W912QR24R0034_B1244_Plans-0005.pdf
PDF 20 MB Posted
- Solicitation number
- W912QR24R0034
About this file
These documents are construction design plans for an Addition/Alteration of Building 1244 for a Fuselage Trainer and Pallet Storage project at March Air Reserve Base in California. The comprehensive set of architectural, structural, electrical, mechanical, and telecommunications plans detail the renovation of an existing military facility, including new metal wall panels, roof systems, mechanical equipment, electrical infrastructure, and telecommunications infrastructure. The project involves modifying an existing building to create spaces including a parts workshop, instructor suite, classroom, cargo loading area, mechanical rooms, and communication rooms, with specific attention to structural framing, wall systems, roof design, and integration of mechanical and electrical systems. The plans are dated April 2024 and part of a solicitation with the number W912QR24R0034, prepared by Burns and McDonnell for the US Army Corps of Engineers Louisville District.
View the file
Other files
Show all 29
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
FINISH FLOOR
100' - 0"
HIGH ROOF
125' - 6 1/2"
H1
A-302
H1
A-302
A1
A-301
A1
A-301
H2
A-301
H2
A-301
H1
AD301
H1
AD301
A1
A-305
2.9
2.31
7' - 4" F.V.
F .V
2.32
2.10
BEYOND
BEYOND
2.1
BEYOND
2.31
2.10
2.10
2.54
TYP
3.56
2.57
TYP
1/2" / 12"
1/2" / 12"
48' - 11 7/16"
T.O. ROOF EAVE
H1
A-532
H1
A-532
H8
A-532
2.1
2.3
1.1
EQ EQ
2.1
2.40
W1 W2 W2
H1
A-513
2.58
FINISH FLOOR
100' - 0"
HIGH ROOF
125' - 6 1/2"
H
LOW ROOF
118' - 0 3/8"
K1
A-305
K1
A-305
2.102.10
2.1
2.31
2.12
BEYOND
2.54
TYP
2.57TYP
G
1.1
2.51
2.51
2.51
2.1
2.1
A1
A-513
J
FINISH FLOOR
100' - 0"
2.9
2.10
2.512.51
2.57 TYP
2.51 2.51
1.1
A15
SIM
A-531
A15
SIM
A-531
3' - 4"
A15
SIM
A-531
2.51
2.54
H1
A-513
H1
A-513
H1
A-513
H1
A-513
2.42
A15
SIM
A-531
A15
SIM
A-531
2.422.42 A15
SIM
A-531
2.42
FINISH FLOOR
100' - 0"
DC
A4
A-303
A4
A-303 2.10
2.51
1.1
A15
SIM
A-531
2.42
1. ROOF SOFFIT COLOR TO MATCH EXTERIOR WALL PANEL
FIELD COLOR.
2. FINAL EXTERIOR BUILDING COLORS TO BE APPROVED BY
COR/BASE CE.
3. EXPOSED LIGHTNING PROTECTION CONDUITS (NOT BEHIND
DOWNSPOUTS) SHALL BE PAINTED TO MATCH ADJACENT
BUILDING SYSTEM COLORS. LIGHTNING PROTECTION
SYSTEM NOT REQUIRED AT CARGO PALLET STORAGE
SHELTER.
4. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL KEYNOTES.
GENERAL SHEET NOTES
SHEET KEYNOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A-201
FUT
E X
T E
R
IO
R B
U
IL
D
IN
G E
L E
V A
T
IO
N S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
C G
A N
IE
R
E
C V
A L
IN
O
M B
E T
Z
M T
O L B
E R
T
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
P
SCALE: 1/8" = 1'-0"
H1
PLAN NORTH ELEVATION 1
SCALE: 1/8" = 1'-0"
H10
PLAN EAST ELEVATION 2
SCALE: 1/8" = 1'-0"
A1
PLAN NORTHEAST ELEVATION 3
SCALE: 1/8" = 1'-0"
A11
PLAN EAST ELEVATION 4
0 4' 8' 16'
0 4' 8' 16' 0 4' 8' 16'
0 4' 8' 16'
1.1 EXISTING EXTERIOR CORRUGATED METAL WALL SIDING
ASSEMBLY TO REMAIN, TO RECEIVE NEW PAINT. COLOR:
ANTIQUE LINEN. REFER TO A-533 BID-OPTION FOR IMP -
EXTERIOR SKIN REPLACEMENT
2.1 6" x 6" DOWNSPOUTS, UNLESS OTHERWISE NOTED, -
COLOR: MATCH ADJACENT WALL, ANTIQUE LINEN
2.3 PRE-FINISHED INSULATED METAL WALL PANEL (MP-1)
ATTACHED TO METAL STUD FRAMING, (R-14), COLOR:
ANTIQUE LINEN
2.9 STANDING SEAM METAL ROOF PANEL - COLOR:
MANUFACTURER STANDARD COLOR MATCH TO
TERRACOTTA
2.10 CONTINUOUS PREFINISHED METAL GUTTERS, FASCIA AND
TRIM - COLOR: MATCH ADJACENT ROOF PANEL,
TERRACOTTA
2.12 SINGLE PLY ROOF MEMBRANE SYSTEM OVER
COVERBOARD OVER AIR BARRIER MEMBRANE OVER ROOF
DECK
2.31 PREPARED EXISTING CMU WALL FOR PAINTING. COLOR -
TO MATCH LA PAZ, BASE SAMPLE
2.32 INFILL OPENING WITH CMU. ALIGN HORIZONTAL AND
VERTICAL JOINTS WITH EXISTING,RE: STRUCTURAL. CMU
SHALL MATCH EXISTING AND TO RECEIVE PAINT FINISH.
MATCH BASE COLOR - LA PAZ
2.40 EXISTING EXTERIOR BUILDING NUMBER. PROTECT IN
PLACE
2.42 CORRUGATED METAL WALL PANEL SIDING WITH R-13 MIN
INSULATION TO MATCH (E) WALL PANEL.
2.51 FOR MECHANICAL AND PLUMBING EQUIPMENT, REFER TO
MECHANICAL DWGS
2.54 FOR LIGHT FIXTURES, REFER TO ELECTRICAL DWGS
2.57 AIR TERMINAL, REFER TO ELECTRICAL DWGS
2.58 CONDUIT, REFER TO ELECTRICAL DWGS
3.56 EXHAUST DUCT, REFER TO MECHANICAL DWGS
A
M E
N D
KEVIN KIMM
C-33500
01-31-27
/1 2/
W
2Q R
R
_B
_P la ns
-0
ARIMS: 200A Disposition: Maintain for 15yrs after construction.
HIGH ROOF
125' - 6 1/2"
A8
A-531
LOW ROOF
118' - 0 3/8"
CLASSROOM
H8
A-531
3.47
S1AE
3.24
3.31
2.9
3.31
A-521
A1
1.1
3.3
3.4
FINISH FLOOR
100' - 0"
HIGH ROOF
125' - 6 1/2"
LOW ROOF
118' - 0 3/8"
2.9
3.53
2.1
2.10
2.12
2.31
G
3.31
H1
A-521
MECH
PARTS
WORKSHOP
3.46
H11
A-521
2.2
FINISH FLOOR
100' - 0"
HIGH ROOF
125' - 6 1/2"
LOW ROOF
118' - 0 3/8"
2.31
3.47
3.48
2.12
3.46
2.9
2.10
MENS
CORRIDOR
3.24
G
3.32
3.31
A11
A-523
3.49
1.1
3.3
3.4
H1
A-521
FINISH FLOOR
100' - 0"
HIGH ROOF
125' - 6 1/2"
A
LOW ROOF
118' - 0 3/8"
3.26
2.9
2.10
HANGAR
STORAGE
A1
A-523
2.3
2.3
H14
A-532
3.50
SHEET KEYNOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A-312
FUT
W A
L L S
E C
T
IO
N S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
C G
A N
IE
R
E
C V
A L
IN
O
M B
E T
Z
M T
O L B
E R
T
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
SCALE: 3/8" = 1'-0"
A8
SECTION @ CLASSROOM
0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'
1.1 EXISTING EXTERIOR CORRUGATED METAL WALL SIDING
ASSEMBLY TO REMAIN, TO RECEIVE NEW PAINT. COLOR:
ANTIQUE LINEN. REFER TO A-533 BID-OPTION FOR IMP -
EXTERIOR SKIN REPLACEMENT
2.1 6" x 6" DOWNSPOUTS, UNLESS OTHERWISE NOTED, -
COLOR: MATCH ADJACENT WALL, ANTIQUE LINEN
2.2 CONCRETE SPLASH BLOCK
2.3 PRE-FINISHED INSULATED METAL WALL PANEL (MP-1)
ATTACHED TO METAL STUD FRAMING, (R-14), COLOR:
ANTIQUE LINEN
2.9 STANDING SEAM METAL ROOF PANEL - COLOR:
MANUFACTURER STANDARD COLOR MATCH TO
TERRACOTTA
2.10 CONTINUOUS PREFINISHED METAL GUTTERS, FASCIA AND
TRIM - COLOR: MATCH ADJACENT ROOF PANEL,
TERRACOTTA
2.12 SINGLE PLY ROOF MEMBRANE SYSTEM OVER
COVERBOARD OVER AIR BARRIER MEMBRANE OVER ROOF
DECK
2.31 PREPARED EXISTING CMU WALL FOR PAINTING. COLOR -
TO MATCH LA PAZ, BASE SAMPLE
3.3 R-13 BATT INSULATION WITH WHITE VINYL FACE
3.4 3' X 3" OPENING GALVANIZED WELDED WIRE MESH
3.24 COLD METAL FORM CEILING JOIST, RE: STRUCTURAL
DWGS
3.26 CUT EXISTING HANGER DOOR STEEL FLOOR RAILS AND
INFILL WITH CONCRETE. RE: STRUCTURAL H14/S-507
3.31 EXISTING STEEL STRUCTURE ARE NOT TO BE PAINTED,
UNLESS OTHERWISE NOTED.
3.32 PAINT EXISTING STEEL COLUMN AND BRACED FRAME
ALONG CORRIDOR. REFER TO HAZMAT REPORT FOR
HAZMAT MITIGATION
3.46 CONTINUOUS PRE-FINISHED METAL SOFFIT PANEL, MSP-1
3.47 2' x 2' ACOUSTIC CEILING TILE ON SUSPENDED T-GRID
3.48 5/8" THICK MOISTURE RESISTANT GYPSUM BOARD CEILING
3.49 FLUID APPLIED AIR BARRIER OVER INTERIOR FACE OF (E)
CMU
3.50 METAL STUD, REFER TO STRUCTURAL
3.53 AIR TERMINAL, REFER TO ELECTRICAL DWGS
3.54 LIGHT FIXTURES, REFER TO ELECTRICAL DWGS
SCALE: 3/8" = 1'-0"
A5
SECTION @MECH ROOM
SCALE: 3/8" = 1'-0"
A1
SECTION @ RESTROOM
SCALE: 3/8" = 1'-0"
A13
SECTION @ SOUTH WALL
0 2' 4' 8'
A
M E
N D
/1 2/
KEVIN KIMM
C-33500
01-31-27
W
2Q R
R
_B
_P la ns
-0
HIGH ROOF
125' - 6 1/2"
LOW ROOF
118' - 0 3/8"
INSTRUCTOR
SUITE
2.10
2.9 3.53
3.46
3.24
3.47
3.31
H1
A-521
J
2.3
2.1
2.15
SIM
3.50
FINISH FLOOR
100' - 0"
B
2.12
HANGAR
STORAGE
3.4
A8
A-531
H11
A-522
1.1
3.3
FINISH FLOOR
100' - 0"
2.10
2.12
A8
A-531
HANGAR
STORAGE
1.1
A11
A-522
3.3
3.4
SHEET KEYNOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A-313
FUT
W A
L L S
E C
T
IO
N S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
C G
A N
IE
R
E
C V
A L
IN
O
M B
E T
Z
M T
O L B
E R
T
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
1.1 EXISTING EXTERIOR CORRUGATED METAL WALL SIDING
ASSEMBLY TO REMAIN, TO RECEIVE NEW PAINT. COLOR:
ANTIQUE LINEN. REFER TO A-533 BID-OPTION FOR IMP -
EXTERIOR SKIN REPLACEMENT
2.1 6" x 6" DOWNSPOUTS, UNLESS OTHERWISE NOTED, -
COLOR: MATCH ADJACENT WALL, ANTIQUE LINEN
2.3 PRE-FINISHED INSULATED METAL WALL PANEL (MP-1)
ATTACHED TO METAL STUD FRAMING, (R-14), COLOR:
ANTIQUE LINEN
2.9 STANDING SEAM METAL ROOF PANEL - COLOR:
MANUFACTURER STANDARD COLOR MATCH TO
TERRACOTTA
2.10 CONTINUOUS PREFINISHED METAL GUTTERS, FASCIA
AND TRIM - COLOR: MATCH ADJACENT ROOF PANEL,
TERRACOTTA
2.12 SINGLE PLY ROOF MEMBRANE SYSTEM OVER
COVERBOARD OVER AIR BARRIER MEMBRANE OVER
ROOF DECK
2.15 SPLASH BLOCK (H11/A-521)
3.3 R-13 BATT INSULATION WITH WHITE VINYL FACE
3.4 3' X 3" OPENING GALVANIZED WELDED WIRE MESH
3.24 COLD METAL FORM CEILING JOIST, RE: STRUCTURAL
DWGS
3.31 EXISTING STEEL STRUCTURE ARE NOT TO BE PAINTED,
UNLESS OTHERWISE NOTED.
3.46 CONTINUOUS PRE-FINISHED METAL SOFFIT PANEL, MSP-1
3.47 2' x 2' ACOUSTIC CEILING TILE ON SUSPENDED T-GRID
3.50 METAL STUD, REFER TO STRUCTURAL
3.53 AIR TERMINAL, REFER TO ELECTRICAL DWGS
SCALE: 3/8" = 1'-0"
A9
SECTION @ INSTRUCTOR SUITE
0 2' 4' 8'
SCALE: 3/8" = 1'-0"
A1
SECTION@ POCKET
SCALE: 3/8" = 1'-0"
A6
SECTION@ POCKET
0 2' 4' 8'0 2' 4' 8'
A
M E
N D
KEVIN KIMM
C-33500
01-31-27
/1 2/
W
2Q R
R
_B
_P la ns
-0
A
SCHEDULE
DOOR PER A
B
S C
H E
D U
L E
D O
O R
P E
R
D O
O R
P E
R S
C H
E D
U L E
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
DOOR PER SCHEDULE
LV
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
NL
SCHEDULE
DOOR PER
D O
O R
P E
R S
C H
E D
U L E
A D
B C
F
C B
A A
1. PROVIDE CIPHER LOCK.
2. ROUGH OPENING PER MANUFACTURER
REQUIREMENTS. KEY-OPERATED DOOR CONTROL
SWITCH MOUNTED AT THE EXTERIOR JAMB.
3. PROVIDE LOUVER PER MECH REQUIREMENT.
GENERAL SHEET NOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
A-601
FUT
D O
O R
T Y
P E
S S
C H
E D
U L E
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
C G
A N
IE
R
E
C V
A L
IN
O
M B
E T
Z
M T
O L B
E R
T
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
DOOR SCHEDULE 100
DOOR
NUMBER
DOOR FRAME
ASSEMBLY
RATING STC
DETAIL
HARDWARE
SET REMARKS
SIZE
TYPE MATERIAL FINISH TYPE MATERIAL FINISH HEAD JAMB SILL
PAIR
DOOR WIDTH HEIGHT
FINISH FLOOR
101A - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K8/A-602 E8/A-602 A8/A-602 1.0 1
101B - 3' - 0" 7' - 0" NL-IN HM EX / PA-5 1.2 HM EX / PA-5 - - K6/A-603 E6/A-603 A8/A-602 2.0
101C - 3' - 0" 7' - 0" NL HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 6.0
103 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 11.0
104 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 12.0
105 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 11.0
108 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 8.0
109 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 9.0
110 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 15.0
111 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 10.0
112 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 8.0
113 - 3' - 0" 7' - 0" NL HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 7.0
114 - 3' - 0" 7' - 0" NL HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 7.0
116A - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K8/A-602 E8/A-602 A8/A-602 3.0
116B - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K6/A-603 E6/A-603 A8/A-602 3.0
116C 14' - 0" 14' - 0" OH-C STL FF-1 0 STL EX / PA-5 - J13/A603 E13/A-603 16.0 2
117A PR. 3' - 0" 7' - 0" NL HM PA-5 1.1 HM PA-5 45 MIN - K15/A-602 E15/A-602 A15/A-602 13.0
117B - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K8/A-602 E8/A-602 A8/A-602 1.0 1
118A PR. 3' - 0" 7' - 0" NL HM PA-5 1.1 HM PA-5 45 MIN - K15/A-602 E15/A-602 A15/A-602 14.0
118B - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K6/A-603 E6/A-603 A8/A-602 3.0
118C - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.1 HM EX / PA-5 - - K6/A-603 E6/A-603 A8/A-602 3.0
118D 22' - 0" 24' - 0" OH-C STL FF-1 0 STL EX / PA-5 J13/A603 E13/A-603 16.0 2
118E 14' - 0" 14' - 0" OH-C STL FF-1 0 STL EX / PA-5 J13/A603 E13/A-603 16.0 2
120 - 3' - 0" 7' - 0" F HM PA-5 1.1 HM PA-5 - - K15/A-602 E15/A-602 A15/A-602 17.0
121 - 3' - 0" 7' - 0" F-IN HM EX / PA-5 1.2 HM EX / PA-5 - - K1/A-602 E1/A-602 A8/A-602 4.0
122 PR. 3' - 0" 7' - 0" LV-IN HM EX / PA-5 1.2 HM EX / PA-5 - - K1/A-602 E1/A-602 A8/A-602 5.0 3
DOOR AND FRAME LEGEND
DOOR-FRAME
TYPE KEY DESCRIPTION
FINISH
FINISH EX EXTERIOR PAINT
FINISH FF-1* FACTORY FINISHED
FINISH PA-5 PAINT, RE: INTERIOR FINISH LEGEND
MATERIAL
MATERIAL HM HOLLOW METAL
MATERIAL STL STEEL
SIZE
SIZE - SINGLE DOOR
SIZE PR PAIR OF DOORS
SIZE UPR UNEQUAL PAIR
(FLUSH PANEL)
TYPE DESCRIPTION
F-IN FLUSH PANEL
INSULATED
F FLUSH PANEL
(NARROW LIGHT)
TYPE DESCRIPTION A B C D #
NL NARROW LITE 6" 43" 24" 4" 1
NL-IN NARROW LITE 6" 43" 24" 4" 1
(LOUVERED)
TYPE DESCRIPTION A B C
LV-IN HALF LOUVER
INSULATED
6" 10" 30"
(OVERHEAD)
TYPE DESCRIPTION
OH-C COILING DOOR
(DOOR FRAME)
TYPE A B
1.1 2" 2"
1.2 2" 4"
A
M E
N D
KEVIN KIMM
C-33500
01-31-27
/1 2/
W
2Q R
R
_B
_P la ns
-0
0+
1+
MH
MH
10+0010+16.49
10+21.22 10+00
MH
H
F
E
D
C
B
G
FH
W
W
W
W
E
E
E
E
E
E E
EE
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SA
N
W W W
GGGG
G G
G G
G G
G
GGGGGGGGGGGGGGGG
SD
SD
SD
SD
SD
SD
SD
SD
SD
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
SA
N
SAN
SA
N
SAN
SA
N
SA
N
SANSANSAN
W W W W W WE E E E E E
SD
SD
SD
SD
SD
SD
SD
SD
E E
E
E W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
SAN SAN
SD
W
W
W
SD SD SD SD SD SD SD SD SD SD
SANSANSANSANSANSANSANSANSANSANSAN
SAN
SAN
COMM COMM
COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM
COMM
COMM
W W W W W W W W W W W W W W W W W W W W W W W W W W
SAN SAN SAN
W
W
S
S
SAN
SAN
F
F
F
F
F
F
F
F
S
S
S C
W W
WW
W
S C
DD
S C
S
BUILDING 1244
12.52' 12.44' 12.50' 12.60' 12.46' 12.45' 12.51' 12.32' 12.62' 12.67' 12.25' 12.71'
12.50' 12.60'12.44'12.50'13.18'
HANGAR APRON BY
SEPARATE CONTRACT
FUSELAGE TRAINER FACILITY
.3
9'
.0 1'
.4
5'
.5 0'
.1
3'
.5 0'
.3
4'
.8 5'
.5
0'
.5 0'
.5
0' 12.50' 12.45' 12.50' 12.32' 12.50' 12.44' 12.50' 12.25' 12.50' 10.11'
.5
0' 9.
12.73' 12.38'12.50' 12.50' 12.90' 12.50'
12.50'12.90'12.50'12.38'
.5
0'
EX BUILDING 1246
FUTURE PROJECT
"KC-46A TWO-BAY
MAINTENANCE HANGAR"
PDPG221012
CO
D
CO
W W
F
F F
F
+0
0.
10+62.79
B1
B1 B1
B1
B1
E
E
E
E
E
B
E
B
E B
E
B
B
B
F1
F1
D
D
D
D
D
D
D
D
D
B B BB B B
B
B
B B
B
B B BB
B
B B
B
B B BB B B
B
E E E E E
E E EE E E E
E E E EEE EE E E E
E EE E E EEE EE E E E
E EE E E EEE EE E E E E
E EE E E EEE EE E E E E
E EE E E EEE EE E E E E
E EE E E EEE EE E E E E
D D D D D
D D D D D D D
DD D D D D D DD D D
D D
D D
D D
D D
D B
B B
B
DDD D D D D DD D D D D
DDD D D D D DD D D D D DD D D D D
DDD D D D D DD D D D D D
B1 B1
B1 B1
B1 B1
B1 B1
B1 B1
DDD D D D D DD D D D D D
DDD D D D D DD D D D D D
F1 F1 F1
F1 F1
F1 F1
F1 F1
B1B1B1B1B1B1B1 B1 B1 B1 B1 B1 B1 B1
D D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D D
D
D D
D D
D D
D D
D
B
B
B
B1
B1
B1 B1
B1 B1
B1 B1
B1
.5
0'
.5 0'
12.50'
.9
1'
.5 0'
.5
0' 9.
.5
0'
.5 0'
.5
0'
.6 4'
.9
5'
.5 0'
F1F1
12.44'
PDPG 221014 FUSELAGE TRAINER/CARGO
PALLET STORAGE SHELTER PROJECT
PDPG 221012 KC46
HANGAR PROJECT
8.87'
PDPG 221014 PROJECT LIMIT LINE
B
A7
CS507DOWELED CONSTRUCTION JOINT
THICKENED EDGE ISOLATION
JOINT AT STRUCTURE
DUMMY CONTRACTION JOINT
REINFORCED SLAB
G1
CS506
A14
CS506
THICKENED EDGE ISOLATION
JOINT
E9
CS504
G11
CS505
NEW CONCRETE/SLAB TO NEW ASPHALT E1
CS504
B1
E
D
B
F1 K9
CS504
A1
CS504
THICKEN PAVEMENT TO 13.75' ALONG
WEST ABUTMENT TO GSE PAVEMENT
B E9
CS504
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-0
3-
:4
5:
pm
M
AR
C H
A
IR
R
ES
ER
VE
B
AS
E
LO
U
IS
VI
LL
E D
IS
TR
IC
T
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L, LO
U
IS
VI
LL
E, K
EN
TU
C
KY
, 4
BU
R
N S
AN
D
M cD
O N
N
EL
L
W
AR
D
P
AR
KW
AY
KA
N
SA
S C
IT
Y, M
IS
SO
U
R I 6
C
ER
TI
FI
ED
F
IN
AL
D
ES
IG
N
S U
BM
IT
TA
L
AD
D
IT
IO
N
AL
TE
R
AT
IO
N
O F
BU
IL
D
IN
G
FO
R
F U
T-
PA
LL
ET
ST
O
R
AG
E
PD
PG
2#
: 5
US Army Corps of Engineers ® bm cd .b ur ns m cd
.c om
\d fs
\C lie nt s\
AN
F\
U
SC
O E\
Lr L\
_S
IM
FU
T\ D es ig n\ C iv il\
Sh ee ts \B
FU
T\
PD
PG
_B
_C P1
.d w g
La yo ut : C
P1
P
AV
EM
EN
T
JO
IN
TI
N G
P
LA
N
U se r:
pm av al os
AP
R
IL
AM
EN
D
C
.IN
G R
AH
AM
F.
LO
G
ES
J.
D
YE
M . B
ET
Z
PA
VE
M
EN
T
JO
IN
TI
N
G P
LA
N
CP101
FUT
A1 PAVEMENT JOINTING PLAN
SCALE 1" = 20'
GENERAL SHEET NOTES
1. SEE SHEETS GC003-GC006 FOR GENERAL SITE NOTES.
LEGEND
20' 40'0
PLAN
NORTH
/1 2/
W
2Q R
R
_B
_P la ns
-0
SHEET ID
U S
AR
M
Y C
O R
PS
O
F
EN
G
IN
EE
R
S
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
-0
3-
:3
9:
am
M
AR
C H
A
IR
R
ES
ER
VE
B
AS
E
LO
U
IS
VI
LL
E D
IS
TR
IC
T
D R
M
AR
TI
N
L U
TH
ER
K
IN
G J
R P
L, LO
U
IS
VI
LL
E, K
EN
TU
C
KY
, 4
BU
R
N S
AN
D
M cD
O N
N
EL
L
W
AR
D
P
AR
KW
AY
KA
N
SA
S C
IT
Y, M
IS
SO
U
R I 6
C
ER
TI
FI
ED
F
IN
AL
D
ES
IG
N
S U
BM
IT
TA
L
AD
D
IT
IO
N
AL
TE
R
AT
IO
N
O F
BU
IL
D
IN
G
FO
R
F U
T-
PA
LL
ET
ST
O
R
AG
E
PD
PG
2#
: 5
US Army Corps of Engineers ® bm cd .b ur ns m cd
.c om
\d fs
\C lie nt s\
AN
F\
U
SC
O E\
Lr L\
_S
IM
FU
T\ D es ig n\ C iv il\
Sh ee ts \B
FU
T\
PD
PG
_B
_C S5
.d w g
La yo ut : C
S5
S
IT
E D
ET
AI
LS
U se r:
pm av al os
AP
R
IL
AM
EN
D
C
.IN
G R
AH
AM
F.
LO
G
ES
J.
D
YE
M . B
ET
Z
SI
TE
D
ET
AI
LS
CS504
FUT
5.00' MIN
T1
1.
(T 1)
T2
NOTES:
1. T1 IS THICKER CONCRETE THAN T2.
NOTES:
1. STEEL PIPE FOR PIPE BOLLARDS SHALL CONFORM TO ASTM A53,
TYPE E OR S GRADE.
2. THE PIPE BOLLARD FOR SITE ELEMENTS SUCH AS UTILITY
STRUCTURES, EQUIPMENT, ETC. SHALL BE PAINTED FEDERAL
YELLOW WITH 6" WIDE REFLECTIVE BAND.
3. THIS PIPE BOLLARD FOR SITE ELEMENTS SUCH AS UTILITY
STRUCTURES, EQUIPMENT, ETC.
6" 3'
-0
1'-6"
2.00' MIN
2% MIN
6" B
EL
O
W
FI
N
IS
H
ED
FL
O
O R
BLDG
NOTES:
1. SEE SITE PLAN FOR LIMITS.
2. NO GCA BASE COURSE UNDER MOW STRIP.
3' -0
E9 TYPE B - THICKENED EDGE ISOLATION JOINT
SCALE N.T.S. E15 BOLLARD
SCALE N.T.S.
A15 MOW STRIP
SCALE N.T.S.
12"
9"
NOTES:
1. SEE DETAIL G8, CS503 FOR CONCRETE SIDEWALK PAVEMENT.
K1 THICKENED EDGE CONCRETE SECTION
SCALE N.T.S.
45°
3"
3"
A7
CS506
T
10.00' MIN.
NOTE:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN ACCORDANCE
WITH SPEC SECTION 31 00 00.00 06.
2. SLABS SHALL BE REINFORCED PER TABLE 2, CS505. SLABS SHALL BE
REINFORCED PER JOINTING PLAN, SEE CP101.
E1
TYPE F1 - JUNCTURE OF NEW CONCRETE
AND NEW CONCRETE SLAB
SCALE: NTS
NOTE:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN ACCORDANCE
WITH SPEC SECTION 31 00 00.00 06.
2. SLABS SHALL BE REINFORCED PER TABLE 2, CS505. SLABS SHALL BE
REINFORCED PER JOINTING PLAN, SEE CP101.
K9
TYPE F1 - JUNCTURE OF NEW
CONCRETE SLAB AND NEW ASPHALT
SCALE: NTS
4.00' MIN.
T
10.00' MIN.
NOTE:
1. REMOVE EXISTING MATERIAL AS NEEDED AND CONSTRUCT IN ACCORDANCE
WITH SPEC SECTION 31 00 00.00 06.
A1
TYPE F1 - JUNCTURE OF NEW CONCRETE
AND NEW ASPHALT
SCALE: NTS
NON-EXTRUDING
PREFORMED
COMPRESSIBLE
MATERIAL
EXPANSION JOINT
4" CONCRETE
CONCRETE
PAVEMENT
EXPANSION
JOINT
CONCRETE
SLOPE TOP OF
FOOTING AWAY FROM
PIPE AS SHOWN
6" DIA. STANDARD
WEIGHT STEEL PIPE
ROUND TOP
FILL PIPE WITH
CONCRETE
PORTLAND CEMENT
CONCRETE
COMPACTED
SUBGRADE
SEE NOTE 1
COMPACTED SUBGRADE
SEE NOTE 1
GRADED CRUSHED
AGGREGATE (GCA) BASE
COURSE WHERE INDICATED
DRAINAGE LAYER
(FOR AIRFIELD
PAVEMENTS ONLY)
6" DRAINAGE LAYER
9" PORTLAND CEMENT
CONCRETE (SEE
SPECIFICATION
SECTION 32 13 13.06)
6" GCA BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
SEE NOTE 2
COMPACTED SUBGRADE
SEE NOTE 1
9" PORTLAND CEMENT
CONCRETE (SEE
SPECIFICATION
SECTION 32 13 13.06) 6" GCA BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)SEE NOTE 2
BITUMINOUS PRIME COAT
(SEE SPECIFICATION
SECTION 32 12 13)
BITUMINOUS TACK COAT
(SEE SPECIFICATION
SECTION 32 12 13)
4" HOT MIX ASPHALT
(2" SURFACE COURSE,
2" INTERMEDIATE
COURSE (2 PASSES))
(SEE SPECIFICATION
SECTION 32 12 16.16)
6" GCA BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
PORTLAND CEMENT
CONCRETE
COMPACTED
SUBGRADE
SEE NOTE 1
COMPACTED SUBGRADE
SEE NOTE 1
6" DRAINAGE LAYER
6" GCA BASE COURSE
(SEE SPECIFICATION
SECTION 32 11 23)
4" HOT MIX ASPHALT
(2" SURFACE COURSE,
2" INTERMEDIATE
COURSE (2 PASSES))
(SEE SPECIFICATION
SECTION 32 12 16.16)
BITUMINOUS PRIME COAT
(SEE SPECIFICATION
SECTION 32 12 13)
BITUMINOUS TACK COAT
(SEE SPECIFICATION
SECTION 32 12 13)
COMPACTED
SUBGRADE
SEE NOTE 1
6" DRAINAGE LAYER
GRADED CRUSHED
AGGREGATE (GCA) BASE
COURSE WHERE INDICATED
DRAINAGE LAYER
(FOR AIRFIELD
PAVEMENTS ONLY)
1/
4" M
IN 1/
2"
M
IN
W=1/2" MIN
5/8" MAX
1/4" MIN
SEALANT DEPTH
D= 1.0 TO 1.5W FOR
POURED SEALANT
NOTE:
1. COORDINATE SAWCUT DEPTH OF JOINT RESERVOIR WITH
SEALANT MANUFACTURER'S RECOMMENDATIONS.
EDGE OF ASPHALTEDGE OF CONCRETE
K16
PCC TO ASPHALT JOINT SEALANT
1/ 8"
±1 /1
6"
SCALE: NTS
1/2" ROD
BACK-UP
MATERIAL
SAWED
JOINT FACE
SAWED
JOINT FACE FIELD MOLDED SEALANT
PAVEMENT
SURFACE
CS504
K16
CS504
K16
/1 2/
W
2Q R
R
_B
_P la ns
-0
M
H
F
E
AH-5
CTRL
AH-2
CTRL
60A
30A
30A
3 4 5 6 7 8 9 10
208/230V, 3P
0.5KVA
RELAY75KVA
M C
C
MATCH LINE MATCH LINE
A1/ED103 A1/ED104
LC
A
BLC
C
(E) UTILITY
TRANSFORMER
T
KEY PLAN
PLAN NORTH
B C
D
A
GENERAL SHEET NOTES
SHEET KEYNOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
ED102
FUT
E L E
C T
R
IC
A L D
E M
O L
IT
IO
N
P L A
N
A R
E A
A
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
J M
A
E C
H U
M B
E T
Z
R H
E
IL
L E
R
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
SCALE: 1/8" = 1'-0"
F1
ELECTRICAL DEMOLITION PLAN - AREA A
1. REFER TO DRAWING E-001 AND E-002 FOR ELECTRICAL
LEGENDS AND NOTES.
2. UNLESS OTHERWISE NOTED, ALL DEVICES IN HEAVY
LINEWEIGHT AND BROKEN LINES ARE TO BE
DISCONNECTED AND REMOVED.
3. ELECTRICAL CONTRACTOR TO NOTIFY CONTRACTING
OFFICER WITH ANY POWER INTERRUPTION REQUIRED TO
COMPLETE DEMOLITION WORK. ANY UNSCHEDULED
INTERRUPTION TO BUILDING POWER DISTRIBUTION
SYSTEM RESULTING FROM THE DEMOLITION WORK MUST
BE REPAIRED AND/OR RESTORED IMMEDIATELY WITHOUT
ANY INCURRING COST TO THE GOVERNMENT.
4. ALL ELECTRICAL DEMOLITION WORK MUST BE PERFORMED
IN DE-ENERGIZED CONDITION.
1. DEMOLISH ALL EXISTING ELECTRICAL, GROUNDING,
MECHANICAL, AND TELECOMMUNICATION DEVICES AND
EQUIPMENT IN AREA BACK TO SOURCE.
2. EXISTING SERVICE CONDUITS TO REMAIN AND BE REUSED
FOR NEW WORK.
3. REFER TO PHOTOS OF EXISTING CONDITIONS OF EXISTING
ELECTRICAL/MECHANICAL ROOM BELOW.
0 4' 8' 16'
A
M M
E N
D
A1
PHOTOS - EXISTING CONDITIONS OF ELECTRICAL/MECHANICAL ROOM
SCALE: NTS
03/05/2025
09/30/26
/1 2/
W
2Q R
R
_B
_P la ns
-0
400A
Y
XFMR-PL1
480V 208Y/120V 112.5kVA
PL1
4 5 6 7 8
175A 60A 300A 50A 100A 100A 100A
DISTRIBUTION BOARD MSB 480Y/277V, 3Ø, 4W, 400A, 14KAIC (SERVICE RATED)
LTG HVAC
(E) UTILITY XFMR
13.8kV PRI
480Y/277 SEC
300kVA
MFM
COMM
200AS
Y
XFMR-PL2
480V 208Y/120V 30kVA
PL2
100A 208Y/120V, 3⌀, 4W
400A
480V, 3⌀, 3W
100A
480/277V, 3⌀, 4W
400A 208Y/120V, 3⌀, 4W
150A 208Y/120V, 3⌀, 4W
2 SETS OF (4#350) IN EXISTING (2) 3" CONDUITS
DS-FUTPS
G
N
-3
-4
-3
-3
S
S -4
150-4 150-4
S
S -4
GEC
#1/0
GEC
#8
100-3
HVAC2
100A
480V, 3⌀, 3W
SPARE SPARE SPARE
REFER TO GROUNDING RISER
DIAGRAM ON SHEET EG601
PL1A
100A 208Y/120V, 3⌀, 4W
100-4
-3
50A
ELI
20-2
FA
60A 208Y/120V, 3⌀, 4W
30-4
SPD
SPD
SPD
30A
SPD
-3
LP#
PP#
NUMBER OF PHASE
CONDUCTORS:
4 -> 3PH / 4 WIRE
3 -> 3PH / 3 WIRE
2 -> 1PH / 2 WIRE
CIRCUIT MARK:
SEE FEEDER AND BRANCH
CIRCUIT SCHEDULE FOR
CONDUCTOR AND CONDUIT
SIZE
REFER TO TRANSFORMER
SECONDARY SCHEDULE ON
SHEET EP601 FOR
TRANSFORMER SECONDARY
CONDUCTORS.
REFER TO TRANSFORMER
SCHEDULE THIS SHEET FOR
VOLTAGE AND RATING OF
TRANSFORMERS.
SIZE PER NEC
IF NO WIRE SIZE IS INDICATED
REFER TO PANEL SCHEDULES
NUMBER OF PHASE CONDUCTORS IS INDICATED AFTER
THE CIRCUIT MARK.
• "100-4" INDICATES "4" PHASE CONDUCTORS
CORRESPONDING TO THE CIRCUIT MARK "100"
• "DBL N" REFERS TO A DOUBLE NEUTRAL
CONDUCTOR
CONDUIT SIZE IS INDICATED AFTER THE
CIRCUIT MARK.
• "100-4" INDICATES CONDUIT SIZED FOR A
3PH / 4W CIRCUIT CORRESPONDING TO
THE CIRCUIT MARK "100"
GENERAL SHEET NOTES
SHEET KEYNOTES
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
EP601
FUT
E L E
C T
R C
IA
L O
N E
-L
IN
E D
IA
G
R A
M S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
J M
A
E C
H U
M B
E T
Z
R H
E
IL
L E
R
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
NTSSCALE:
A1
NEW WORK ONE LINE DIAGRAM
1. FOR GENERAL NOTES, SYMBOLS AND ABBREVIATIONS,
REFER TO SHEET E-001 AND E-002.
2. UNLESS OTHERWISE NOTED, LIGHT LINEWEIGHT INDICATES
EXISITING EQUIPMENT TO REMAIN AND HEAVY LINEWEIGHT
INDICATES EQUIPMENT TO BE AFFECTED BY THIS PROJECT.
3. ALL FINAL FURNITURE POWER CONNECTIONS WILL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
1. INSTALL NEW CONDUCTORS IN EXISTING CONDUITS FROM
SECONDARY SIDE OF UTILITY TRANSFORMER TO NEW
SERVICE PANEL. EXTEND EXISTING CONDUIT TO NEW PANEL
LOCATION.
2. PROVIDE 200A DISCONNECT SWITCH FOR POWER TO
FUTUPS.
3. CIRCUIT BREAKER FOR SPD PER MANUFACTURER
RECOMMENDATION.
4. EMERGENCY LIGHTING INVERTER, ELI, FOR HIGH BAY AREA
EMERGENCY LIGHTS. 3000VA/W, 1Ø-277V INPUT/OUTPUT,
WITH VRLA BATTERY WITH (10) 1P-20A-277V OUTPUT CIRCUIT
BREAKERS, MINIMUM 90 MINUTE BATTERY.
FEEDER AND BRANCH CIRCUIT SCHEDULE
MARK
# OF
SETS
PHASE
CONDUCTORS
EQUIP.
GROUND
CONDUCTOR SSBJ
3PH / 4W
CONDUIT
SIZE
3PH / 3W
CONDUIT SIZE
1PH / 2W
CONDUIT SIZE
15 1 #12 #12 - 3/4" 3/4" 3/4"
20 1 #12 #12 - 3/4" 3/4" 3/4"
30 1 #10 #10 - 3/4" 3/4" 3/4"
35 1 #8 #10 - 1" 3/4" 3/4"
40 1 #8 #10 - 1" 3/4" 3/4"
45 1 #6 #10 - 1" 1" 3/4"
50 1 #6 #10 - 1" 1" 3/4"
60 1 #4 #10 - 1-1/2" 1-1/2" 1"
70 1 #4 #8 - 1-1/2" 1-1/2" 1"
80 1 #3 #8 - 1-1/2" 1-1/2" 1"
90 1 #2 #8 - 1-1/2" 1-1/2" 1"
100 1 #1 #8 - 1-1/2" 1-1/2" 1-1/2"
100.1 1 #1 #6 - 1-1/2" 1-1/2" 1-1/2"
100SS 1 #1 - #6 1-1/2" 1-1/2" 1-1/2"
110 1 #1/0 #6 - 2" 1-1/2" N/A
125 1 #1/0 #6 - 2" 1-1/2" N/A
150 1 #1/0 #6 - 2" 1-1/2" N/A
175 1 #2/0 #6 - 2" 2" N/A
200 1 #3/0 #6 - 2-1/2" 2" N/A
225 1 #4/0 #4 - 2-1/2" 2" N/A
250 1 250 KCMIL #4 - 3" 2-1/2" N/A
350 1 400 KCMIL #1/0 - 3" 2-1/2" N/A
400 1 500 KCMIL #3 - 3-1/2" 3" N/A
400SS 1 500 KCMIL - #1/0 3-1/2" 3" N/A
500 2 250 KCMIL #2 - 3" 2-1/2" N/A
600 2 350 KCMIL #1 - 3" 3" N/A 1
A
M M
E N
D
/0
/2
W
2Q R
R
_B
_P la ns
-0
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
M-602
FUT
M E
C H
A N
IC
A
L S
C H
E D
U L E
S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
A D
A R
R
B B
A L O
R A
N
M B
E T
Z
B S
C H
N
IE
R
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
FAN COIL UNIT SCHEDULE (FCU)
TAG LOCATION AIRFLOW (CFM) TOTAL (MBH) WEIGHT (LBS) NOTES
FCU-01 COMM RM 120 840 36 44 1,2,3
FCU-02 ELEC RM 121 840 36 44 1,2,3
NOTES:
1. INDOOR UNIT POWERED BY OUTDOOR.
2. PROVIDE WITH MANUFACTURER'S CONDENSATE LIFT PUMP.
3. PROVIDE MANUFACTURER'S BACNET GATEWAY.
HUMIDIFIER SCHEDULE (HUM)
TAG LOCATION / SERVICE MOUNTING TYPE
FLUID
TYPE
CAPACITY
(LBS/HR)
INPUT
(KW)
ELECTRICAL WEIGHT
(LBS)
NOTES
VOLTS PHASE FLA
HUM-01 PARTS WORKSHOP 117 24" FLOOR STAND ELECTRIC STEAM WATER 30 10 480 3 12 200 1,3,5,6,7,8
HUM-02 FUT BAY / AHU-03 24" FLOOR STAND ELECTRIC STEAM WATER 40 13.5 480 3 16.5 200 2,3,4,6,7,8
NOTES:
1. PROVIDE WITH UNIT-MOUNTED STEAM DISTRIBUTION UNIT WITH FREE ROOM DISCHARGE.
2. PROVIDE DUCT-MOUNTED STEAM DISPERSION UNIT WITH 3 FT ABSORPTION DISTANCE. INSTALL IN AHU-03 BLANK SECTION.
3 PROVIDE MANUFACTURER'S 24-INCH HIGH FLOOR STAND, BACNET COMM CARD, AND DRAIN COOLER WITH BRACKET.
4. PROVIDE MANUFACTURER'S STEAM HOSE, AIRFLOW SWITCH, DUCT-MOUNTED HUMIDISTAT, AND DUCT HIGH LIMIT HUMIDITY SWITCH.
5. PROVIDE MANUFACTURER'S DUCT MOUNTED HUMIDITY SENSOR.
6. PROVIDE CENTRAL REVERSE OSMOSIS WATER TREATMENT PACKAGE RATED FOR 0.24 GPM WITH PHOSPHATE CRYSTAL PRE FILTER, SEDIMENT, AND CARBON PRE-FILTERS, PUMP, CONTROLLER, TDS MONITOR, 40 GAL PRESSURIZED STORAGE TANK, AND PRESSURE GAUGES BY HUMIDIFIER MANUFACTURER. REFER TO F10/P-502.
7. PROVIDE MODULATING HUMIDITY CONTROL.
8. COMPLY WITH MANUFACTURER REQUIREMENTS FOR STEAM SUPPLY PIPING ELEVATION, SLOPE AND INTERMEDIATE DRAINS. ROUTE INTERMEDIATE DRAINS TO
CONDENSATE TANK.
VARIABLE AIR VOLUME TERMINAL UNIT SCHEDULE (VAV)
TAG AREA SERVED
EQUIPMENT
SERVED
COOLING
AIRFLOW (CFM)
MIN. AIRFLOW
(CFM)
MAX HEATING
AIRFLOW (CFM)
NECK SIZE
(IN)
TYPE CASING TYPE
EXTERNAL STATIC
PRESSURE
(IN W.C.)
SCR ELECTRIC HEATING
COIL DISCHARGE
SOUND LEVEL
(NC)
ELECTRICAL
WEIGHT
(LBS)
NOTES
CAPACITY
(KW)
EAT
(DEG. F)
LAT
(DEG. F)
VOLTS PHASE
VAV-01 PARTS WORKSHOP 117 AHU-01 1300 260 650 10 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 6.8 55 88 20 480 3 110 1
VAV-02 INSTRUCTOR SUITE 108 AHU-01 380 80 190 6 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 1.9 55 84.4 20 480 3 75 1
VAV-03 CLASSROOM 115 AHU-01 1020 600 600 10 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 4.6 55 78.8 20 480 3 110 1
VAV-04 CARGO LOADING 112 AHU-01 400 80 200 6 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 2.1 55 87.9 26 480 3 75 1
VAV-05 BRIEFING ROOM 113, CORRIDOR 101 AHU-01 310 65 155 6 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 0.9 55 71.5 20 480 1 75 1
VAV-06 DEBRIEFING 114 AHU-01 155 30 80 6 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 0.5 55 74.8 20 480 1 75 1
VAV-07 BREAKROOM 102, CORRIDOR 101 AHU-01 505 105 255 8 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 1.3 55 70 20 480 1 85 1
VAV-08 HUDDLE RM 109, MAINTENANCE OFFICE 111 AHU-01 215 40 90 6 SINGLE DUCT SHUT OFF LINED FOIL FACED 0.5 1.0 55 88 20 480 1 75 1
NOTES:
1. PROVIDE UNIT WITH FIELD MOUNTED DIGITAL CONTROLLER IN NEMA 1 ENCLOSURE.
DIFFUSER, REGISTER, & GRILLE SCHEDULE (DRG)
TYPE DESCRIPTION
FACE SIZE
(IN)
SYSTEM DAMPER NOTES
A AIRFOIL SUPPLY GRILLE, 3/4-INCH BLADE SPACING, 0° DEFLECTION NA SUPPLY OPPOSED BLADE 1,2,3,4
B HEAVY DUTY RETURN GRILLE, 3/4-INCH BLADE SPACING, 0° DEFLECTION NA RETURN OPPOSED BLADE 1,2,3,4
C SQUARE PLAQUE DIFFUSER 24" X 24" SUPPLY - 1,2,3,4
D RECTANGULAR RETURN OR EXHAUST AIR GRILLE 24" X 24" EXHAUST OPPOSED BLADE 1,2,3,4
E PERFORATED RETURN DIFFUSER 24" X 24" RETURN / EXHAUST - 1,2,3,4
F RECTANGULAR RETURN OR EXHAUST AIR GRILLE 12" X 12" EXHAUST / TRANSFER OPPOSED BLADE 1,3,4
NOTES:
1. MATCH DIFFUSER NECK TO BRANCH DUCT SIZE.
2. PROVIDE WITH 24"x24" MODULE. REFER TO ARCHITECTURAL PLANS FOR REFLECTED CEILING PLAN FOR CEILING/MOUNTING TYPE
3. REFER TO PLAN FOR SIZE
4. PROVIDE WITH WHITE FINISH
LOUVER SCHEDULE (L)
TAG SERVICE
LOUVER SIZE
AIRFLOW
(CFM)
FREE AREA
VELOCITY
(FT/MIN)
PRESSURE DROP
(IN W.C.)
WIDTH
(IN)
HEIGHT
(IN)
L-01 EF-4 EXHAUST 24 18 900 43 710 0.071
L-02 AHU-03 OUTSIDE AIR INTAKE 24 24 1500 50 824 0.1
CONTROL DAMPER SCHEDULE (CD)
TAG SERVICE TYPE
DIMENSIONS
VOLTS NOTES
HEIGHT
(IN)
WIDTH
(IN)
DIAMETER
(IN)
CD-01 EF-03 EXHAUST AIR TWO POSITION CONTROL 12 12 N/A - 1,2
CD-02 EF-05 EXHAUST AIR TWO POSITION CONTROL 16 16 N/A - 1,2
CD-03 EF-04 EXHAUST AIR TWO POSITION CONTROL N/A N/A 12 - 1,2
CD-04 EF-02 EXHAUST AIR TWO POSITION CONTROL 38 38 N/A - 1,2
CD-05 EF-07 EXHAUST AIR TWO POSITION CONTROL 32 32 N/A - 1,2
CD-06 EF-01 EXHAUST AIR TWO POSITION CONTROL 38 38 N/A - 1,2
CD-07 AHU-03 OUTSIDE AIR INTAKE MODULATING CONTROL 24 24 N/A 24 VAC 2
NOTES:
1. FACTORY FAN INTERLOCK
2. PROVIDE WITH MODULATING ULTRA LOW LEAKAGE CONTROL DAMPER.
A
M E
N D
/2
/2
A
M E
N D
03-05-25
/1 2/
W
2Q R
R
_B
_P la ns
-0
SEE PLANS FOR SIZE
DCW
EMCS
BFP TO
HUMIDIFIER
FROM
RO WATER
KEY NOTES:
BALL VALVE (TYP.)
RO MAKEUP WATER METER
NUTATING DISC WITH TOTALIZING
REGISTER AND PULSE OUTPUT.
RPZ BACKFLOW PREVENTER3
RO FILTER PACKAGE
• AUTO ISO VALVE
• 5 MICRON SEDIMENT PRE-FILTER
• CARBON FILTER
• RO FILTER
• PRESSURIZATION PUMP
• 40 GAL PRESSURIZED STORAGE
TANK
• CONDUCTIVITY METER
HUMIDIFIER STAND SUPPORT,
REFER TO HVAC
6 HUMIDIFIER, REFER TO
HVAC
HUMIDIFIER MAIN AND
PAN DRAINS. ROUTE TO
CONDENSATE RECEIVER
THROUGH DRAIN COOLER WITH
FUNNEL WITH AIR GAP
CONDENSATE RECEIVER
PUMP PACKAGE
CONDENSATE
TO MECHANICAL ROOM
FLEXIBLE STEAM HOSE
TO AHU STEAM MANIFOLD, REFER
TO HVAC
SEE PLANS FOR SIZE
NOTES:
1. CONDENSATE RECEIVER WILL ALSO PUMP AHU AIR CONDITIONING CONDENSATE.
VENT TO ATMOSPHERE11
STRAINER AND WATER HAMMER
ARRESTOR
RO WASTE TO DRAIN WITH AIR
GAP
DCW
RO
PIPING
PHOSPATE CYRSTAL PRE-FILTER IN HOUSING,
4.5 X 20 IN. 5 GPM MAX FLOW. 280,000 PPM
CAPACITY
P E
R F
O R
A T
IO
N
8"ø PVC PIPE WITH 1/4"ø HOLES 3" O.C. @ 90°
PATCH & SEAL
TO MATCH EXIST
GR.
FINISHED GRADE
4" THICK CONC.
COLLAR
PLUG CAP TO
SUIT. INSTALL
FLUSH TO GRADE
16"x16"
7'-0" MIN.CL
CD
VARIES
FACE OF (E) EXTERIOR WALL
COND. DRAIN FROM A.C. UNIT
EXIST. BLDG.
DRILL FOR DRAIN
PEA GRAVEL OR
SAND
1" CRUSHED STONE
HALF FILLED
BRACKET FROM
CEILING OR WALL
NOTES:
1.
HOSE REEL
CA MAIN
HOSE STOP
COMBINATION PRESSURE REGULATING
VALVE/IN-LINE FILTER WITH INTEGRAL
PRESSURE GAUGE; OPERATING RANGE 5 TO 150
PSIG; INTEGRAL 1 MICRON COALESCING FILTER.
1/2" QUICK DISCONNECT
CA HOSE REEL. SPRING REWIND, RATED FOR 150
PSI MINIMUM WORKING PRESSURE, HEAVY DUTY,
ALL STEEL CONSTRUCTION. PROVIDE WITH 50' OF
1/2" AIR HOSE WITH QUICK DISCONNECT.
COALESCER
FILTER(TYP.
OF 2 IN PARALLEL)
TO BUILDING
BALL VALVE
CAP
FULL PORT BALL VALVE
PRESSURE
REGULATOR W/ GAUGE
PARTICULATE FILTER
(TYP. OF 2) IN PARALLEL
FLOOR
PACKAGE TANK
MOUNTED
COMPRESSOR/DRYER
FLOW METER (TO EMCS)
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
P-502
FUT
P L U
M B
IN
G
D E
T A
IL
S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
A D
A R
R
B B
A L O
R A
N
M B
E T
Z
B S
C H
N
IE
R
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
SCALE: NTS
F10
HUMIDIFIER / RO SYSTEM FLOW DIAGRAM
SCALE: NTS
A1
DRYWELL
SCALE: NTS
H1
COMPRESSED AIR WITH HOSE REEL
SCALE: NTS
A10
COMPRESSED AIR SERVICE ENTRANCE
A
M E
N D
/2
/2
A
M E
N D
03-05-25
/1 2/
W
2Q R
R
_B
_P la ns
-0
POST-INSTALLED ANCHORS:
1. SPECIFICATION SECTIONS 05 05 20
2. PROVIDE ANCHORS OF INDICATED TYPE WITH CAPACITIES ADEQUATE FOR INDICATED SHEAR
AND TENSION LOADS ACTING SIMULTANEOUSLY BASED ON ACTUAL SUBSTRATE MATERIAL,
EMBEDMENT LENGTH, EDGE DISTANCE, AND SPACING. SUBMIT PRODUCT DATA AND
CALCULATIONS NOT LESS THAN 30 DAYS PRIOR TO INSTALLATION.
3. PROVIDE ANCHORS INTO CONCRETE THAT ARE APPROVED AND DESIGNED FOR INSTALLATION IN
CRACKED CONCRETE, UNLESS NOTED OTHERWISE.
4. MECHANICAL ANCHORS
A. CARBON STEEL MANUALLY EXPANDED WEDGE TYPE, UNLESS NOTED OTHERWISE.
B. PROVIDE ANCHORS THAT HAVE BEEN TESTED AND ASSESSED IN ACCORDANCE WITH
LATEST EDITION OF APPLICABLE ACCEPTANCE CRITERIA AS DOCUMENTED BY EVALUATION
SERVICE REPORTS.
1. MECHANICAL ANCHORS IN CONCRETE: ICC-ES AC193.
2. EXPANSION ANCHORS IN MASONRY: ICC-ES AC01.
3. PREDRILLED FASTENERS (SCREW ANCHORS) IN MASONRY: ICC-ES AC106.
5. ADHESIVE ANCHORS
A. CARBON STEEL THREADED ROD WITH EPOXY OR HYBRID RESIN ADHESIVE AND
CYLINDRICAL WIRE MESH SCREEN TUBE FOR INSTALLATION IN HOLLOW MASONRY,
UNLESS NOTED OTHERWISE.
B. DO NOT USE BULK-MIXED ADHESIVES. PROVIDE THREADED ROD COMPATIBLE WITH
ADHESIVE AND ACCEPTABLE TO MANUFACTURER.
C. PROVIDE ANCHORS AS ENTIRE SYSTEM INCLUDING, BUT NOT LIMITED TO,
MANUFACTURER'S PRINTED INSTRUCTIONS AS FURNISHED WITH ADHESIVE, ADHESIVE
CARTRIDGE, MIXING NOZZLE, EXTENSION TUBE, DISPENSER, AND ALL REQUIRED
EQUIPMENT FOR PROPERLY CLEANING DRILLED HOLE.
D. PROVIDE ANCHOR SYSTEMS THAT HAVE BEEN TESTED AND ASSESSED IN ACCORDANCE
WITH LATEST EDITION OF APPLICABLE ACCEPTANCE CRITERIA AS DOCUMENTED BY
EVALUATION SERVICE REPORTS.
1. ADHESIVE ANCHORS IN CONCRETE: ICC-ES AC308.
2. ADHESIVE ANCHORS IN MASONRY: ICC-ES AC58.
3. ANCHORS IN UNREINFORCED MASONRY: ICC-ES AC60.
6. LOCATE ANCHORS IN EXISTING CONCRETE OR MASONRY TO AVOID EXISTING REINFORCEMENT, AND ARRANGE REINFORCEMENT IN NEW CONCRETE OR MASONRY TO AVOID ANCHOR
LOCATIONS. DO NOT DAMAGE REINFORCEMENT WITHOUT APPROVAL OF CONTRACTING
OFFICER'S REPRESENTATIVE.
7. IF GROUT, FLOOR TOPPING, OR CONSTRUCTION JOINT IS PRESENT WITHIN EMBEDMENT LENGTH
OF ANCHOR IN CONCRETE, PROVIDE FULL EMBEDMENT LENGTH BEYOND INTERFACE.
1. SPECIFICATION SECTIONS 13 34 19
2. DESIGN, FABRICATE, AND ERECT METAL BUILDING SYSTEMS IN ACCORDANCE WITH MBMA METAL
BUILDING SYSTEMS MANUAL AS MODIFIED BY CONTRACT DOCUMENTS.
3. OBTAIN PRIOR APPROVAL OF CONTRACTING OFFICER'S REPRESENTATIVE FOR ANY DEVIATIONS
FROM STRUCTURAL OR ARCHITECTURAL DIMENSIONS OR DETAILS INDICATED ON CONTRACT
DRAWINGS.
4. PROVIDE STANDARD TYPE VII ANCHOR RODS OF SIZE, QUANTITY, AND LAYOUT REQUIRED BY
METAL BUILDING SYSTEM MANUFACTURER.
5. PROVIDE PRETENSIONED BOLTS FOR PRIMARY FRAMING CONNECTIONS.
6. PROVIDE ADDITIONAL FRAMING AROUND WALL AND ROOF OPENINGS, AND WHERE REQUIRED TO
SUPPORT AND BRACE SUSPENDED ITEMS SUCH AS LIGHTING, EQUIPMENT, ETC.
7. SUBMIT SHOP DRAWINGS AND STRUCTURAL DESIGN ANALYSIS OF METAL BUILDING SYSTEM
PREPARED AND SEALED BY QUALIFIED PROFESSIONAL ENGINEER.
A. INCLUDE DEVELOPMENT OF LOADS, DESCRIPTION OF INDIVIDUAL AND COMBINED LOAD
CASES, DESCRIPTION OF MATERIALS, COMPARISON OF PERMITTED STRESSES VERSUS
COMPUTED STRESSES, CALCULATION OF DEFLECTIONS, AND ANCHOR ROD LAYOUT.
B. DESIGN COLUMN BASES TO TRANSMIT ONLY VERTICAL AND HORIZONTAL FORCES (NO
MOMENTS) TO FOUNDATIONS. SUBMIT SERVICE-LEVEL REACTIONS AT EACH COLUMN BASE
IN ALL THREE PRINCIPAL DIRECTIONS FOR EACH INDIVIDUAL (NOT COMBINED) LOAD CASE,
SUCH AS DEAD, COLLATERAL, FLOOR LIVE, ROOF LIVE, WIND, EARTHQUAKE, ETC.
C. DO NOT CONSTRUCT FOUNDATIONS OR FABRICATE FOUNDATION REINFORCING STEEL
UNTIL METAL BUILDING SYSTEM SHOP DRAWINGS AND DESIGN ANALYSIS ARE APPROVED.
WHERE SUBMITTED REACTIONS EXCEED ASSUMED REACTIONS AS INDICATED ON
DRAWING S-104, REDESIGN FOUNDATIONS ACCORDINGLY AT NO ADDITIONAL COST TO
GOVERNMENT AND WITH NO INCREASE IN CONTRACT TIME. SUBMIT FOUNDATION
DRAWINGS AND DESIGN ANALYSIS PREPARED AND SEALED BY A QUALIFIED
PROFESSIONAL ENGINEER.
8. DEFLECTION LIMITS
A. PURLINS AND RAFTERS: VERTICAL DEFLECTION OF 1/240 OF THE SPAN UNDER SERVICE-
LEVEL GRAVITY LOADS.
B. GIRTS AND WIND COLUMNS: HORIZONTAL DEFLECTION OF 1/240 OF THE SPAN UNDER 0.42W
AS CALCULATED FOR COMPONENTS AND CLADDING.
C. FRAMES:
a. HORIZONTAL WIND DRIFT OF 1/480 OF THE HEIGHT UNDER DESIGN PRESSURE AS
CALCULATED FOR MAIN WIND FORCE RESISTING SYSTEM USING A 10-YEAR MEAN
RECURRENCE INTERVAL WIND SPEED OF 41 MPH.
b. HORIZONTAL SEISMIC DRIFT: 0.025 X H
1. SPECIFICATION SECTIONS 05 12 00
2. FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH AISC 325 INCLUDING AISC 303, CODE
OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, AS MODIFIED BY CONTRACT
DOCUMENTS.
3. DESIGN AND PROVIDE TEMPORARY ERECTION BRACING AS REQUIRED, AND DO NOT REMOVE IT UNTIL
ALL PERMANENT LATERAL-LOAD-RESISTING ELEMENTS AND CONNECTIONS ARE COMPLETELY
INSTALLED.
4. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.
5. OTHER SHAPES AND PLATES
A. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.
B. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".
6. THREADED RODS: ASTM A36 OR ASTM A307 TYPE B, UNLESS NOTED OTHERWISE.
7. HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE C, Fy = 50 KSI FOR SQUARE OR RECTANGULAR AND
Fy = 46 KSI FOR ROUND. PROVIDE 3/16" THICK CAP PLATE AT OPEN ENDS AND SEAL WELD ALL-AROUND, UNLESS NOTED OTHERWISE.
8. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.
9. BOLTS
A. 3/4" DIAMETER ASTM F3125 GRADE A325 WITH ASTM F959 DIRECT TENSION INDICATOR WASHERS
OR ASTM F3125 GRADE F1852 TENSION CONTROL BOLTS, UNLESS NOTED OTHERWISE.
B. FRAMING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARD HOLES, UNLESS NOTED
OTHERWISE.
C. BRACING CONNECTIONS: PRETENSIONED JOINTS WITH STANDARDHOLES, UNLESS NOTED
OTHERWISE.
D. FOR SLIP CRITICAL JOINTS, PROVIDE CLASS A FAYING SURFACES WITH SLIP CHECKED AT THE
FACTORED LOAD LEVEL.
E. ON ONE SIDE OF EACH DOUBLE ANGLE CONNECTION OF BEAMS TO COLUMN WEB OR GIRDER WEB
DIRECTLY OVER COLUMN, PROVIDE TEMPORARY SEAT ANGLE ATTACHED TO COLUMN OR GIRDER
WEB AND TO BOTTOM FLANGE OF BEAM, MINIMUM L4X3X3/8 LLH WITH TWO BOLTS EACH LEG.
SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITED WITHOUT EXPLICIT PRIOR
APPROVAL IN WRITING FROM STRUCTURAL ENGINEER OF RECORD.
10. WELDING: AWS D1.1 USING E70 ELECTRODE, WITH LOW HYDROGEN WHERE REQUIRED.
A. PERFORM ULTRASONIC TESTING ON 10% OF COMPLETE JOINT PENETRATION GROOVE WELDS FOR
MATERIALS GREATER THAN 5/16" THICK.
B. THE RATE OF ULTRASONIC TESTING MAY BE REDUCED TO 25% PROVIDED THE WELD REJECTION
RATE IS DEMONSTRATED TO BE 5% OR LESS WITH A SAMPLE OF AT LEAST 40 COMPLETED WELDS
FOR THE WELDER OR WELD OPERATOR.
C. INCREASE THE RATE OF ULTRASONIC TESTING TO 100% IF THE WELD REJECTION RATE EXCEEDS
5% WITH A SAMPLE OF AT LEAST 20 COMPLETED WELDS FOR THE WELDER OR WELD OPERATOR.
11. PROVIDE SPACER PLATES FOR DOUBLE ANGLE MEMBERS TO COMPLY WITH AISC 360 PARAGRAPH E6.2.
A. THICKNESS: MATCH END GUSSET PLATES.
B. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" X 1" LONG FILLET
WELDS
12. HEADED STUDS
A. ASTM A29 GRADES 1010 THROUGH 1020 AND AWS D1.1 TYPE B.
B. FIELD INSTALL ALL STUDS LOCATED SUCH THAT THEY WOULD OTHERWISE OBSTRUCT WALKING
SURFACES OF BEAMS OR JOISTS.
13. ANCHOR RODS
A. ASTM F1554 GRADE 55 (SUPPLEMENT S1-WELDABLE), UNLESS SPECIFICALLY NOTED AS GRADE 105.
B. LOCATE ANCHOR RODS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN POSITION
WHILE PLACING CONCRETE. PROTECT IN-PLACE ANCHOR RODS FROM CONSTRUCTION ACTIVITY.
C. THE FOLLOWING ARE PROHIBITED WITHOUT EXPLICIT PRIOR APPROVAL IN WRITING FROM
STRUCTURAL ENGINEER OF RECORD:
1. INSERTING ANCHOR RODS INTO FRESH OR PARTIALLY HARDENED CONCRETE.
2. SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR RODS ARE
INDICATED.
3. REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR RODS.
14. SEE OTHER DISCIPLINE DRAWINGS FOR MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL
DRAWINGS AND SUBMIT SEPARATE SHOP DRAWINGS FOR REVIEW AND APPROVAL
15. PROVIDE ADDITIONAL MISCELLANEOUS STEEL AS REQUIRED TO PROVIDE SUPPORT OR STABILIZATION
AROUND AND THROUGHOUT THE STRUCTURE. NOT EVERY DETAIL IS SHOWN.
1. SPECIFICATION SECTIONS 05 40 00
2. DESIGN, FABRICATE, AND ERECT COLD-FORMED METAL FRAMING IN ACCORDANCE WITH AISI
COLD-FORMED STEEL DESIGN MANUAL AND APPLICABLE SSMA PUBLICATIONS AS MODIFIED BY
CONTRACT DOCUMENTS.
3. SHAPE DESIGNATIONS FOR STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE, FLANGE WIDTH, AND MATERIAL THICKNESS.
4. FRAMING MEMBERS
A. ASTM A653 GRADE 33, Fy = 33 KSI, UNLESS NOTED OTHERWISE.
B. ASTM A653 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR GREATER AND
WHERE INDICATED AS "(50)".
5. FINISH: HOT-DIP GALVANIZE TO PROVIDE COATING CLASS G90.
6. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING
STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING AND MANUFACTURER'S
STANDARD HEADS ELSEWHERE.
7. BOLTS: ASTM F3125, GRADE A325.
8. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.
9. POWER-ACTUATED FASTENERS: TESTED AND ASSESSED IN ACCORDANCE WITH LATEST EDITION
OF ICC-ES AC70. SUBMIT CORRESPONDING ICC EVALUATION SERVICE REPORT.
1. SPECIFICATION SECTIONS 05 30 00
2. FABRICATE AND INSTALL STEEL DECK, ATTACHMENTS, AND ACCESSORIES IN ACCORDANCE
WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND APPLICABLE SDI MANUALS AS MODIFIED
BY CONTRACT DOCUMENTS.
3. ROOF DECK: 1 1/2", 18 GAGE, WIDE RIB WITH MINIMUM Fy = 50 KSI, GALVANIZED G60.
4. PROVIDE ROOF DECK AND ATTACHMENTS CAPABLE OF RESISTING THE FOLLOWING DIAPHRAGM
SHEAR FORCES.
A. EARTHQUAKE: 2000 PLF AT ULTIMATE LEVEL, 1.0E.
B. WIND: 2000 PLF AT ULTIMATE LEVEL, 1.0W, SIMULTANEOUS WITH UPLIFT LOADS INDICATED
ON CONTRACT DRAWINGS.
5. INSTALL DECK TO CROSS A MINIMUM OF THREE SPANS. PROVIDE 2" MINIMUM LENGTH OF END
LAPS FOR ROOF DECK AND BEARING AT ALL SUPPORTS.
6. SUPPORT DECK AT EDGES OF OPENINGS AND AROUND COLUMNS. PROVIDE ADDITIONAL
FRAMING AS REQUIRED, INCLUDING 3/8" WELDED CAP PLATES AT TOP OF COLUMNS WHERE NOT
OTHERWISE INDICATED. CUT MINOR OPENINGS AFTER DECK INSTALLATION AND NOT UNTIL
NEEDED BY OTHER TRADES.
7. PROVIDE MINIMUM DECK ATTACHMENT AS FOLLOWS.
A. ROOF DECK: DESIGN AND INSTALL SIDE SEAM ATTACHMENT, FASTENER ATTACHMENT
TYPE AND FASTENER ATTACHMENT PATTERN AT EACH END AND AT INTERMEDIATE
SUPPORTS TO MEET THE MINIMUM DIAPHRAGM SHEAR STRENGTH VALUES DEFINED IN
NOTE 4.A AND 4.B ABOVE.
B. MAKE CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB FRAMING
AT 12" ON CENTER MAXIMUM.
C. DO NOT SUBSTITUTE SCREWS OR POWER-ACTUATED FASTENERS WHERE WELDS ARE
SPECIFIED.
8. DO NOT SUSPEND ANYTHING DIRECTLY FROM ROOF DECK, FLOOR DECK, OR CONCRETE SLAB
ON FLOOR DECK. INSTEAD, PROVIDE ADDITIONAL FRAMING BETWEEN ROOF OR FLOOR
MEMBERS WHERE REQUIRED.
1. SPECIFICATION SECTIONS 05 50 13
2. FABRICATE AND INSTALL STEEL BAR GRATING IN ACCORDANCE WITH NAAMM MANUALS AS
MODIFIED BY CONTRACT DOCUMENTS.
3. MATERIAL: ASTM A1011, GALVANIZED
4. CONSTRUCTION: WELDED
5. MAIN BEARING BARS: 3/16" X 1" AT 1 3/16" CENTERS.
6. CROSS BARS: AT 4" CENTERS.
7. SURFACE: PLAIN
8. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FEET WIDE.
STRUCTURAL STEEL:
STEEL DECKS:
COLD-FORMED METAL FRAMING:
STEEL BAR GRATING:
METAL BUILDING SYSTEMS:
1. SPECIFICATIONS SECTION 04 20 00
2. GENERAL
A. CONSTRUCT REINFORCED MASONRY IN ACCORDANCE WITH TMS 602 AS MODIFIED BY
CONTRACT DOCUMENTS.
B. UNITS: ASTM C90, MEDIUM WEIGHT, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI.
1. OPEN END UNITS MAY BE USED TO FACILITATE WALL CONSTRUCTION.
2. DOUBLE OPEN END UNITS MAY BE USED WHEN WALL IS SOLID GROUTED.
3. USE U-SHAPED BOND BEAMS AT OPENING HEAD LOCATIONS AND KNOCK-OUT
BOND BEAMS ELSEWHERE.
4. DO NOT FIELD-MODIFY UNITS UNLESS INTENDED TO BE MODIFIED.
C. MORTAR: ASTM C270 TYPE S, PROPORTION METHOD.
D. ASSEMBLY: MINIMUM COMPRESSIVE STRENGTH f'm = 2,000 PSI.
3. REINFORCING STEEL
A. BARS: ASTM A615 GRADE 60 EXCEPT PROVIDE ASTM A706 GRADE 60 FOR WELDING.
B. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 3/4"
FOR GREATER THAN #5 BAR OR IF EXPOSED TO WEATHER, 1/2" OTHERWISE.
C. USE FULL CONTACT LAP SPLICES FOR REINFORCING STEEL IN WALLS WITH THE
FOLLOWING MINIMUM LAP LENGTHS:
1. CENTERED IN CELL: 13" FOR #4, 20" FOR #5, 38" FOR #6.
2. EACH FACE AND BOND BEAMS: 22" FOR #4, 35" FOR #5, 64" FOR #6.
D. USE VERTICALLY STAGGERED THREADED MECHANICAL COUPLERS IN LIEU OF FULL
CONTACT LAP SPLICES WHERE TWO OR MORE VERTICAL REINFORCING BARS ARE
REQUIRED IN ONE CMU CELL. STAGGER COUPLERS TO FIT IN CELLS.
4. GROUT
A. ASTM C476, MINIMUM COMPRESSIVE STRENGTH = 2,000 PSI.
B. FULLY GROUT ALL CELLS.
C. PROVIDE UNITS WITH MINIMUM SPACE IN CELLS TO RECEIVE GROUT OF 3"X3" AND ALIGN
TO PROVIDE UNOBSTRUCTED OPENINGS.
D. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TO
INITIAL SET. GROUT CONTINUOUSLY USING POUR HEIGHTS NOT EXCEEDING 12 FEET AND
LIFTS LOT EXCEEDING 5 FEET, WITH NO INTERRUPTIONS EXCEEDING 1 HOUR.
E. CONVENTIONAL: 8" TO 11" SLUMP: CONSOLIDATE GROUT IN ASSEMBLED WALLS BY
MECHANICAL VIBRATION AT TIME OF PLACEMENT. RECONSOLIDATE GROUT BY
MECHANICAL VIBRATION AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED.
F. SELF-CONSOLIDATING: 24" TO 30" SLUMP FLOW AND 1.0 MAXIMUM VISUAL STABILITY INDEX.
DO NOT MECHANICALLY CONSOLIDATE.
5. CONSTRUCTION
A. USE RUNNING BOND PATTERN, UNLESS INDICATED OTHERWISE.
B. EMPLOY FULL MORTAR BEDDING FOR PARTIALLY GROUTED WALLS.
C. ARCHITECTURAL COMPONENTS SUCH AS SEALANT, FLASHING, ETC, ARE NOT ILLUSTRATED
IN STRUCTURAL DETAILS. SEE ARCHITECTURAL DRAWINGS FOR THESE COMPONENTS.
D. COORDINATE MEP ROUTING TO AVOID PENETRATING REINFORCED MASONRY CELLS.
6. LOCATE EXISTING REBAR USING NON-DESTRUCTIVE MEANS PRIOR TO DRILLING OR CUTTING, DO
NOT DAMAGE EXISTING REBAR.
REINFORCED MASONRY:
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S-002
FUT
G E
N E
R A
L S
T R
U C
T U
R A
L N
O T
E S
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
A M
A R
S H
A L L
J B
A N
H
M B
E T
Z
K S
N E
L L
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
A
D M
E N
D
/1
/2
R
E
No. S5406
R
S
T
A
T
E
E G
I S
T
E
O
F
CA
L
I
F
N
I
O
R
R
A
N
G
I
N
E E
R
E
D
P
S
O
F
E S
I
O
N
A
L
K
I
R
K
J . S
N
E
L
L
S
T
R
U
CT
U
R
A
L
EXP. 9/30/2026
03/12/2025
W
2Q R
R
_B
_P la ns
-0
H
F
E
3 4 5 6 7 8 9 10
/MATCHLINE A1 S-113/MATCHLINE A1 S-112
VIF
22'-2 5/8"
VIF
22'-2 5/8"
VIF
22'-0"
VIF
24'-0"
VIF
22'-0"
VIF
22'-2 5/8"
VIF
22'-2 5/8"
V
IF
V
IF
V
IF
V
IF
9 TYP
15 TYP
TYP
HSS12X6X3/8
HSS12X6X3/8
HSS12X6X3/8
1000S162-68
S
-5
S
-5
800S162-54
H S
S X
X
/8
H S
S X
X
/8
600S162-54
600S162-54
600S162-54
600S162-54
600S162-54
TYP
4'-0"
T Y
P
A7
S-301
G
A1
S-301
H S
S X
X
/8
H S
S X
X
/8
S-515
A10
S-515
A10
OPH
S-515
E10
S-515
E10
OPH
S-515
K1
S-515
K10
S-515
K10
SIM
A10
S-302
TYP
L X
X
/4
L X
X
/4
L4X4X1/4
S-512
A1TYP
HSS12X6X1/4
TOS EL = 114' - 0"
HSS A
BOVE
HSS B
ELO
W
HSS12X6X1/4
HSS12X6X1/4
A13
S-518
H13
S-518
A1
S-512
J6
S-520
J
26 TYP
26 TYP
TYP10
TYP28
TYP 28
HI & LOW
HI & LOWHI &
L
OW
A7
S-518
S-515
D1
SIM
D
T Y
P
D
T Y
P
F14
S-552
F8
S-552
J14
S-552
TYP @
PILASTER
TYP @
ANGLE
F14
S-552
TYP
TYP
F14
S-552
TYP
F14
S-552
TYP
F8
S-552
TYP @
ANGLE
F15
S-302
TYP 1
F15
S-302TYP
1. SEE S-001 & S-002 FOR STRUCTURAL GENERAL NOTES.
2. SEE S-003 FOR STRUCTURAL LEGEND AND ABBREVIATIONS.
3. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
PLUMBING DRAWINGS FOR DEPRESSIONS, SLOPES, CURBS,
PADS, DECK EDGE, OVERALL WALL DIMENSIONS, LOCATIONS
OF WALL AND SLAB OPENINGS NOT INDICATED ON
STRUCTURAL DRAWINGS.
4. NO PENETRATION IN STRUCTURAL STEEL IS PERMITTED
UNLESS SPECIFICALLY SHOWN ON STRUCTURAL DRAWINGS.
KEY PLAN
PLAN NORTH
B C
D
A
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
US Army Corps of Engineers ®
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
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
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
S-111
FUT
L O
W R
O O
F F
R A
M
IN
G P
L A
N
A R
E A
A
M A
R C
H A
IR
R
E S
E R
V E
B A
S E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L
L O
U
IS
V
IL
L E
K
E N
T U
C K
Y
B U
R N
S A
N D
M c D
O N
N E
L L
W
A R
D P
A R
K W
A Y
K
A N
S A
S C
IT
Y
M
IS
S
O U
R I
A M
A R
S H
A L L
J B
A N
H
M B
E T
Z
K S
N E
L L
A P
R
IL
C E
R T
IF
IE
D F
IN
A
L D
E S
IG
N
S U
B M
IT
T
A L
A D
D
IT
IO
N
A
L T
E R
A T
IO
N
O F
B U
IL
D
IN
G
F
O R
F U
T -P
A L L E
T S
T O
R A
G E
P D
P G
SCALE: 1/8" = 1'-0"
A1
LOW ROOF FRAMING AND CEILING FRAMING PLAN - AREA A
0 4' 8' 16'
9. COLD-FORMED METAL STUD PARTITION WALL, SEE SHEETS
S-531 & S-532 AND ARCHITECTURAL DRAWINGS FOR
ADDITIONAL INFORMATION, TYPICAL.
10. EXISTING INSULATED METAL PANEL ASSEMBLY TO REMAIN.
15. EXISTING ROOF FRAMING TO REMAIN IN PLACE.
22. MECHANICAL DUCTS SUPPORTED BY STEEL FRAMED WALL
SUPPORTS PER DELEGATED DESIGN SUBMITTAL. SEE
MECHANICAL FOR SIZE AND LAYOUT OF DUCTS.
26. 1-1/2"X16 GA U-CHANNEL AND 1-1/2"X16 GA FLAT STRAP
LATERAL BRACING CONTINUOUS AT MAXIMUM 4'-0" ON
CENTER. SEE DETAIL F15/S-533 FOR ADDITIONAL
INFORMATION.
27. VERTICAL BRACING, SEE FRAME ELEVATIONS AND VERTICAL
BRACING CONNECTION DETAILS FOR ADDITIONAL
INFORMATION.
28. L4X4X1/4" SUBPURLIN AT MAX 6'-6" SPACING
INDICATES KEYNOTES. SEE 'SHEET KEYNOTES'
FO…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .