W912QR20B0020Plans-0002.pdf
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- Attached to
- Addition of Exterior Elevator at Lima, OH
- Solicitation number
- W912QR20B0020
About this file
This federal solicitation seeks proposals for an addition of an exterior elevator at a facility in Lima, Ohio. The project includes demolishing existing concrete pavement and relocating utilities, constructing a new 65-foot tall freight elevator with 5000 pound capacity and insulated metal wall panels, reinforced concrete and structural steel foundations, installing mechanical systems including a heat pump and electric heaters, electrical work including lighting and cabling, and connecting to existing power panels. Proposals are due by sealed bid and will be evaluated for lowest price. The work is valued between $1-5 million. Offerors must be registered in the Joint Certification Program and certified as US owned and employing US citizens to be eligible for award.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Opening Results.pdf | ||
| W912QR20B0020-0003.pdf | ||
| W912QR20B0020Specs-0002.pdf | ||
| US Certification Letter.docx | DOCX document | |
| W912QR20B0020-0001.pdf | ||
| Site Visit Roster Sheet.pdf | ||
| W912QR20B0020Plans-0000.pdf | ||
| US Certification Letter.docx | DOCX document | |
| W912QR20B0020Specs-0000.PDF |
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Text version
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TOP 860.04
8" SW INV 859.20
8" NE INV 859.20
EX SAN MH #5
TOP 862.58
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N 381745.68
E 1516364.21
N 381777.70
E 1516340.22
N 381807.68
E 1516380.23
N 381781.77
E 1516412.14
N 381761.30
E 1516349.40
N 381799.45
E 1516401.67
N 381763.67
E 1516338.23
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E 1516350.22
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E 1516414.13
N 381811.79
E 1516402.14
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US Army Corps of Engineers
SHEET KEYNOTES
1. EXISTING BUS SHELTER TO BE REMOVED.
2. EXISTING CONCRETE PAVEMENT TO BE REMOVED.
PAVEMENT TO BE REMOVED TO THE NEAREST JOINT.
3. EXISTING SANITARY SEWER TO BE REMOVED. REFER TO
CU110 FOR EXTENT OF REMOVAL.
A
PAVEMENT REMOVAL
PHOTOGRAPH ID AND DIRECTION. REFER TO
SHEETS CD701 FOR PHOTOGRAPHS.
LEGEND
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B
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
GENERAL SHEET NOTES
1. PAVEMENT REMOVAL COORDINATES ARE APPROXIMATE.
CONTRACTOR TO ADJUST LOCATION BASED UPON
NEAREST JOINT AND FINAL LOCATION OF ELEVATOR
BUILDING. REFER TO NOTE ON CS110 FOR ADDITIONAL
INFORMATION.
2. CONTRACTOR SHALL COORDINATE SANITARY SEWER
CONSTRUCTION WITH COR. CONTRACTOR SHALL MINIMIZE
SANITARY SEWER DISTURBANCE BY CONSTRUCTING NEW
FEATURES TO THE MAXIMUM EXTENT POSSIBLE PRIOR TO
DEMOLITION OF EXISTING FEATURES.
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INTERSECTIONS
COLUMNS A-1
INTERSECTIONS
COLUMNS A-2
N 381772.19
E 1516367.11
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SHEET KEYNOTES
1. PROVIDE NEW ELEVATOR BUILDING. REFER TO
ARCHITECTURAL.
2. PROVIDE BOLLARDS. REFER TO DETAIL 8, SHEET CS501.
REFER TO ARCHITECTURAL FOR LOCATIONS.
3. PROVIDE NEW CONCRETE PAVEMENT. REFER TO DETAIL
1, SHEET CS501.
4. PROVIDE SPLASH BLOCKS. REFER TO ARCHITECTURAL.
5. PROVIDE CONTRACTION JOINT. TYPICAL FOR ALL
INTERIOR JOINTS. PROVIDE EXPANSION JOINT AT ALL
STRUCTURES. REFER TO DETAILS CS501.
6. CONSTRUCTION JOINT. TYPICAL FOR ALL EXTERIOR
JOINTS. REFER TO DETAIL CS501.
TYP.
TYP.
TYP.
CONCRETE PAVEMENT.
LEGEND
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
GENERAL SHEET NOTES
1. COLUMN INTERSECTION COORDINATES ARE
APPROXIMATE. CONTRACTOR TO ADJUST LOCATION OF
ELEVATOR BUILDING AS NECESSARY TO ENSURE
ELEVATOR LANDING AT ROOF LEVEL INTERSECTS ROOF
AT HIGH RIDGE POINT OF EXISTING ROOF STRUCTURE.
CONTRACTOR TO CENTER ELEVATOR CAB ON BUILDING
COLUMN. REFER TO A-130 FOR SLOPE OF ROOF.
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TOP 860.04
8" SW INV 859.20
8" NE INV 859.20
EX SAN MH #5
TOP 862.58
8" NE INV 859.78
8" SW INV 859.78
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EX SAN MH #4
TOP 860.04
8" SW INV 859.20
8" NE INV 859.20
EX SAN MH #5
TOP 862.58
8" NE INV 859.78
8" SW INV 859.78
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CONNECTION
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US Army Corps of Engineers
GENERAL SHEET NOTES
1. CONTRACTOR TO VERIFY INVERT ELEVATION OF EXISTING
SANITARY SEWER LINE AT CONNECTION POINTS PRIOR
TO CONSTRUCTION. CONTRACTOR TO PROVIDE MINIMUM
0.25% SLOPE.
2. CONTRACTOR SHALL COORDINATE SANITARY SEWER
CONSTRUCTION WITH COR. CONTRACTOR SHALL MINIMIZE
SANITARY SEWER DISTURBANCE BY CONSTRUCTING NEW
FEATURES TO THE MAXIMUM EXTENT POSSIBLE PRIOR TO
DEMOLITION OF EXISTING FEATURES.
20' 10' 0 20' 40' 60'
GRAPHIC SCALE: 1" = 20'
N
SHEET KEYNOTES
1. PROVIDE SANITARY SEWER LINE. REFER TO DETAIL 2,
SHEET CU501.
2. PROVIDE SANITARY SEWER CLEAN OUT. REFER TO
DETAIL 3, SHEET CU501.
3. PROVIDE NEW SANITARY SEWER MANHOLE. REFER TO
DETAIL 1, SHEET CU501.
4. PROVIDE 4" WATER LINE. REFER TO DETAIL 2, SHEET
CU501.
5. PROVIDE GATE VALVE.
6. CONCRETE ENCASE WATER LINE FOR 10' ON EACH SIDE
OF SANITARY SEWER LINE.
7. HOT TAP EXISTING 12" WATER SERVICE LINE.
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S-212
S-212
S-211
A
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1 2
TOP OF STEEL ELEVATION IS 150'-0"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
10' - 6 1/2"
GIRTLINE, TYP.
W8X24
W8X24
W X
W X
A
S-351
A
S-351
S-211
S-212
S-212
S-211
A
B
1 2
TOP OF STEEL ELEVATION IS 160'-0"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
10' - 6 1/2"
GIRTLINE, TYP.
W8X24
W X
W X
W8X24
A
S-351
A
S-351
S-211
S-212
S-212
S-211
A
B
1 2
TOP OF STEEL ELEVATION IS 166'-0"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
10' - 6 1/2"
GIRTLINE, TYP.
A
S-361
EXTERIOR FACE
OF EXIST. WALL
10' - 0" 10' - 6"
20' - 0"
C6x8.2@18"
OC, TYP.
C12X30
SLOPED
C12X30
C6x8.2 JAMB
SUPPORT, TYP.
(2)L3x3x3/8, CONT.
C12X30
SLOPED
HEAVY DUTY STEEL CASTER
AND SUPPORT. REFER TO
B/S-361 FOR DETAIL.
SLOPE
C12X30
1/4" STEEL PL.
4' - 2"
W8X24 (-1 1/4")
5' - 9 5/16" 5' - 2 11/16" 9 1/4"
D
S-361
A
S-362
H S
S X
X
/8
S-362
(+6")
(+6")
S-211
S-212
S-212
S-211
A
B
1 2
4' - 9 1/2" 1' - 0" 10' - 6 1/2" 1' - 0"
TOP OF STEEL ELEVATION IS 185'-6"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
W X
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S L O
P E
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W8X24
GIRTLINE, TYP.
SLOPED
W8X24@4'-0"
(+ 2' - 4" )
(+ 2 1/2" )
A
S-371
B
S-371
S L O
P E
S-362
6" COLD-FORMED
STEEL FRAMING
INDICATES SPAN DIRECTION OF 1-1/2" METAL ROOF
DECK. REFER TO S-001 FOR ATTACHMENT
REQUIREMENTS.
INDICATES SPAN DIRECTION OF 1 1/4" GALV.
STEEL BAR GRATING. REFER TO SPECS.
INDICATES SPAN DIRECTION OF 1/8" DIAMOND
PLATE. REFER TO SPECS.
LEGEND
S-211
S-212
S-212
S-211
A
B
1 2
1' - 0" 10' - 6 1/2" 1' - 0"
TOP OF STEEL ELEVATION IS 182'-0"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
GIRTLINE, TYP.
W16X26
W X
W X
W16X26
A
S-351
A
S-351
S-211
S-212
S-212
S-211
A
B
1 2
1' - 0" 10' - 6 1/2" 1' - 0"
TOP OF STEEL ELEVATION IS 171'-0"
U.N.O. AND IS REFERENCED FROM TOP
OF FINISHED FLOOR ELEVATION 100'-0"
GIRTLINE, TYP.
W8X24
W X
W8X24
A
S-351
A
S-351
SHEET ID
1 2 6 7
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US Army Corps of Engineers ®
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CERTIFIED FINAL
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SCALE: 1/4" = 1'-0"
FRAMING PLAN - 150'-0"
SCALE: 1/4" = 1'-0"
FRAMING PLAN - 160'-0"
SCALE: 1/4" = 1'-0"
FRAMING PLAN - 166'-0"
SCALE: 1/4" = 1'-0"
FRAMING PLAN - 185'-6"
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
SCALE: 1/4" = 1'-0"
FRAMING PLAN - 182'-0"
SCALE: 1/4" = 1'-0"
FRAMING PLAN - 171'-0"
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LEVEL 1
100' - 0"
LEVEL 2
110' - 0"
LEVEL 3
120' - 0"
LEVEL 4
130' - 0"
LEVEL 5
140' - 0"
LEVEL 6
150' - 0"
LEVEL 7
160' - 0"
LEVEL 11
185' - 6"
LEVEL 8
166' - 0"
10' - 6 1/2"
S-350
S-350
S-350
COLUMN SPLICE
- CJP WELD
COLUMN SPLICE
- CJP WELD
TO FTG EL
94' - 6"
TOS = 187' - 10"TOS = 187' - 10"
H
SS8X
4X 3/
H
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4X 3/
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SS8X
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SS8X
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H
SS8X4X3/8
6" 14 GA
STEEL GIRTS
@ 3'-0" OC, TYP.
STEEL PLATFORM,
SEE PLAN
C6x8.2
COLUMNS
@ 4'-0" OC
LEVEL 10
182' - 0"
STEEL BEAM,
SEE PLAN
LEVEL 9
171' - 0"
H S S 8X
4X 3/
8 H S S 8X4X3/8
H S S 8X
4X 3/
8 H S S 8X4X3/8
LEVEL 1
100' - 0"
LEVEL 2
110' - 0"
A B
LEVEL 3
120' - 0"
LEVEL 4
130' - 0"
LEVEL 5
140' - 0"
LEVEL 6
150' - 0"
LEVEL 7
160' - 0"
LEVEL 11
185' - 6"
13' - 8"
COLUMN SPLICE
- CJP WELD
COLUMN SPLICE
- CJP WELD
TO FTG EL
94' - 6"
TOS = 187' - 10"
TOS = 185' - 8 1/2"
6" 14 GA
STEEL GIRTS
@ 3'-0" OC, TYP.
HSS8X4X3/8 HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8 HSS8X4X3/8
HSS8X4X3/8 HSS8X4X3/8
HSS8X4X3/8 HSS8X4X3/8
C6X8.2
(SLOPED), TYP.
C6x8.2 JAMB
SUPPORT, TYP.
S-350
S-350
3 OPP.
C6x8.2
COLUMNS
@ 4'-0" OC
S-350
LEVEL 10
182' - 0"
STEEL BEAM,
SEE PLAN
LEVEL 9
171' - 0"
HSS8X4X3/8 HSS8X4X3/8
HSS8X4X3/8 HSS8X4X3/8
STEEL BEAM,
SEE PLAN
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
/2
/2
W
Q
R
B
M T
H O
M P
S O
N
T H
O U
C K
W F
O Y
S-211
D D
IC
K
E Y
F R
A M
IN
G
E L E
V A
T
IO
N S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
S -2
CERTIFIED FINAL
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 3/16" = 1'-0"S-110
FRAMING ELEVATION1
GRAPHIC SCALE: = 1'-0"
4' 0 8' 12'4' 16'2'
SCALE: 3/16" = 1'-0"S-110
FRAMING ELEVATION2
S-120 S-120
W
2Q R
B0
0P la ns
-0
LEVEL 1
LEVEL 2
110' - 0"
1 2
LEVEL 3
120' - 0"
LEVEL 4
130' - 0"
LEVEL 5
140' - 0"
LEVEL 6
150' - 0"
LEVEL 7
160' - 0"
LEVEL 11
185' - 6"
LEVEL 8
166' - 0"
10' - 6 1/2"
COLUMN SPLICE
- CJP WELD
COLUMN SPLICE
- CJP WELD
TO FTG EL
94' - 6"
TOS = 185' - 8 1/2"TOS = 185' - 8 1/2"
6" 14 GA
STEEL GIRTS
@ 3'-0" OC, TYP.
STEEL PLATFORM,
SEE PLAN
H
SS8X
4X 3/
H
SS8X4X3/8
H
SS8X
4X 3/
H
SS8X4X3/8
H
SS8X
4X 3/
H
SS8X4X3/8
H
SS8X
4X 3/
8 H
SS8X4X3/8
H
SS8X
4X 3/
8 H
SS8X4X3/8
H
SS8X
4X 3/
H
SS8X4X3/8
S-350
S-350
S-350
3 OPP.
C6x8.2
COLUMNS
@ 4'-0" OC
LEVEL 10
182' - 0"
STEEL BEAM,
SEE PLAN
LEVEL 9
171' - 0"
H S S 8X
4X 3/
8 H S S 8X4X3/8
H S S 8X
4X 3/
H S S 8X4X3/8
LEVEL 1
100' - 0"
LEVEL 2
110' - 0"
AB
LEVEL 3
120' - 0"
LEVEL 4
130' - 0"
LEVEL 5
140' - 0"
LEVEL 6
150' - 0"
LEVEL 7
160' - 0"
LEVEL 11
185' - 6"
LEVEL 8
166' - 0"
13' - 8"
COLUMN SPLICE
- CJP WELD
COLUMN SPLICE
- CJP WELD
TO FTG EL
94' - 6"
TOS = 187' - 10"
TOS = 185' - 8 1/2"
6" 14 GA
STEEL GIRTS
@ 3'-0" OC, TYP.
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
HSS8X4X3/8
C6X8.2 JAMB
SUPPORT, TYP.
S-350
S-350
S-350
3 OPP.
STEEL CHANNEL AND GRATING,
REFER TO DETAILS ON S-361
C6X8.2 HEADER
AT DOOR OPENING
C6x8.2
COLUMNS
@ 4'-0" OC
LEVEL 10
182' - 0"
STEEL BEAM,
SEE PLAN
STEEL BEAM,
SEE PLAN
HSS8X4X3/8 HSS8X4X3/8
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
/2
/2
W
Q
R
B
M T
H O
M P
S O
N
T H
O U
C K
W F
O Y
S-212
D D
IC
K
E Y
F R
A M
IN
G
E L E
V A
T
IO
N S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
S -2
CERTIFIED FINAL
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
GRAPHIC SCALE: = 1'-0"
4' 0 8' 12'4' 16'2'
SCALE: 3/16" = 1'-0"S-110
FRAMING ELEVATION1
SCALE: 3/16" = 1'-0"S-110
FRAMING ELEVATION2
S-120S-120
W
2Q R
B0
0P la ns
-0
LEVEL 8
166' - 0"
11' - 0"11' - 6"
/4
METAL PANEL,
REFER TO ARCH.
STEEL GIRT,
SEE ELEVATIONS
1 1/4" GALV.
STEEL BAR
GRATING
STEEL CHANNEL,
SEE PLAN
STEEL BEAM,
SEE PLAN
STEEL COLUMN,
SEE PLAN
1 1/4" GALV.
STEEL BAR
GRATING
STEEL CHANNEL,
SEE PLAN
1/4" STEEL PL
EXIST. ROOF
STEEL ANGLES,
SEE PLAN
L6x6x3/8 w/ 3/8"
STIFFENER PL.,
TYP. @ EA. COLUMN
B
S-361
REFER TO ARCH.
FOR HANDRAIL INFO
3 SIDES
C
S-361
1/8" DIAMOND PL
TACK WELD TO 1 1/4"
STEEL BAR GRATING
C4x4.5
1/4"x6" CONT.
PL FOR ROOF
MEMBRANE
PROTECTION
1/4"
TYP.
ALL STEEL EXPOSED TO
EXTERIOR ELEMENTS
SHALL BE GALVANIZED
165' - 7" 166' - 0"
164' - 9 1/2"
10' - 0"
L HEAVY DUTY
STEEL CASTER
SUPPORT
C L HEAVY DUTY
STEEL CASTER
SUPPORT
C
8' - 5" FIELD VERIFY 6"
9 1/4"
1/4" PL.
HSS3X0.25
1/4" CAP
PL., TYP.
STEEL CHANNEL,
SEE PLAN
1 1/4" GALV.
STEEL BAR
GRATING
STEEL CHANNEL,
SEE PLAN
EXIST. ROOF
4,000 lb. HEAVY-DUTY
STEEL SWIVEL CASTER
12"x12"x3/8" GALV.
STEEL PL.
1/8"
5/16"
1/8"
CASTER PL.
TO CAP PL.
FIELD LOCATE STEEL
SWIVEL CASTER AND
CONNECTIONS TO
STEEL CHANNEL IN 2
LOCATIONS ON EACH
SIDE OF STEEL CHANNEL
/2
" STEEL CHANNEL,
SEE PLAN
1/4"
1 1/2" DIA GUARDRAIL,
REFER TO ARCH.
LEVEL 8
166' - 0"
9 1/4"
1 1/4" GALV.
STEEL BAR
GRATING
STEEL CHANNEL,
SEE PLAN, TYP.STEEL BEAM,
SEE PLAN
1/8" DIAMOND PL
TACK WELD TO 1 1/4"
STEEL BAR GRATING
L2X2X1/4" CONT., TYP.
STEEL TUBE,
SEE PLAN
1/4"
TYP.
C4x4.5
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
/2
/2
W
Q
R
B
M T
H O
M P
S O
N
T H
O U
C K
W F
O Y
S-361
D D
IC
K
E Y
F R
A M
IN
G
S E
C T
IO
N
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
S -3
CERTIFIED FINAL
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1 1/2" = 1'-0"S-120
SECTIONA
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"SCALE: 3" = 1'-0"S-361
SECTIONB
SCALE: 3" = 1'-0"S-361
SECTIONC
SCALE: 1 1/2" = 1'-0"S-120
SECTIOND
W
2Q R
B0
0P la ns
-0
LEVEL 8
166' - 0"
METAL PANEL,
REFER TO ARCH.
STEEL BEAM,
SEE PLAN
STEEL COLUMN,
SEE PLAN
1 1/4" GALV.
STEEL BAR
GRATING
STEEL CHANNEL,
SEE PLAN, TYP.
1/8" DIAMOND PL
TACK WELD TO 1 1/4"
STEEL BAR GRATING
L2X2X1/4" CONT., TYP.
STEEL TUBE,
SEE PLAN1/4"
TYP.
METAL PANEL,
REFER TO ARCH.
3 5/8" STUD
TRACK
3 5/8" STUDS
@ 16" OC
L6x6x3/8 w/ 3/8"
STIFFENER PL.,
TYP. @ EA. COLUMN
9 1/4"
CONNECT STEEL GIRTS
TO METAL STUDS w/
(3) #10 SCREWS, TYP.
AB
LEVEL 11
185' - 6"
LEVEL 8
166' - 0"
13' - 8"
6" DOUBLE
HEADER
STUDS
3 5/8" STUD
TRACK
3 5/8" STUDS
@ 16" OC
6" STUD METAL DECK,
SEE PLAN
S-362
1 1/2"x18 GA.
STRAPS, TYP.
STEEL GIRTS,
SEE ELEVATIONS
3 5/8" JAMB
STUD
STEEL GIRTS,
SEE ELEVATIONS
LEVEL 8
166' - 0"
1/4"
TYP.
L2X2X1/4" CONT., TYP.
EA. SIDE OF HSS
STEEL TUBE,
SEE PLAN
STEEL CHANNEL,
SEE PLAN
3 5/8" STUD w/
WEB TOWARDS
THE EXTERIOR
3"
1/4"
TYP.
METAL PANEL,
REFER TO ARCH.
STEEL GIRTS,
SEE ELEVATIONS
8x4x1/4"x3" LONG BENT PL. w/ (2)
A325 BOLTS
TYP.
1 1/2"x18 GA.
STRAPS, TYP.
CONNECT STEEL GIRTS
TO METAL STUDS w/
(3) #10 SCREWS, TYP.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
/2
/2
W
Q
R
B
M T
H O
M P
S O
N
T H
O U
C K
W F
O Y
S-362
D D
IC
K
E Y
F R
A M
IN
G
S E
C T
IO
N
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
S -3
CERTIFIED FINAL
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
L O
U
IS
V
IL
L E
K
Y
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
SCALE: 1 1/2" = 1'-0"S-120
SECTIONA
SCALE: 1/2" = 1'-0"S-120
FRAMING ELEVATION1
GRAPHIC SCALE: = 1'-0"
2' 01' 4' 6'2'
½"
SCALE: 1 1/2" = 1'-0"S-362
DETAIL2
W
2Q R
B0
0P la ns
-0
A-201
A-200
A-200
A-201
A-111
/4
A-300
A-300
A-300
A-300
EXISTING BUILDING
INTERIOR EXTERIOR
A
B
VESTIBULE
MACHINE ROOM
ELEVATOR
SHAFT
A-111
E01
INDICATES NEW WORK
INDICATES EXISTING WORK
EXTERIOR SIGNAGE100
HELVETICA MEDIUM
NUMBERS AND LETTERS
1/8" RULE WHITE TAPE
CAP
1' - 6"
/2
/2
/2
/2
CAP
CAP
Electrical Room
1" 1' - 5"
NOTE: COORDINATE WITH CONTRACTING OFFICE AND DPW
TO MATCH BASE STANDARDS.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
A D
D E
X T
E R
IO
R
E L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-110
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
L E
V E
O
O R
P L A
N
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -1
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1/8" = 1'-0"
LEVEL 1 FLOOR PLAN
SHEET KEYNOTES
1 EXISTING OVERHEAD DOOR.
2 EXISTING PERSONNEL DOOR.
GENERAL SHEET NOTES
1 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR
ELEVATIONS.
3 REFER TO SHEET A-111 FOR ENLARGED PARTIAL FLOOR
PLAN.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
LEGEND
SCALE: 3" = 1'-0"
SIGN TYPE "B4" (EXTERIOR TYPE)1
EXTERIOR SIGNAGE
SIGN TAG SIGNAGE ROOM NO. SIGNAGE NAME SIGN TYPE
ELEVATOR- - - 1/A-110E01
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
A-110
W
2Q R
B0
0P la ns
-0
A-200
A-201
A-300
A-300
A-300
A-300
A
B
A-121
EXISTING BUILDING
VESTIBULE
ROOF OF EXISTING
BUILDING
A-200
ROOF RIDGE
ROOF RIDGE
ROOF OF EXISTING
BUILDING
/2
/2
/2
A-122
INDICATES NEW WORK
INDICATES EXISTING WORK
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
A D
D E
X T
E R
IO
R
E L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-120
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
L E
V E
L
F L O
O R
P L A
N
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -1
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1/8" = 1'-0"
LEVEL 2 FLOOR PLAN1
GENERAL SHEET NOTES
1 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR
ELEVATIONS.
3 REFER TO SHEET A-121 FOR ENLARGED PARTIAL FLOOR
PLAN.
LEGEND
SHEET KEYNOTES
1 ROOF WALKWAY PROTECTION PADS PROVIDED TO
CREATE A PATH TP THE EXISTING WALKWAY SYSTEM.
MINIMUM 36" WIDE X 48" LONG.
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
A-120
W
2Q R
B0
0P la ns
-0
A-201
A-300
A-300
A-300
A-300
A-310
A
B
A-200
ROOF OF EXISTING
BUILDING
ROOF OF EXISTING
BUILDING
" 2
/2
18' - 8"
9' - 0"
1' - 9 1/4"
1' - 9 1/4"
4' - 6"
VESTIBULE
4' - 0 1/2"
/2
/2
8' - 9 1/4"
A-200
16' - 6 3/4"
INDICATES NEW WORK
INDICATES EXISTING WORK
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
A D
D E
X T
E R
IO
R
E L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-121
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
E N
L A
R G
E D
L E
V E
L
D
IM
E N
S
IO
N F
L O
O R
P L A
N
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -1
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1/4" = 1'-0"A-120
ENLARGED LEVEL 2 DIMENSION FLOOR PLAN1
GENERAL SHEET NOTES
1 CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS.
2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR
ELEVATIONS.
3 PROVIDE OPENING IN WALL TO ACCOMIDATE TRACTION
PULLEY'S. SIZE AND LOCATION OF OPENING SHALL BE
COORDINATED WITH ELEVATOR MANUFACTURER.
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
LEGEND
W
2Q R
B0
0P la ns
-0
A-201
A-300
A-300
A-300
A-300
A-310
A
B
A-200
ROOF OF EXISTING
BUILDING
ROOF OF EXISTING
BUILDING
VESTIBULE
/2
/2
A
TYP
LV-2
INDICATES NEW WORK
INDICATES EXISTING WORK
INDICATES DOOR NUMBER. REFER TO DOOR SCHEDULE
ON A-500.
INDICATES WALL TYPE CONSTRUCTION REFER TO A-540
FOR WALL TYPES.
INDICATES LOUVER TYPE. REFER TO SHEET A-530.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
A D
D E
X T
E R
IO
R
E L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-122
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
E N
L A
R G
E D
L E
V E
L
N O
T E
D F
L O
O R
P L A
N
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -1
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1/4" = 1'-0"A-120
ENLARGED LEVEL 2 NOTED FLOOR PLAN1
SHEET KEYNOTES
1 6" METAL Z-GIRT. REFER TO STRUCTURAL.
2 COLUMN. REFER TO STRUCTURAL.
3 EXISTING BUILDING.
4 PRE-FINISHED 5"W X 3"D DOWNSPOUT. REFER TO
ELEVATIONS.
5 PRE-FINISHED 4"W X 6"D GUTTERS.
6 FREIGHT ELEVATOR CAB.
7 EXISTING MEMBRANE ROOF ON EXISTING BUILDING.
8 ROOF WALKWAY PROTECTION PADS PROVIDED TO
CREATE A PATH TO THE EXISTING WALKWAY SYSTEM.
MINIMUM 36" WIDE X 48" LONG. ESTIMATE PROVIDING 30
WALK PADS. MATERIAL SHALL BE COMPATIBLE WITH
EXISTING ROOF COVERING.
9 INSULATED METAL PANEL ROOF OVER LEVEL 1 MACHINE
ROOM AND VESTIBULE. MINUMUM R-VALUE OF R-30.
10 RAMP WALKWAY FROM ELEVATOR TO EXISTING BUILDING
ROOF.
11 PRE-FINISHED FRABRICATED INSULATED METAL WALL
PANEL WITH A MINIMUM R-VALUE OF R-19.
GENERAL SHEET NOTES
1 REFER TO STRUCTURAL DRAWINGS FOR ROOF FRAMING.
2 REFER TO STRUCTURAL DRAWINGS FOR FINISH FLOOR
ELEVATIONS.
LEGEND
4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"¼"
W
2Q R
B0
0P la ns
-0
FINISH FLOOR
TOP OF MACHINE ROOM
110' - 0"
TOP OF ELEVATOR SHAFT
185' - 6"
TOP OF EXISTING BUILDING
165' - 0"
EXISTING BUILDING
FINISH FLOOR
100' - 0"
TOP OF MACHINE ROOM
110' - 0"
TOP OF ELEVATOR SHAFT
185' - 6"
TOP OF EXISTING BUILDING
165' - 0"
EXISTING BUILDING
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S
A D
D E
X T
E R
IO
R
E L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-300
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
S E
C T
IO
N
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -3
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1/8" = 1'-0"A-110
FREIGHT ELEVATOR SECTION1
SCALE: 1/8" = 1'-0"A-110
FREIGHT ELEVATOR SECTION 22
04'8' 16' 24'8'
GRAPHIC SCALE: ⅛" = 1'-0"
GENERAL SHEET NOTES
1 REFER TO STRUCTURAL DRAWINGS FOR CONCRETE
SLAB, ELEVATIONS, FOUNDATIONS, AND TOPS OF
CONCRETE AND MASONRY.
2 REFER TO MECHANICAL AND ELECTRICAL DRAWING.
3 PROVIDE EXPANSION JOINTS AT ALL DISSIMILAR
CONSTRUCTION AND CHANGES IN ROOF ELEVATION.
4 PROVIDE BACKER RODS AND SEALANT AT JOINTS
BETWEEN DISSIMALER MATERIALS. MINIMUM 3/4".
5 FLASHING SHALL EXTEND MINIMUM 8" VERTICALLY INSIDE
THE WALL.
W
2Q R
B0
0P la ns
-0
6" "Z" GIRT. REFER TO STRUCTURAL
DRAWINGS.
HOLLOW METAL
FRAME
2 3/4" INSULATED
METAL WALL PANEL
5 7/8"
2 3/4" 6"
STRUCTURAL STEEL. REFER TO STRUCTURAL
DRAWINGS.
6" "Z" GIRT. REFER TO STRUCTURAL
DRAWINGS.
HOLLOW METAL
FRAME
2 3/4" INSULATED
METAL PANEL.
STRUCTURAL STEEL. REFER TO STRUCTURAL
DRAWINGS.
5 3/4" HOLLOW METAL
FRAME GROUT SOLID
WITH MORTAR
INSULATED HOLLOW
METAL DOOR
THRESHOLD
CONCRETE FLOOR SLAB
5 3/4" HOLLOW METAL
FRAME GROUT SOLID
WITH MORTAR
INSULATED HOLLOW
METAL DOOR
THRESHOLD
1/8" DIAMOND PL
TACK WELD TO STEEL BAR GRATING
(REFER TO STRUCTURAL DRAWINGS)
TO 1 1/4" STEEL BAR GRATING
(REFER TO STRUCTURAL DRAWINGS)
STEEL CHANNEL
(REFER TO STRUCTURAL DRAWINGS)
2' - 0"
/4
ACCESS PANEL
ANCHORS (TYP.)
ANCHOR (TYP.)
ACCESS PANEL
6" 'Z' GIRT
COLUMN (BEYOND).
REFER TO STRUCTURAL.
WOOD BLOCKING
(BEYOND)
2"x4" POST-KILN
DRIED TREATED
WOOD BLOCKING
INSULATED METAL PANEL
WITH A MINIMUM R-VALUE OF
R-19.
6" "Z" GIRT. REFER TO STRUCTURAL
DRAWINGS.
CAULK
2 3/4" INSULATED
METAL WALL PANEL
2 3/4" 6"
STRUCTURAL STEEL. REFER TO STRUCTURAL
DRAWINGS.
1/2"
9 3/4"
6" "Z" GIRT. REFER TO STRUCTURAL
DRAWINGS.
2 3/4" INSULATED
METAL PANEL.
STRUCTURAL STEEL. REFER TO STRUCTURAL
DRAWINGS.
CAULK
/2
4"
/4
ELEVATOR DOORS
SILL TRACK
SILL SUPPORT ANGLE
PER MANUFACTURER'S
REQUIREMENTS
PIT WALL
L-1/4" X 4" X 4" WITH
1/2" DIA. H.S. EMBEDS
AT 12" O.C.
ELEVATOR DOORS
SILL TRACK
SILL SUPPORT ANGLE
PER MANUFACTURER'S
REQUIREMENTS
A325 BOLT AT 12" O.C.
1/8" DIAMOND PL
TACK WELD TO STEEL BAR GRATING
(REFER TO STRUCTURAL DRAWINGS)
TO 1 1/4" STEEL BAR GRATING
(REFER TO STRUCTURAL DRAWINGS)
STEEL CHANNEL
(REFER TO STRUCTURAL DRAWINGS)
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-501
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
D O
O R
D E
T A
IL
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -5
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: NTSA-501
HEAD DETAIL1
SCALE: NTSA-501
JAMB DETAIL2
SCALE: NTSA-501
THRESHOLD DETAIL3
SCALE: NTSA-501
THRESHOLD DETAIL4
SCALE: 1" = 1'-0"
ACCESS PANEL DETAIL5
SCALE: 3" = 1'-0"
ACCESS PANEL SECTION6
GRAPHIC SCALE: = 1'-0"
4" 2" 0 4" 8" 1'
3"
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
A-501
A-501
SCALE: 1 1/2" = 1'-0"
ELEVATOR HEAD DETAIL7
SCALE: 1 1/2" = 1'-0"
ELEVATOR JAMB DETAIL8
SCALE: 3" = 1'-0"
ELEVATOR SILL DETAIL (GROUND)9
SCALE: 3" = 1'-0"
ELEVATOR SILL DETAIL (LEVEL 2)10
A-501 A-501A-501
A-501
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
W
2Q R
B0
0P la ns
-0
2-3/4" INSULATED METAL WALL
PANEL WITH A MINIMUM R-VALUE
OF R-19.
6" 'Z' GIRT
2 3/4" 6"
2-3/4" INSULATED METAL WALL
PANEL WITH A MINIMUM R-VALUE
OF R-19.
6" 'Z' GIRT
2 3/4" 6"
VERTICAL C CHANNEL. (BEYOND).
REFER TO STRUCTURAL.
COLUMN (BEYOND). REFER
TO STRUCTURAL.
2-3/4" INSULATED METAL WALL
PANEL WITH A MINIMUM R-VALUE
OF R-19.
SINGLE SKIN METAL LINER
2 3/4"
6" 3/8"
3 5/8" METAL STUD. (BEYOND).
6" 'Z' GIRT
2-3/4" INSULATED METAL WALL
PANEL WITH A MINIMUM R-VALUE
OF R-19.
SINGLE SKIN METAL LINER
2 3/4"
6" 5 1/4"
3 5/8" METAL STUD.
6" 'Z' GIRT
1 5/8" HAT CHANNEL AT 24" O.C.
2 3/4" 6"
PRE-FINISHED FABRICATED INSULATED METAL
WALL PANEL WITH A MINIMUM R-VALUE OF R-19.
6" METAL Z-GIRT. REFER TO STRUCTURAL.
COLUMN. REFER TO STRUCTURAL.
VERTICAL C-CHANNEL. REFER TO STRUCTURAL DRAWINGS.
2 3/4"6"
PRE-FINISHED FABRICATED INSULATED METAL
WALL PANEL WITH A MINIMUM R-VALUE OF R-19.
6" METAL Z-GIRT. REFER TO
STRUCTURAL.
VERTICAL C-CHANNEL. REFER TO STRUCTURAL DRAWINGS.
6" 2 3/4"
PRE-FINISHED FABRICATED INSULATED METAL
WALL PANEL WITH A MINIMUM R-VALUE OF R-19.
6" METAL Z-GIRT. REFER TO
STRUCTURAL.
VERTICAL C-CHANNEL. REFER TO STRUCTURAL DRAWINGS.
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
C H
E C
K E
D B
Y
US Army Corps of Engineers ®
A N
S I D
F
A
C A
T E
G O
R Y
C O
D E
3 4 5 8 9 10
G
E
D
C
B
L
IM
A O
H
IO
L
IM
A S
R M
P R
O J E
C T
S A
D D
E X
T E
R
IO
R E
L E
V A
T O
R
P
J U
N E
W
Q
R
B
K B
L A
N F
O R
D
J C
O R
N E
L
IU
S
W F
O Y
A-540
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
M
A R
T
IN
L U
T H
E R
K
IN
G J
R P
L A
C E
L O
U
IS
V
IL
L E
K
Y
A M
C C
O Y
W A
L L T
Y P
E S
A N
D D
E T
A
IL
S
J O
IN
T
S Y
S T
E M
S M
A N
U F
A C
T U
R
IN
G C
E N
T E
R
A -5
CERTIFIED FINAL
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
A
M E
N D
M E
N T
/2
/2
SCALE: 1" = 1'-0"
WALL TYPES1
GENERAL SHEET NOTES
1 REFER TO FINISH SCHEDULE FOR WALL FINISHES.
2 PROVIDE STRAP BRACING IN WALLS AS NEEDED FOR
LATERAL BRACING OF WALLS.
3 ALL PENETRATIONS IN WALL SHALL BE SEALED.
GRAPHIC SCALE: = 1'-0"
1' 06" 2' 3'1'
1"
SCALE: 1 1/2" = 1'-0"
INTERSECTION DETAIL2
SCALE: 1 1/2" = 1'-0"
INTERSECTION DETAIL3
SCALE: 1 1/2" = 1'-0"
CORNER DETAIL4
GRAPHIC SCALE: = 1'-0"
1' 0 1' 2'
6"
A-540
A-540 A-540 A-540
W
2Q R
B0
0P la ns
-0
SHEET ID
1 2 6 7
D R
A W
N B
Y
D E
S
IG
N B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
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
U S
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6. PROVIDE WITH RECESSED WALL MOUNTING FRAME
5. PROVIDE WITH WALL MOUNTING BRACKETS
4. UNIT MOUNTED THERMOSTAT
DISCONNECTING MEANS, STARTER ETC.)
3. SINGLE POINT POWER CONNECTION (INCLUDES MOTOR CONTROLS,
2. RECESSED IN WALL, ELECTRIC 2. THERMAL OVERLOAD PROTECTION
1. SURFACE MOUNTED ARCHITECTURAL WALL HEATER 1. TOTALLY ENCLOSED
TYPE: REMARKS:
UH-3 THRU 7 1 ELEVATOR SHAFT 11,200 400 26.0 3.3 208 1 1-5
UH-1&2 2 VESTIBULES 10,240 230 16.5 3.0 208 1 1-4,6
BTUH CFM RISE DEG F NOM. KW VOLTS PHASE
MARK TYPE LOCATION CAPACITY AIR VOLUME AIR TEMP ELECTRICAL REMARKS
ELECTRIC UNIT HEATER SCHEDULE
3. PROVIDE STARTER AND DISCONNECT
2. PROVIDE HIGH EFF MOTOR
1. ROOF MOUNTED CENTRIFUGAL EXHAUST 1. ROOF CURB
FAN TYPE: FAN ACCESSORIES:
EF-1 ELEVATOR SHAFT 1 340 0.15 1725 DIRECT 1/10 208/1/60 1-3
IN. W.G. RPM HP VOLTS/PH/HZ
MARK SERVICE TYPE CFM S.P. FAN DRIVE MOTOR ACCESSORIES
FAN SCHEDULE
3. MOTORIZED DAMPERS.
2. BIRD SCREEN.
SELECT FROM MFG'S COLORS.
1. KYNAR COATING, ARCHITECT TO
ACCESSORIES: EFFECTIVE 29 MPH (46.4 KPH).
2. AMCA CERTIFIED 500L, AND AMCA 511 - 99.3%
WITH STATIONARY BLADES. BLDG AESTHETICS. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING SIZE.
1. WIND-DRIVEN-RAIN RESIST. DBL-DRNBLE 1. LOUVER SIZES MAY BE OVERSIZED TO FIT IN BRICK COURSING, OR FOR
TYPE: NOTES:
LV-3 INTAKE SHAFT 1 340 0.08 24 12 6 2.0 0.6 ALUMINUM 1-3 1-2
LV-1&2 VENTILATION VESTIBULES 1 100 0.08 12 10 6 0.8 0.2 ALUMINUM 1-3 1-2
IN. W.G. WIDTH HEIGHT DEPTH SF AREA SF
MARK DESCRIPTION LOCATION TYPE CFM PD NOMINAL SIZE (IN) GROSS AREA MIN FREE MATERIAL ACCESS. NOTES
LOUVER SCHEDULE
9. MUST MEET BUY AMERICAN ACT
8. COORDINATE REFRIGERANT CHARGES WITH LINE LENGTH.
7. PROVIDE WITH UNIT MOUNTED DISCONNECT SWITCH ON OUTDOOR UNIT
BASIS OF DESIGN: MITSUBISHI MSY/MUY 6. MOUNT ON CONC. PAD WITH MIN 3" UNIT ELEVATING EXTENSION PADS
5. BUILT IN CONDENSATE PUMP
2. SIDEWALL MOUNT , HEAT PUMP 4. MULTI-SPEED FAN MOTOR WITH HARD-WIRED WALL MNT CONTROLLER
1. SIDEWALL MOUNT , COOLING ONLY 3. INSTALL IN FULL ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
UTILIZING REFRIGERANT R-410A 2. INDOOR UNIT POWERED FROM OUTDOOR UNIT
ALL ARE COMPACT MINI AIR HANDLERS WITH REMOTE COND. UNIT 1. CONFIRM REFRIGERANT LINE LENGTH ON ALL UNITS PRIOR TO SELECTION
TYPE: REMARKS/ACCESSORIES:
AC-1 CU-1 2 MACHINE ROOM 100 50 320-600 8-18 14.9 19.2 1.9 208/1/60 15 1-9
UNIT UNIT (CFM) MIN_MAX @ 5 DEG F KW
INDOOR OUTDOOR LENGTH HEIGHT RANGE CAP (MBH) CAP (MBH) ELEC HTG VOLT/PH/HZ MCA ACCESSORIES
MARK TYPE SERVICE MAX REF LINE, FEET AIR NOM COOLING HEATING SEER ELECTRICAL DATA REMARKS
DUCTLESS SPLIT AIR CONDITIONING UNIT SCHEDULE
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22,24
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4' 02' 8' 12'4'
GRAPHIC SCALE: = 1'-0"1/4"
SCALE: 1/4" = 1'-0"
ENLARGED SECOND FLOOR PLAN - ELECTRICAL
SCALE: 1/8" = 1'-0"E-120
SECTION VIEW2
04'8' 16' 24'8'
GRAPHIC SCALE: 1/8" = 1'-0"
GENERAL SHEET NOTES
1. ALL LIGHTING FIXTURES, ELECTRICAL DEVICES,
AND MECHANICAL EQUIPMENT ARE TO BE FED
FROM PANEL 'PPE' LOCATED IN THE ELEVATOR
MACHINE ROOM, U.N.O.
SCALE: 1/8" = 1'-0"E-120
SECTION VIEW3
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| CD110 |
| CS110 |
| CU110 |
| S-120 |
| S-211 |
| S-212 |
| S-361 |
| S-362 |
| A-110 |
| A-120 |
| A-121 |
| A-122 |
| A-300 |
| A-501 |
| A-540 |
| M-601 |
| E-120 |
File details come from the government source that posted it. Updated .