQUE WHITE GENERAL SHALE
3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI
4 METAL PANEL/LOUVERS BROWNSTONE MBCI
5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514
6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41
7 STRUCTURAL STEEL FOOTHILLS SHERWIN WILLIAMS SW7514
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.AT.B
T.O. PEDESTAL
101' - 0"
STEEL COLUMNS,
REFER TO STRUCTURAL
1 1/2" GALV.
GUARDRAIL (TYP.)
4" VERTICAL INTERMEDIATE
RAIL SPACING (TYP.)
T Y
P R
IS
E
R
/4
4" VERTICAL TOEBOARD
(TYP.)
T Y
P
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.A T.B
T.O. PEDESTAL
101' - 0"
1 1/2" GALV.
GUARDRAIL (TYP.)
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.1T.2T.3
T.O. PEDESTAL
101' - 0"
1 1/2" GALV.
GUARDRAIL &
HANDRAIL (TYP.)
T.O. PEDESTAL.
101' - 0"
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.1 T.2 T.3
1 1/2" GALV.
GUARDRAIL (TYP.)
INTERMEDIATE MID
RAIL (TYP.)
T.O. PEDESTAL.
101' - 0"
4" VERTICAL TOEBOARD (TYP.)
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-200OD
O B
S E
R V
A T
IO
N
D E
C K
E L E
V A
T
IO
N S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1/4" = 1'-0"A-200OD
5 OBSERVATION DECK SOUTH ELEVATION
1/4" = 1'-0"A-200OD
8 OBSERVATION DECK NORTH ELEVATION
1/4" = 1'-0"A-200OD
1 OBSERVATION DECK EAST ELEVATION
1/4" = 1'-0"A-200OD
2 OBSERVATION DECK WEST ELEVATION
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.A T.B
1 1/2" GALV.
GUARDRAIL (TYP.)
T Y
P R
IS
E
R
/4
STEEL COLUMNS,
REFER TO STRUCTURAL
4" VERTICAL INTERMEDIATE
RAIL SPACING (TYP.)
T.O. PEDESTAL.
101' - 0"
T.O. GRATE
109' - 6"
T.O. GUARDRAIL
113' - 0"
T.1 T.2 T.3
T.O. PEDESTAL
101' - 0"
1 1/2" GALV.
GUARDRAIL (TYP.)
4" VERTICAL INTERMEDIATE
RAIL SPACING (TYP.)
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-300OD
O B
S E
R V
A T
IO
N
D E
C K
B U
IL
D
IN
G
S E
C T
I O N
S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
1/4" = 1'-0"A-300OD
1 OBSERVATION DECK BUILDING SECTION - NS
1/4" = 1'-0"A-300OD
2 OBSERVATION DECK BUILDING SECTION - EW
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
E-101OD
FL
O
O R
P L A
N S
- O
BS
E R
VA
T I O
N D
EC
K
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
D
PO
D
PO
SL
O
SL
O
-1
4-
W
F-
-R
-0
- F2
-1 5-
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
3/16" = 1'-0"E-101OD
1 GROUNDING PLAN - OBSERVATION DECK
S-301MB
1 2
A
B
C
D
73' - 6"
S-301MB
TYP
TYP
4'
0"
4'
0"
4' - 0"
S-301MB
TYP
S-301MB
S-301MB
TYP
6" REINFORCED CONCRETE
SLAB-ON-GRADE W/ #4 @ 12"
OC EW ON 6" CAPILLARY
WATER BARRIER
97' - 4"
97' - 4"
97' - 4"
97' - 4"
97' - 4"
97' - 4"
97' - 4"
97' - 4"
TOF
EL:
TOF
EL:
TOF
EL: TOF
EL:
TOF
EL:
TOF
EL:
TOF
EL:
4'
0"
4' - 0"
1.3 1.71.5
24' - 3" 12' - 6" 12' - 6" 24' - 3"
4'
0"
4' - 0"
4'
0"
4' - 0"
CJ
CJ
CJ CJ
TYP
18' - 2"
97' - 4" 97' - 4"
97' - 4"
TOF
EL:
TOF
EL:
TOF
EL:
TOF
EL:
TENSION TIE
TENSION TIE
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-101MB
BLDG ID
M
AI
N
TE
N
AN
C E
B A Y
FO
U
N D
A T
IO
N P
LA
N
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
S.
D
EN
N
IN
G
S.
D
EN
N
IN
G
W . B
O
EC
K
W . B
O
EC
K
/1
4/
W
F-
-R
-0
F2
-1 5-
S S -
1M
B-
3/16" = 1'-0"S-101MB
1 MB - FOUNDATION & SLAB PLAN
PLAN NORTH
SHEET NOTES:
1. TOP OF REINFORCED CONCRETE SLAB-ON-GRADE ELEV. = 100'-0". SEE CIVIL DRAWINGS FOR ACTUAL
ELEVATION OF SLAB.
2. FOUNDATIONS SHOWN ARE PRELIMINARY AND TO BE USED FOR BIDDING PURPOSES ONLY.
CONTRACTOR SHALL ENLIST THE SERVICES OF A PROFESSIONAL ENGINEER TO COMPLETE
THE FINAL DESIGN OF THE FOUNDATIONS (BASEPLATES, SPREAD FOOTINGS, FOOTING PEDESTALS, FOOTING REINFORCEMENT, TIE BARS, AND ANCHOR BOLTS.) ENGINEER SHALL DESIGN THE
FOUNDATION BASED UPON THE BUILDING COLUMN REACTIONS PROVIDED BY THE METAL
BUILDING MANUFACTURER. ANCHOR BOLT AND FOOTING PEDESTAL DESIGN SHALL CONSIDER
ALL FAILURE MODES INCLUDING STRENGTH OF ANCHOR RODS AND PEDESTAL AS WELL AS BREAKOUT AND PULLOUT OF ANCHOR RODS. COLUMN BASES SHALL BE DESIGNED AS PINNED CONNECTIONS.
3. REFER TO TYPICAL FOUNDATION DETAILS ON SHEET S-510 FOR SLAB-ON-GRADE SUBGRADE PREPARATION.
4. REFER TO SHEET S-001 FOR METAL BUILDING DESIGN REQUIREMENTS.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
SCALE:
3/16" = 1' - 0"
4' 4' 8' 12'
F.F.
EL: SEE PLAN EL: 99'-11"
T/ STOOP SLAB
EL: 97'-4"
B/ STOOP STEMWALLB/ TRENCH FTG
EL: 97'-4"
EL: SEE PLAN
T/FOOTING
EL: SEE PLAN
T/SLAB
EL: 99'-4"
T/PEDESTAL
EL: SEE PLAN
T/ FOOTING
EL: 100'-8"
T/ FDN WALL
EL: SEE PLAN
T/ SLAB
T/ SLAB
EL: SEE PLAN
EL: SEE PLAN
F.F.
8" CONC STOOP WALL
W/ #4 @ 12" OC EW
8" SIDEWALL (BEYOND)
W/ #4@12" OC EW
COMPACTED FILL
#4 BENT BAR
@ 12" OC
5" CONC SLAB W/ #4
@ 12" OC EW
HOLD TOP OF STOOP
DOWN 1/4"
3/8" EJ W/
SEALANT
CONC SLAB REINF
NOT SHOWN FOR
CLARITY
VAPOR BARRIER,
SEE PLAN
PERIMETER INSULATION,
SEE SPECIFICATIONS
8" CONC FOUNDATION
WALL W/ #5 @ 12" OC EW
SLOPE
GRID
0' - 2"
12" UNCOMPACTED
SELECT FILL
GRID
COLUMN BLOCKOUT,
SEE PLAN
100' - 8"
T/ CURB
EL:
3/8" SEALED EJ
SLAB-ON-GRADE,
SEE PLAN
(3)-#3 TIES @ 2" OC
AT TOP OF PEDESTAL,
(1)-#3 TIE 2" FROM TOP
OF FTG. ALL OTHER
TIES @ 10" OC
PLAN VIEW
HOOK TENSION
TIE AROUND
ANCHOR BOLTS
(6)-#6 VERT BARS
W/ STD 90 DEG. HOOKS
INTO FTGS
EQ EQ
GRID
2' - 0"
3/8" EJ
W/ SEALANT
(2)-#5 BARS T&B OF
STEM WALL, TYP.
OTHERS AT 12" O.C
SLAB REINF.,
SEE PLAN
#4 DOWEL BARS W/
STD HOOKS @ 12" OC,
ALT HOOK DIRECTION
1'
4"
(3)-#5 BARS CONT.
0' - 6"
99' - 2"
T/ CONCRETE TIE
EL:
GRID
SLAB REINF.,
SEE PLAN
NOTES:
1. TIE BEAM REINFORCING SHALL BE FULLY DEVELOPED
WELDED SPLICES OR FULLY DEVELOPED MECHANICAL
SPLICES. MECHANICAL SPLICES SHALL DEVELOP A
OF 125% OF THE YIELD STRENGTH OF THE BAR.
2. PROVIDE #3 TIES IN TIE BEAM @ 18" O.C.
1' - 2"
SEE NOTE 2
#6x1'-3" @ SPLICE WHEN
SELECTED AS OPTION TO
WELD SPLICE TIE BARS
(2)-#6 TENSION BARS,
SPLICE IN MAX POSSIBLE
LENGTHS
6 MIL. VAPOR
BARRIER OVER
EARTH FORM
TYP @ EA SIDE
OF EA SPLICE
SEE DETAIL 3 ON THIS SHEET
FOR PRELIMINARY CONT.
FOOTING INFORMATION
D
1/2" EXP. JOINT
W/ SEALANT
EXT. PAVEMENT,
SEE CIVIL
3' - 0" 6"
8" 6"
ADD'L #4 BARS @ 18" OC EW,
EXTEND 2' BEYOND THICKENED
SECTION
L3x3x1/4" W/ 1/2" x 3"
LONG STUDS @ 18" OC
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
S-301MB
BLDG ID
M
AI
N
TE
N
AN
C E
BA
Y
FO
U
N D
AT
IO
N
SE
C
TI
O N
S
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O
PN
7 5
(F
Y 1 7)
O M
A H A
D
IS
T R
IC
T O
M
AH
A, N
EB
R
AS
KA
S.
D
EN
N
IN
G
S.
D
EN
N
IN
G
W . B
O
EC
K
W . B
O
EC
K
/1
4/
W
F-
-R
-0
F2
-1 5-
S S -
1M
B-
3/4" = 1'-0"S-301MB
MAINTENANCE BAY
TYP - STOOP DETAIL
SCALE:
3/4" = 1' - 0"
1' 1' 2' 3'
3/4" = 1'-0"S-301MB
MAINTENANCE BAY
TYP - PEMB COL. FOOTING
3/4" = 1'-0"S-301MB
MAINTENANCE BAY
TYP - CONT. FOOTING
3/4" = 1'-0"S-301MB
MAINTENANCE BAY
TENSION TIE
3/4" = 1'-0"S-301MB
MAINTENANCE BAY
TYP - SLAB @ OH DOOR
M
AR
K D
ES
C
R
IP
TI
O
N D
A-200MB
A-201MB
A-200MB
A-201MB
74' - 0"
OFFICE
OFFICE
ELEC/COMM
EXTERIOR APRON
A-300MB
A-300MB
A-400
B
A
C
D
6" BOLLARD
74' - 0"
5' CLEARANCE MARKER
WIRE MESH DIVIDER (UP TO DECK)
PARTS
STORAGE
SST COUNTER TOP
REPAIR BENCH (TYP.)
PARTS
STORAGE
WIRE MESH DIVIDER (UP TO DECK)
32' X 14' OH DOOR 32' X 14' OH DOOR
MB MB
29' - 8" 7' - 1" 7' - 1" 29' - 8"
BI-SWING MESH DOOR
B
103A102C
B
105A 101C
101B
A
A
102B
MAINTENANCE BAY #2
MAINTENANCE BAY #1
1.3 1.5 1.7
SST COUNTER TOP
REPAIR BENCH (TYP.)
A-400
Sim
THRU-WALL PORT W/THREADED END AND CAP,
BOTH SIDES (SEE 1/A-400)
CG
19' - 11 1/2" 10' - 1 1/4" 19' - 11 1/2"8
8" 8"
FEH
CG
FEH
19' - 8" 17' - 1" 17' - 1" 19' - 8"
3"3"
/4
3' - 0"
3' - 0"
GENERAL NOTES:
1.ROOM FINISH SCHEDULES MAY BE FOUND ON A-600 SHEET.
2.DOOR SCHEDULES MAY BE FOUND ON A-600 SHEET.
3.WINDOW SCHEDULES MAY BE FOUND ON A-600 SHEETS.
4.SEE A-410 FOR WALL TYPE DETAILS
5 .PROVIDE GWB CONTROL JOINTS @ 30'-0 OC MAX SPACING ON ALL EXPOSED GWB
SURFACES. PROVIDE AT CORNERS OF DOOR OR WINDOW OPENINGS OR EDGES OF
CEILING FEATURES WHENEVER POSSIBLE.
6. GROSS AREA OF BUILDING: 4,958 SF
X WALL TYPE SEE SHEETS A-410
SYMBOLS LEGEND
X WINDOW TYPE SEE SHEETS A-600
X MATERIAL COLOR/FINISH LOCATION SEE SHEET
A-200 THRU A-201
LOUVER SEE-600LX
CJ GWB CONTROL JOINT IN INTERIOR WALLS
FEC FIRE EXTINGUISHER CABINET SEE DETAILS A-701
CG CORNER GUARD
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
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S O
F E
N G
IN
E
E R
S
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
A-101MB
M A
IN
T
E N
A N
C E
B A
Y F
L O
O R
P L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
0 4' 8' 12'
PLAN NORTH
3/16" = 1'-0"A-101MB
2 MAINTENANCE BAY FLOOR PLAN
M A
R K
D E
S C
R
IP
T
IO
N D
A
B
A
C
D
PRE-FINISHED
METAL
DOWNSPOUT (TYP.)
1.3 1.5 1.7
165 SF
OFFICE
84 SF
ELEC/COMM
165 SF
OFFICE
2108 SF
MAINTENANCE BAY #2
2108 SF
MAINTENANCE BAY #1
WIRE MESH PARTITION -
TO BOTTOM OF STRUCTURE.
EXTERIOR LIGHT
FIXTURE (TYP.)
EXHAUST FAN (TYP.)
2X2 CEILING GRID
IRMRGWB CEILING
2X4 LIGHTING FIXTURE
AFFX'-X" CEILING HEIGHT
(ABOVE FINISH FLOOR)
CEILING LEGEND:
PENDANT FIXTURE
ONE HOUR FIRE RATED WALL
GENERAL NOTES:
1.SEE ROOM FINISH SCHEDULE FOR CEILING HEIGHTS.
2.MECHANICAL DUCTS NOT SHOWN FOR CLARITY.
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
A-120MB
C E
IL
IN
G P
L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
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N D
A T
E
3/16" = 1'-0"A-120MB
1 MAINTENANCE BAY CEILING PLAN
RIDGE CAP
SNOW GUARD
(TYP.)
SSMR ROOF
B
A
C
D
A-520
A-520
A-520
1.3 1.5 1.7
TYP.
2' - 0"
GENERAL NOTES:
1.DIMENSIONS ARE TO CENTER LINE OF COLUMNS, FACE OF STEEL STUDS AND FACE OF
PRECAST WALLS.
2.ALL DIMENSIONS ARE NOMINAL, UNLESS NOTED OTHERWISE.
3.SEE A-700 FOR DOWNSPOUT DETAILS.
4.SEE ELECTRICAL DRAWINGS FOR LOCATIONS OF LIGHTNING PROTECTION TERMINALS.
5.DO NOT SCALE FROM DRAWINGS.
6.REFER TO CIVIL SITE PLAN FOR BUILDING LOCATION
7.COORDINATE ALL ROOF PENETRATIONS WITH STANDING SEAM LOCATIONS.
8.ALL ROOFING, FLASHING, & ACCESSORIES TO BE INSTALLED IN ACCORDANCE WITH
SMACNA GUIDELINES
9.ALL FINISHES TO BE FACTORY PRE-FINISHED
10.ALLJOINTS, OPENINGS, & PENETRATIONS TO RECEIVE TAPE/FLASHING, CAULK,
GASKETS SEALANTS, AND/OR WEATHER STRIPPING AS REQUIRED.
11.ALL PENETRATIONS THROUGH ROOF SHALL BE INTEGRATED INTO THE AIR BARRIER
SYSTEM
12.REFER TO STRUCTURAL DRAWINGS FOR FRAMING INFORMATION.
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
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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
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D A
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C O
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R A
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N O
S O
L
IC
IT
A
T
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
A-130MB
R O
O F
P L A
N
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
M A
R K
D E
S C
R
IP
T
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N D
A T
E
3/16" = 1'-0"A-130MB
1 MAINTENANCE BAY ROOF PLAN
SLOPE
2:12
SLOPE
2:12
+/- 122' - 6 1/2"
119' - 0"
EAVE
100' - 0"
FINISHED FLOOR
115' - 0"
T.O. LOUVER HEAD
+/- 122' - 6 1/2"
T.O. RIDGE
119' - 0"
EAVE
100' - 0"
FINISHED FLOOR
115' - 0"
C.L.
SSMR ROOF
RIDGE CAP
SNOW GUARDS (TYP.)
LOUVER, REFER TO
MECHANICAL
B ACD
LV-2LV-2
FOUNDATION
-SEE STRUCTURAL
5 5
PRE-FINISHED
INSULATED METAL PANEL
14' - 10" 7' - 4" 2' - 10"
T.O. PEDESTAL.
101' - 0"
SSMR ROOF
RIDGE CAP
PRE-FINISHED
INSULATED METAL PANEL
BA C D
SNOW GUARD
BOLLARD
PRE-FINISHED
METAL DOWNSPOUT
5 5
7' - 4"2' - 10 3/8"
GENERAL NOTES:
1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.
2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON
THE ELEVATIONS.
3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.
1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE
2 CMU GROUND ANTIQUE WHITE GENERAL SHALE
3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI
4 METAL PANEL/LOUVERS BROWNSTONE MBCI
5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514
6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41
7 STRUCTURAL STEEL FOOTHILLS SHERWIN WILLIAMS SW7514
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
COLOR LEGEND NOTES:
1. PIPE BOLLARDS SHALL BE SAFETY YELLOW
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
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
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C H
E C
K E
D B
Y
A N
S I 'D
F
IL
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N A
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IS
S
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D A
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C O
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R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
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F
IL
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B E
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1 2 3 4 5
D
C
B
A
A-200MB
M A
IN
T
E N
A N
C E
B A
Y E
L E
V A
T
IO
N S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
G
B R
G
/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
3/16" = 1'-0"A-200MB
1 MAINTNENACE BAY EAST ELEVATION
3/16" = 1'-0"A-200MB
4 MAINTENANCE BAY WEST ELEVATION
0 4' 8' 12'
M A
R K
D E
S C
R
IP
T
IO
N D
A
100' - 0"
FINISHED FLOOR
119' - 0"
EAVE
+/- 122' - 6 1/2"
T.O. RIDGE
112' - 6"
B.O. SOFFIT
+/- 122' - 6 1/2"
T.O. RIDGE
SSMR ROOF
RIDGE CAP
PRE-FINISHED
INSULATED METAL PANEL
PRE-FINISHED
METAL DOWNSPOUT
FOUNDATION
-SEE STRUCTURAL
SNOW GUARD
1.31.51.7
12" 1"
1 2
12" 1"
SSMR ROOF
RIDGE CAP
PRE-FINISHED
INSULATED METAL PANEL
PRE-FINISHED METAL
DOWNSPOUT
OH DOOR
1.3 1.5 1.7
5 5
3 3
GENERAL NOTES:
1.SEE A-101MB FOR STRUCTURAL GRID DIMENSIONS.
2.SEE PLANS FOR WINDOW TYPES, LOUVER TYPES AND DOOR NUMBERS NOT SHOWN ON
THE ELEVATIONS.
3.SEE ROOF PLANS FOR SIZES AND LOCATIONS OF OTHER ROOF ELEMENTS.
COLOR LEGEND NOTES:
1. PIPE BOLLARDS SHALL BE SAFETY YELLOW
1 CMU SPLIT-FACE ANTIQUE WHITE GENERAL SHALE
2 CMU GROUND ANTIQUE WHITE GENERAL SHALE
3 SSMR/SOFFIT/FASCIA/GUTTERS/DOWNSPOUT COLONIAL RED MBCI
4 METAL PANEL/LOUVERS BROWNSTONE MBCI
5 METAL TRIM (DOORS/FRAMES) FOOTHILLS SHERWIN WILLIAMS SW7514
6 ALUM WINDOWS CLEAR ANODIZED AA-M12C22A41
7 STRUCTURAL STEEL FOOTHILLS SHERWIN WILLIAMS SW7514
MARK: FINISH: PATTERN: COLOR: NOMENCLATURE:
COLOR FINISH LEGEND
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
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B Y
S
IZ
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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
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D A
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C O
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N O
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IC
IT
A
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N N
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F
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B E
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1 2 3 4 5
D
C
B
A
A-201MB
M A
IN
T
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A N
C E
B A
Y E
L E
V A
T
IO
N S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
IC
T O
M A
H A
N E
B R
A S
K A
A M
P
A M
P
B R
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B R
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/1
/2
W F
-1 -R
-0
F -1
-0
F O
R T
C A
R S
O N
C
O L O
R A
D O
P N
3/16" = 1'-0"A-201MB
1 MAINTENANCE BAY NORTH ELEVATION
3/16" = 1'-0"A-201MB
2 MAINTENANCE BAY SOUTH ELEVATION
M A
R K
D E
S C
R
IP
T
IO
N D
A
119' - 0"
EAVE
100' - 0"
FINISHED FLOOR
100' - 0"
FINISHED FLOOR
114' - 0"
OH DOOR HEAD
A-400
MTL. DOWNSPOUT
MTL. WALL PANEL
A-400
1.31.51.7
12" 1"
PEMB FRAME (SEE STRUCT.)
WIND GIRT (TYP.)
2108 SF
MAINTENANCE BAY #2
2108 SF
MAINTENANCE BAY #1
BA C D
RIGID FOAM INSULATION (R-24 MIN.)
STANDING SEAM METAL ROOF
WIND GIRT (SEE STRUCT.)
MTL. WALL PANEL
A-400
A-400
2108 SF
MAINTENANCE BAY #2
CONC. FILLED BOLLARD
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
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B Y
S
IZ
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C H
E C
K E
D B
Y
A N
S I 'D
F
IL
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N A
M E
IS
S
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D A
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C O
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N O
S O
L
IC
IT
A
T
IO
N N
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F
IL
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B E
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1 2 3 4 5
D
C
B
A
A-300MB
M A
IN
T
E N
A N
C E
B A
Y B
U
IL
D
IN
G S
E C
T
IO
N S
S H
A D
O W
U A
S R
A N
G E
T R
A
IN
IN
G
F A
C
IL
IT
Y
O M
A H
A D
IS
T
R
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T O
M A
H A
N E
B R
A S
K A
A M
P
A M
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B R
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B R
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/1
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W F
-1 -R
-0
F -1
-0
F O
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C A
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O L O
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D O
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3/16" = 1'-0"A-300MB
1 BUILDING SECTION
3/16" = 1'-0"A-300MB
2 BUILDING SECTION
M A
R K
D E
S C
R
IP
T
IO
N D
A
OFFICE
OFFICE
ELEC/COMM
REPAIR BENCH
M2
M1
T1
S1
D1T1 D1
REPAIR BENCH
C3 C3
M2
M1S1
C2 C2 C1 C1
FURNITURE LEGEND
C - CHAIRS:
C1 ERGONOMIC TASK CHAIR
C2 FOLDING CHAIR
C3 HIGH STOOL
D - DESKS:
D1 DOUBLE PEDESTAL DESK
T - TABLE:
T1 TABLE
M - MISCELLANEOUS:
M1 WASTEBASKET, SMALL
M2 WASTEBASKET, TALL
S - STORAGE:
S1 STORAGE CABINET
US Army Corps of Engineers ® Omaha District
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
A W N
B Y:
D
ES
IG
N
ED
B
Y:
SU
B M
IT
TE
D B
Y:
SI
ZE
C H
E C
KE
D B
Y:
AN
S I
'D
FI
LE
N
AM
E:
IS
SU
E D
AT
E :
C O
N
TR
AC
T
N O
SO
L I
C
IT
AT
IO
N N
O
FI
LE
N U
M
BE
R
1 2 3 4 5
D
C
B
A
I-101MB
M
AI
N
TE
N A N
C E
B A Y
FU
R
N
IT
U R
E P L
AN
S H
AD
O W
U
AS
R A N
G E
TR
AI
N
IN
G F
AC
IL
IT
Y
O M
A H A
D
IS
T R
IC
T O
M
AH
A N
EB
R
AS
KA
LO
H
LO
H
BR
G
BR
G
/1
4/
W
F-
-R
-0
F2
-1 5-
FO
R
T C
AR
SO
N , C
O
LO
R
AD
O P N
3/16" = 1'-0"I-101MB
1 FURNITURE PLAN
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
0 4' 8' 12'
PLAN NORTH
GENERAL NOTES:
1. SEE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS
FOR REPAIR BENCH, MARKER BOARD AND PARTS STORAGE
REQUIREMENTS.
SUPPLEMENTAL FIRE ALARM LEGEND
FACP
FAA
EPO
FSCP
MANUAL FIRE ALARM PULL STATION (HANGAR BAY PULL STATIONS SHALL
HAVE TAMPER COVER)
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE, CEILING OR PENDANT
MOUNTED. "A"=AMBER STROBE, "B"=BLUE BEACON, AND "C"=CLEAR STROBE.
FIRE ALARM CONTROL PANEL
SMOKE DETECTOR. THE LETTER "I" OR "P", IF PRESENT, STIPULATES
IONIZATION OR PHOTOELECTRIC TYPE. "D" STIPULATES A DUCT TYPE SMOKE
DETECTOR. WHERE DUCT DETECTORS ARE SHOWN IN PAIRS, LOCATIONS ARE
IN SUPPLY AND RETURN DUCTS. A SINGLE DETECTOR WOULD BE INSTALLED IN
THE SUPPLY DUCT IS THE LOCATION IS NOT OTHERWISE INDICATED.
HEAT DETECTOR. UNDIFFERENTIATED SYMBOL INDICATES FIXED
TEMPERATURE OR COMBINATION F.T. AND RATE OF RISE TYPE, SEE
SPECS. "CR" INDICATES COMPENSATED RATE ("RATE ANTICIPATION")
TYPE WITH TUBULAR SENSING ELEMENT REQUIRED.
HVAC EMERGENCY POWER OFF PUSH BUTTON. SEE MECHANICAL PLANS.
LOCATED AT REMOTE LOCAL OPERATING CONSOLES.
REMOTE GRAPHIC ANNUNCIATOR
POST INDICATOR VALVE (FURNISHED UNDER OTHER SECTIONS).
FIRE ALARM/MASS NOTIFICATION SPEAKER/STROBE, WALL MOUNTED.
"A"=AMBER STROBE, "B"=BLUE BEACON, AND "C"=CLEAR STROBE.
TAMPER SWITCH (FURNISHED UNDER OTHER SECTIONS)
FLOW SWITCH (FURNISHED UNDER OTHER SECTIONS)
REMOTE LOCAL OPERATING CONSOLE WITH MICROPHONE AND SWITCHES TO
ACTUATE PRE-RECORD MESSAGES.
FOAM SYSTEM DETECTION AND CONTROLS PANEL
LOC
F
FO
FO
MANUAL FOAM ABORT STATION. DEAD MAN TYPE WITH CLEAR TAMPER COVER.
MANUAL FOAM DISCHARGE STATION
I
DP
CR
CARBON MONOXIDE DETECTORCO
S CA
S CA
COMBINATION ULTRAVIOLET/INFRARED LOW-LEVEL OPTICAL FIRE DETECTOR.
UNIT SHALL DETECT A FULLY DEVELOPED 3 METER BY 3 METER JP-4, JP-8, OR
JET-A FUEL FIRE AT A MINIMUM DISTANCE OF 45 METERS WITHIN 5 SECONDS.
DETECTORS SUGGESTED TO BE MOUNTED APPROXIMATELY 3 METERS A.F.F.
PER AF ETL 02-15. QUANITIY AND POSITIONING SHALL BE SUCH THAT A FIRE AT
ANY POSITION UNDER AN AIRCRAFT IS WITHIN THE RANGE AND CONE OF VISION
OF AT LEAST ONE OPTICAL DETECTOR.
UV/IR
SUPERVISORY SWITCH - HIGH AND LOW AIR PRESSURE SWITCH FOR PRE-
ACTION AIR COMPRESSOR (FURNISHED UNDER OTHER SECTIONS)
FAT FIRE ALARM TRANSCEIVER
WATER FLOW INDICATOR HORN/STROBE AT FIRE DEPARTMENT CONNECTIONWFI
CM SHUNT TRIP CONTROL MODULE
REMOTE TEST STATION WITH INDICATOR LIGHT FOR EACH DUCT SMOKE
DETECTOR.
RTS
FIRE ALARM ANTENNA
R CONTROL RELAY MODULE
M ADDRESSABLE MONITOR MODULE
C ADDRESSABLE CONTROL MODULE
AUTOMATIC FLOW VALVE/RELEASING SOLENOIDSOV
WEATHERPROOF DEVICE AND BACKBOXWP
PS
DELUGE RELEASE DISABLE SWITCH LOCATED INSIDE FSCP. SWITCH SHALL
DISABLE THE FOAM RELEASE FUNCTION OF THE PANEL WHILE LEAVING ALL
DETECTION AND OTHER FUNCTIONS OF THE PANEL OPERATIONAL.
DL
REMOTE POWER SUPPLY. SHALL BE LOCKABLE. TAMPER SWITCH NOT
REQUIRED. IF RPS IS PROVIDED ABOVE GYPSOM BOARD CEILING, PROVIDE
CEILING ACCESS PANEL. SEE GENERAL NOTES (THIS SHEET).
RPS
DELUGE VALVE RELEASE PANELDVRP
ISO ISOLATION
H
FIRE ALARM/MASS NOTIFICATION STROBE/BEACON, CEILING OR PENDANT
MOUNTED. "A"=AMBER STROBE, "B"=BLUE BEACON, AND "C"=CLEAR
STROBE. BOTH "A" AND "C" = ONE OF EACH.
FIRE ALARM/MASS NOTIFICATION STROBE/BEACON, WALL MOUNTED. "A"=AMBER
STROBE, "B"=BLUE BEACON, AND "C"=CLEAR STROBE. BOTH "A" AND "C" = ONE
OF EACH.
A C
A C
GENERAL FIRE ALARM NOTES:
(APPLICABLE TO ALL FA### SHEETS; SEE FA5## SERIES SHEETS FOR ADDITIONAL NOTES)
1. THESE DOCUMENTS DEPICT A PERFORMANCE LEVEL ENGINEERING DESIGN LAYOUT TO BE UTILIZED AS GUIDANCE FOR THE PLANNING OF THE FIRE ALARM/MASS NOTIFICATION SYSTEMS BY THE CONTRACTOR. LAYOUT IS GENERIC AND NOT MANUFACTURER-SPECIFIC. SCHEMATIC DRAWING IS INCOMPLETE WITH SOME DEVICES NOT SHOWN OR SEVERAL DEVICES REPRESENTING MORE. PROVIDE COMPLETE DOCUMENTS FOR REVIEW AND APPROVAL FROM THE ENGINEER AND AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION. INCLUDE IN THE SHOP DRAWINGS AND CALCULATIONS ANY ADDITIONAL EQUIPMENT NECESSARY, INCLUDING INITIATING DEVICES AND NOTIFICATION APPLIANCES, TO PROVIDE A COMPLETE INSTALLATION. PROVIDE DEVICES NOT SHOWN FOR A COMPLETE FUNCTIONAL SYSTEM LIMITED TO ADDRESSABLE MONITOR MODULES FOR ALL DEVICES THAT DO NOT HAVE ADDRESS AND CONTROL MODULES TO CONTROL AUXILIARY FUNCTIONS. PROVIDE A COMPLETE COMBINATION FIRE ALARM AND MASS NOTIFICATION SYSTEM DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72-2010, UFC 3-600-01, UFC 4-021-01, ADA/ABA, THE SPECIFICATIONS, AND LOCAL
CODES AND AMENDMENTS (INCLUDING CHAPTER 7 OF THE FORT CARSON DESIGN GUIDE).
2. PROVIDE BACKBOX AT EACH SPEAKER, STROBE, AND SPEAKER/STROBE LOCATION.
3. MAINTENANCE BAY SHALL BE CONSIDERED A LARGE, CAVERNOUS SPACE.
4. UNLESS OTHERWISE NOTED, ALL NON-DUCT SMOKE DETECTORS ARE MOUNTED AT FINISHED CEILING.
5. RUN ALL WIRING IN MINIMUM 3/4" CONDUIT PAINTED RED WHERE EXPOSED AND LABELED EVERY 10 FEET WITH "FACP", "FSCP", OR "MNS."
6. MOUNT ALL WALL-MOUNTED NOTIFICATION APPLIANCES WITH THE BOTTOM OF THE STROBE LENS AT 80" AFF, OR 6"
BELOW THE CEILING (WHICHEVER IS LOWER) U.O.N.
7. MOUNTING OF DEVICES SHALL COMPLY WITH NFPA AND ABA/ADA REQUIREMENTS U.O.N. MOUNT THE OPERABLE PART OF
MANUAL PULL AT 42" AFF.
8. PROVIDE POWER LIMITED CIRCUITS.
9. DO NOT LOCATE DETECTORS IN DIRECT AIR OR CLOSER THAN 3 FEET FROM AN AIR SUPPLY OR RETURN DIFFUSER.
10. PROVIDE 16 AWG MINIMUM INITIATING DEVICE AND SIGNALING LINE CIRCUITS.
11. PROVIDE 14 AWG MINIMUM NOTIFICATION APPLIANCE CIRCUITS.
12. PROVIDE CLASS B SIGNALING LINE CIRCUITS, CLASS B INITIATING DEVICE CIRCUITS, AND CLASS B NOTIFICATION
APPLIANCE CIRCUITS FOR THE FIRE ALARM AND MASS NOTIFICATION SYSTEMS.
13. PROVIDE AN INTELLIGENT, ADDRESSABLE COMBINATION FIRE ALARM/MASS NOTIFICATION CONTROL PANEL (FACP).
14. PROVIDE NOTIFICATION APPLIANCES WITH WHITE FACEPLATES THROUGHOUT FINISHED AREAS OF THE BUILDING. FIRE ALARM STROBES TO BE MARKED WITH "FIRE" AND MASS NOTIFICATION STROBES TO BE MARKED WITH "ALERT" AS
SPECIFIED.
15. PROVIDE ADDITIONAL MASS NOTIFICATION OR FIRE ALARM SPEAKERS AS NECESSARY TO MEET THE AUDIBILITY REQUIREMENTS OF NFPA 72 SECTION 7.4 AND TO ENSURE THAT A COMMON INTELLIGIBILITY SCALE (CIS) SCORE OF 0.8 IS
PROVIDED IN EACH NORMALLY OCCUPIED AREA OF THE BUILDING.
16. COMBINED FIRE ALARM/MASS NOTIFICATION APPLIANCES MAY BE UTILIZED WHERE FEASIBLE.
17. LOCATE MASS NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72. DURING A FIRE ALARM EVENT, TEMPORARILY DEACTIVATE FIRE ALARM SYSTEM APPLIANCES FOR NO MORE THAN ONE (1) MINUTE UPON RECEIPT OF A MNS SIGNAL. FIRE ALARM SIGNAL TRANSMISSION TO THE BASE FIRE DEPARTMENT ARE TO REMAIN FUNCTIONAL. REACTIVATE THE FIRE ALARM AUDIBLES AFTER THE MESSAGE IS COMPLETED ACTIVATION OF FIRE ALARM SYSTEM DURING A MNS EVENT WILL
IMMEDIATELY CANCEL OUT THE MNS UNTIL MNS IS REACTIVATED.
18. MASS NOTIFICATION SPEAKERS TO OPERATE AS BOTH A MASS NOTIFICATION SYSTEM AND FIRE ALARM SYSTEM.
19. PROVIDE TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) ON ALL FIRE ALARM AND MASS NOTIFICATION SYSTEM CIRCUITS ENTERING OR LEAVING THE FACILITY. ROUTE UNDERGROUND CIRCUITS AND CONDUIT PER NEC ARTICLE 800.
20. SYNCHRONIZE ALL VISIBLE NOTIFICATION APPLIANCES WITHIN ANY COMMON FIELD OF VIEW FOR THE FIRE ALARM AND
MASS NOTIFICATION.
21. SEE FA502 FOR FA/MNS TRANSCEIVER AND ANTENNA INFORMATION.
22. CONTRACTOR RESPONSIBLE FOR IDENTIFYING NECESSARY POWER SUPPLIES, BATTERIES, BOOSTERS, ETC. REMOTE POWER SUPPLIES SHOWN AT EACH ANNUNCIATOR AND LOCAL OPERATING CONSOLE TO ENSURE SUFFICIENT WALL SPACE IF THE CONTRACTOR CHOOSES TO PROVIDE A SYSTEM WITH THESE REMOTE SUPPLIES. IT IS AT THE DISCRETION OF THE FIRE ALARM SYSTEM CONTRACTOR TO PROVIDE CENTRALIZED POWER SUPPLY AND BATTERIES OR REMOTE SUPPLIES.
ADJUST PANEL LF1 AS NECESSARY FOR EQUIPMENT PROVIDED AND MAINTAIN BALANCED LOADING OF THE PANEL PHASES.
PROVIDE SIGNAL BOOSTERS AS NECESSARY TO COMPENSATE FOR VOLTAGE DROP DUE TO SIZE OF BUILDING AND LENGTH
OF CIRCUITS. SPARE CIRCUITS HAVE BEEN PROVIDED ON PANEL LF1.
23. FOR CONFLICTS BETWEEN THE SPECIFICATION AND THE DRAWINGS, FOLLOW THE SPECIFICATION. WHERE THE
DRAWINGS EXCEED REQUIREMENTS OF THE SPECIFICATION, FOLLOW THE DRAWINGS.
24. SPEAKERS SHALL BE CONNECTED TO TRANSMIT FIRE ALARM NOTIFICATION SIGNALS AND MASS NOTIFICATION MESSAGES. SPEAKER QUANTITY AND SPACING MAY VARY WITH THE REQUIREMENTS OF THE MANUFACTURER SELECTED.
25. SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR COORDINATED PLACEMENT OF APPLIANCES WITH LOCATIONS OF DIFFUSERS, LIGHTS, AND OTHER DEVICES MOUNTED IN CEILING. COORDINATE ALL WORK PRIOR TO INSTALLATION WITH ALL
OTHER TRADES.
26. PROVIDE WEATHERPROOF-RATED SPEAKERS ON EXTERIOR OF BUILDING TO PROVIDE MASS NOTIFICATION MESSAGES
TO PERSONNEL IN THE IMMEDIATE VICINITY, EXTERIOR EGRESS,AND GATHERING AREAS.
27. SMOKE DETECTORS SHALL BE A MINIMUM OF THREE (3) FEET FROM AIR DIFFUSERS.
28. SMOKE DETECTORS SHALL BE A MINIMUM OF ONE (1) FOOT FROM FLUORESCENT LIGHTING.
29. PROVIDE FIRE ALARM SYSTEM CONNECTION TO AIR HANDLER ISOLATION SMOKE DAMPERS REQUIRED BY NFPA, WHICH ARE NOT SHOWN ON FIRE ALARM PLANS. SEE MECHANICAL HVAC PLANS AND CONTROLS FOR LOCATIONS.
30. MAKE CONNECTIONS AND SPLICES USING TERMINAL BOXES.
31. WHERE CEILING SPEAKERS AND STROBES ARE SHOWN IN UNFINISHED AREAS, MOUNT AT HEIGHT OF LIGHTS U.O.N.
32. JUNCTION BOXES, AND CONDUITS SHALL BE SURFACE MOUNTED ON PRECAST, CONCRETE, AND CONCRETE BLOCK WALLS AND STEEL MEMBERS. JUNCTION BOXES/RECEPTACLES, AND CONDUITS SHALL BE RECESS MOUNTED ON GYPSUM
WALLS.
33. PENETRATION OPENINGS THROUGH AIR BARRIERS SHALL COMPLY WITH THE BUILDING AIR BARRIER REQUIREMENTS.
CORRECT ALL PENETRATIONS THAT ARE DETERMINED DEFICIENT DURING TESTING. SEE A-130MB FOR AIR BARRIER TESTING
BOUNDARIES. SEE ARCHITECTURE FOR SEALING PENETRATIONS.
34. DO NOT PENETRATE STRUCTURAL COLUMNS, BEAMS, AND TRUSSES. AFIX DEVICES AND RACEWAY WITH BEAM C- CLAMPS, BRACKETS, CLIPS, UNISTRUT, AND OTHER NON-PENETRATING AND NON-ADHESIVE HARDWARE.
US Army Corps of Engineers ® Omaha District
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