W912QR20R0027_Plans-0003.pdf
PDF 5 MB Posted
- Attached to
- Ft McCoy Training Barracks
- Solicitation number
- W912QR20R0027
About this file
This solicitation is for the design and construction of Transient Training Barracks at Fort McCoy, Wisconsin. The project has an estimated construction cost between $10-25 million and involves the design and construction of barracks to house transient military personnel in training. The solicitation is full and open to all offerors registered in the System for Award Management. Funds have not yet been appropriated and no contract award will be made until funding is available. Technical questions must be submitted through the Bidder Inquiry system on ProjNet. The NAICS code is 236220 and size status will be determined based on that code in SAM. Site visits are available and described in the provided alternate clause. Pages may not be accurately numbered and all timeframes refer to calendar days unless specified otherwise.
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UP
A-402
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
ELEVATOR
ELEV. EQUIP
100C
LATRINE/
SHOWERS
MECHANICAL
CORRIDOR
JANITOR
VENDING
VESTIBULE
100B
SENIOR
LEADERS
QUARTERS
SENIOR
LEADERS
QUARTERS
LATRINE/
SHOWERS
CORRIDOR
TR
CORRIDOR
RECYCLE
COMPANY
STORAGE
VESTIBULE
100A
ELECTRICAL
CORRIDOR
LATRINE/
SHOWERS
CORRIDOR
LAUNDRY
STAIR 1
STAIR
A-401
A-301
110A
108A 122A
120B
2B
6A
117A
LATRINE/
SHOWERS
116A 117A
J K L M N P Q R S T U V W
4.8
5.2
A-302
A-302
ENTRY
116B
21'-4"
2'-0" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 3'-8" 4'-8" 2'-8"
A
B1
A
A-302
A-405
13'-6"
8'-8"2'-8"11'-4"2'-8"8'-8" 2'-8" 9'-10" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8"
A-501
A-501
A-501
A-501
A-501
B2B1 A A
B1B1
A
A A AA
CJ
DSDSDS
DS DS DS
DS
A-501
A-501
85'-4" 4'-8" 2'-8"
A-501
5 A-501
A-501
A-402
A-402
'-8
6'-9 5/8"22'-9 5/8"
10'-6 1/2"
15'-2"
10'-6 1/8"
'-8
/8
'-1
3/ 4"
A-401
'-2
5' -1
5/
8"
5'-4" 2'-6"
93'-4"
1A
1A 3.
A
1A
1H 3.
A
1A6
1A6.A 0A6
1A3
1A6
1A3
15'-2"
6' -4
/8
2A3.E
'-1
1/
8"
13'-3 5/8" 13'-3 5/8"
0A3
1A6
1A3 2A3.E
1A6
2A 6.
E
1A6.A
2A6.AE
1H6.A
1H6.A
122B
5' -1
5/
8"
6' -0
6'
-0
ENTRY
117B 116A
CJ CJ CJ CJ CJ
CJCJCJCJCJ
DS DS DS
DSDSDS
A A A A A A A A A A A A
A A A A A A A A A A A A
A-411
A-313
M.5M.1 XK.8K.5
0A
2A
0H3.AB
0H3.AB
1A3
2A6.E
1A6.A
1A6.A
1H6.A
1H6.A
1A6.A
1A6.A
1A6.A
1H3.A
2A6.E
2A6.AE
126B
0C
1H3.A
FRONT COVER ENTRANCE ROOF LINES
REAR COVER
ENTRANCE
ROOF LINES
SIDE COVER
ENTRANCE
ROOF LINES
TYPICAL
ENLARGED
RESTROOM
PLAN
K.7 M.3
4'-8" 9'-8" 16'-6"
1A3
2A6.E
11'-0 3/4"
1'-11"
8'-4 5/8" 2'-8" 16'-4" 6'-4" 13'-3 3/8" 3'-0 5/8" 2'-8" 4'-0" 2'-8" 3'-8" 2'-8" 4'-0" 2'-8" 9'-4" 2'-8" 8'-11 3/8"
1'-11"
12'-8"
'-0
'-8
'-6
2'
-4
6' -3
'-6
1'-11"
5'-5"
1'-11"
'-6
7' -8
3'
-0
3' -0
7'
-8
7' -8
3'
-0
'-2
'-9
3'
-0
3' -0
'-9
2'-3"
A-412
SIM.
OPP. HND
1A3.AT
1H3.A 1H3.A
1H3.A
1H3.A 1H3.A
1H3.A
1H6.A
1A3.AT
1A3.AT
1H3.A
1H3.A
1A3
1H3.A
1A3.AT
1H6.A
M
AT
C H
L
IN
E- A
4 10 '-2
3'
-0
8' -2
4' -1
0"6"
120A
0B
11 5/8" 4'-8" 1'-2"
2'-2 5/8"
'-7
/8
6'
-4
/8
'-8
6'
-2
/4
'-3
/4
3'-7" 6'-4" 3'-7"
1'-11" 9'-8" 1'-11"
'-9
4'
-8
'-9
DS
DS
CJ
CJ
CJ
CJ
DS
DS
FEB
FEB
FEB
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
STAIR
LATRINE/
SHOWERS
LATRINE/
SHOWERS
A-301
110A
108A
108B
110B
A C D E F G H J
4.8
5.2
A
A
5'-0" 2'-8" 4'-8" 3'-8" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 4'-4" 2'-8" 2'-0"
5'-0" 2'-8" 4'-8" 85'-4"
'-6
4'
-8
'-6
A-412
2A6.AE
1A6.A
1H6.A
CJ CJ CJ
CJ
CJ CJ CJDS DS DS
CJ CJ
CJ
DS DS DS
AAAAAAAAAAAA
AAAAAAAAAAAA
B
1A6.A
1H6.A
1A6.A
1A6.A2A6.AE
SIDE COVERED
ENTRANCE
ROOF LINES
3' -0
7'
-8
7' -8
3'
-0
'-9
3'
-0
'-9
3'
-0 1H3.A
1H3.A
M
AT
C H
L
IN
E- A
CJ
CJ
CJ
DS
DS
DS
DS CJ
CJ
DS
XX
X
ARCHITECTURAL LEGEND - SYMBOLS
Room Rm_Occupancy
1A3.AB
CJ
EWC
ROOM NUMBER
DOOR SYMBOL AND TAG
WINDOW SYMBOL
INTERIOR PARTITION TYPE
COLUMN CENTERLINE
1 HR RATED PARTITION
2 HR RATED PARTITION
FLOOR DRAIN
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
CONTROL JOINT
ELECTRIC WATER COOLER
DRYER ( D1 ) OPTION "A", OMAR FUNDED. REFER
TO PRICE BREAKOUT SCHEDULE.
STACKED DRYER ( D2 ) OPTION "A", OMAR
FUNDED. REFER TO PRICE BREAKOUT
SCHEDULE.
WASHING MACHINE OPTION "A", OMAR FUNDED.
REFER TO PRICE BREAKOUT SCHEDULE.
X
FD
D2
D1
US Army Corps of Engineers ®
SHEET ID
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2 3 4 5 6 7 8 9 10
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A
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PLAN NORTH
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CERTIFIED FINAL
PN
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1/8" = 1'-0"
1 ENLARGED FIRST FLR PLAN
GENERAL NOTES - ENLARGED PLANS
1 REFERENCE ELEVATION 0'-0" = 868'-0" ABOVE MEAN SEA LEVEL, COORDINATE WITH
CIVIL DRAWINGS.
2 SEE SHEET A-001, A-002 FOR STANDARD INFORMATION, INCLUDING
ABBREVIATIONS, LEGENDS, SYMBOLS AND DETAILS.
3 ALL DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR CENTER LINE OF
COLUMN GRIDS. REFER TO ENLARGED OR PARTIAL PLANS FOR ADDITIONAL
INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 REFER TO STRUCTURAL DRAWINGS FOR COLUMN GRID LINES AND LOCATION.
5 REFER TO INTERIOR FINISH PLANS, SCHEDULES AND DETAILS FOR ADDITIONAL
INFORMATION. INTERIOR DESIGN SHEETS INDICATED BY "I" PREFIX.
6 SLOPE FLOOR FINISH TO DRAIN MIN. 1/8" PER FOOT. PROVIDE TOPPING AS
REQUIRED.
7 REFER TO DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION FOR OPTIONS.
8 REFER TO FURNITURE PLANS FOR FURNITURE LAYOUT. PROVIDE BLOCKING IN
WALLS AS REQUIRED FOR ALL SYSTEM FURNITURE ITEMS.
9 CONTRACTOR SHALL ENSURE THAT RATED WALL CONSTRUCTION IS
CONSTRUCTED TIGHT TO THE UNDERSIDE OF ROOF STRUCTURE ABOVE AND ALL
WALL, FLOOR/CEILING, AND ROOF PENETRATIONS ARE FIRESTOPPED. MAINTAIN
WALL RATINGS TO ROOF DECK FOR ALL PENETRATIONS AND RECESSED FIXTURES.
SUBMIT FIRESTOPPING DETAILS IN ACCORDANCE WITH SPECIFICATION SECTION 07
84 00
10 THE CONTRACTOR SHALL PROVIDE CONTINUOUS 2x6 WOOD BLOCKING FOR
MOUNTING OF HANDRAIL, MOUNTING OF ALL TOILET ACCESSORIES, CASEWORK,
PANELS, DRY ERASE BOARDS, AND ALL WALL MOUNTED TELEVISIONS, TYP.
11 TOILET ACCESSORIES SHALL BE MOUNTED AT HEIGHTS ACCORDING TO
ELEVATIONS ON SHEET A-003.
12 REFER TO FLOOR PLANS FOR ARCHITECTURAL LEGEND - SYMBOLS, TYP.
13 STAIRS SHALL BE DESIGNED BY THE CONTRACTOR, ALL STEEL DESIGNATIONS AND
DIMENSIONS ARE FOR REFERENCE ONLY.
14 EXPOSED METAL SURFACES SHALL BE PRIMED BY FABRICATOR AND FIELD PAINTED
IN ACCORDANCE WITH SPECIFICATION 09 90 00.
15 SECOND, THIRD, AND FOURTH FLOORS ARE ALL 1 HOUR RATED AND REQUIRE ALL
PENETRATIONS THROUGH THESE FLOORS TO BE FIRESTOPPED.
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A-301
J K L M N P Q R S T U V W
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5.2
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LIVING/SLEEPING
BAY
LATRINE/
SHOWERS
CORRIDOR
TR
SENIOR
LEADERS
QUARTERS
SENIOR
LEADERS
QUARTERS
BATH
317A
BATH
316A
MECHANICAL
LATRINE/
SHOWERS
CORRIDOR
JANITOR
ELECTRICAL
311 CORRIDOR
RECYCLE
CORRIDOR
LATRINE/
SHOWERS
VENDING
303 STAIR 1
LAUNDRY
LATRINE/
SHOWERS
CORRIDOR
310A
308A
320A
322A
5A
316A
317A
A-302
A-302
ELEVATOR
COMPANY
STORAGE
A-302
E1-E6
LIVING/SLEEPING
BAY
STAIR
C2
A
B1
A
B1 B2
B1B1 A A AA
A A A
DS DS DS DS
DSDSDS
CJ
5B
320B
322B
1A6
1A6
1A31A6
2K6.E
2K6.E
2K6.E
1A3
1A6
1A3.AT
1A6
1H6.A
ENTRY
316B
ENTRY
317D
CJ CJ CJ CJ CJ
CJCJCJCJCJ
DS DS DS
DSDSDS
L2
A A A A A A A A A A A A
A A A A A A A A A A A A
D
M.5M.1 XK.8K.5
L3
A-405
1A6.A
1A6.A
1H6.A
1A6.A
1A6.A
1A6.A
1H6.A 1H6.A
1A6.A
1A6.A
2A6.AE
2A6.AE1A3
1H3.A1H3.A
1A3
1A3
1A3
1A6
1A6
FRONT COVER
ENTRANCE ROOF,
BELOW
REAR COVER
ENTRANCE
ROOF, BELOW
SIDE COVER
ENTRANCE
ROOF, BELOWA-401
A-402
A-411
A-402
A-402
TYPICAL
ENLARGED
RESTROOM
PLAN
A-507
A-412
SIM.
OPP. HND
M
AT
C H
L
IN
E- A
1H3.A
1H3.A
0H3.AB
1H3.A
1A3.AT
0H3.AB
1A3.AT
1H6.A
1H3.A
1H3.A
1H3.A
1A3.AT
1H6.A
1H3.A
1H3.A
0H3.AB
1A3.A1A3.A
1A3
85'-4" 4'-8" 2'-8"
8'-8"2'-8"11'-4"2'-8"8'-8" 2'-8" 9'-10" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8"
8'-4 5/8" 2'-8" 16'-4" 6'-4" 16'-4" 2'-8" 4'-0" 2'-8" 3'-8" 2'-8" 4'-0" 2'-8" 9'-4" 2'-8" 8'-11 3/8"
85'-4" 4'-8" 2'-8"
4'-8" 9'-8" 16'-6"
6' -8
/4
'-8
6' -2
/4
15'-5 5/8" 8 5/8"
10'-9 3/4"
'-2
5' -1
5/
8"
15'-2"
'-6
13'-3 5/8" 13'-3 5/8"
15'-2"
29'-7 1/4"
'-8
'-6
'-8
1' -4
1'-11"
69'-5 1/2" 11'-0 3/4"
12'-8"
1'-11"
1'-7 5/8"
20'-10" 14'-6" 10'-3 1/2" 10'-10 1/8" 8 5/8"
15'-5 5/8" 1'-4 1/8"
84'-10"
'-7
5' -1
5/
8"
1'-11"
1'-11"
5'-5"
3'-0" 2'-2 5/8"
'-6
'-3
'-2
3' -0
7'
-8
7' -8
3'
-0
'-2
'-3
9' -7
/8
5/
8"
3' -0
7'
-8
7' -8
3'
-0
5/
8"
9' -7
/8
3' -0
'-9
'-9
3'
-0
3'-10 1/2"
FEB
FEB
A-301
A C D E F G H J
4.8
5.2
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
STAIR
310A
308A
308B
310B
A
A
5'-0" 2'-8" 4'-8" 85'-4"
5'-0" 2'-8" 4'-8" 85'-4"
'-8
CJ CJ CJ
CJ CJ CJ CJDS DS DS
CJ CJDS DS DS
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B
1A6.A
1A6.A
1H6.A
1A6.A
1H6.A
1A6.A
2A6.AE
2A6.AE
SIDE COVERED
ENTRANCE ROOF,
BELLOW
7' -8
3'
-0
3' -0
7'
-8
'-9
3'
-0
'-9
3'
-0
A-412
M
AT
C H
L
IN
E- A
1H3.A
1H3.A
DS
XX
X
ARCHITECTURAL LEGEND - SYMBOLS
Room Rm_Occupancy
1A3.AB
CJ
EWC
ROOM NUMBER
DOOR SYMBOL AND TAG
WINDOW SYMBOL
INTERIOR PARTITION TYPE
COLUMN CENTERLINE
1 HR RATED PARTITION
2 HR RATED PARTITION
FLOOR DRAIN
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
CONTROL JOINT
ELECTRIC WATER COOLER
DRYER ( D1 ) OPTION "A", OMAR FUNDED. REFER
TO PRICE BREAKOUT SCHEDULE.
STACKED DRYER ( D2 ) OPTION "A", OMAR
FUNDED. REFER TO PRICE BREAKOUT
SCHEDULE.
WASHING MACHINE OPTION "A", OMAR FUNDED.
REFER TO PRICE BREAKOUT SCHEDULE.
X
FD
D2
D1
US Army Corps of Engineers ®
SHEET ID
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1/8" = 1'-0"
1 ENLARGED THIRD FLR PLAN
GENERAL NOTES - ENLARGED PLANS
1 REFERENCE ELEVATION 0'-0" = 868'-0" ABOVE MEAN SEA LEVEL, COORDINATE WITH
CIVIL DRAWINGS.
2 SEE SHEET A-001, A-002 FOR STANDARD INFORMATION, INCLUDING
ABBREVIATIONS, LEGENDS, SYMBOLS AND DETAILS.
3 ALL DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR CENTER LINE OF
COLUMN GRIDS. REFER TO ENLARGED OR PARTIAL PLANS FOR ADDITIONAL
INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 REFER TO STRUCTURAL DRAWINGS FOR COLUMN GRID LINES AND LOCATION.
5 REFER TO INTERIOR FINISH PLANS, SCHEDULES AND DETAILS FOR ADDITIONAL
INFORMATION. INTERIOR DESIGN SHEETS INDICATED BY "I" PREFIX.
6 SLOPE FLOOR FINISH TO DRAIN MIN. 1/8" PER FOOT. PROVIDE TOPPING AS
REQUIRED.
7 REFER TO DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION FOR OPTIONS.
8 REFER TO FURNITURE PLANS FOR FURNITURE LAYOUT. PROVIDE BLOCKING IN
WALLS AS REQUIRED FOR ALL SYSTEM FURNITURE ITEMS.
9 CONTRACTOR SHALL ENSURE THAT RATED WALL CONSTRUCTION IS
CONSTRUCTED TIGHT TO THE UNDERSIDE OF ROOF STRUCTURE ABOVE AND ALL
WALL, FLOOR/CEILING, AND ROOF PENETRATIONS ARE FIRESTOPPED. MAINTAIN
WALL RATINGS TO ROOF DECK FOR ALL PENETRATIONS AND RECESSED FIXTURES.
SUBMIT FIRESTOPPING DETAILS IN ACCORDANCE WITH SPECIFICATION SECTION 07
84 00
10 THE CONTRACTOR SHALL PROVIDE CONTINUOUS 2x6 WOOD BLOCKING FOR
MOUNTING OF HANDRAIL, MOUNTING OF ALL TOILET ACCESSORIES, CASEWORK,
PANELS, DRY ERASE BOARDS, AND ALL WALL MOUNTED TELEVISIONS, TYP.
11 TOILET ACCESSORIES SHALL BE MOUNTED AT HEIGHTS ACCORDING TO
ELEVATIONS ON SHEET A-003.
12 REFER TO FLOOR PLANS FOR ARCHITECTURAL LEGEND - SYMBOLS, TYP.
13 STAIRS SHALL BE DESIGNED BY THE CONTRACTOR, ALL STEEL DESIGNATIONS AND
DIMENSIONS ARE FOR REFERENCE ONLY.
14 EXPOSED METAL SURFACES SHALL BE PRIMED BY FABRICATOR AND FIELD PAINTED
IN ACCORDANCE WITH SPECIFICATION 09 90 00.
15 SECOND, THIRD, AND FOURTH FLOORS ARE ALL 1 HOUR RATED AND REQUIRE ALL
PENETRATIONS THROUGH THESE FLOORS TO BE FIRESTOPPED.
M
AR
K D
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C
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TI
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D T
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2Q R
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J K L M N P Q R S T U V W
4.8
5.2
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LIVING/SLEEPING
BAY
LATRINE/
SHOWERS
CORRIDOR
TR
SENIOR
LEADERS
QUARTERS
SENIOR
LEADERS
QUARTERS
BATH
317A
BATH
316A
MECHANICAL
LATRINE/
SHOWERS
CORRIDOR
JANITOR
ELECTRICAL
311 CORRIDOR
RECYCLE
CORRIDOR
LATRINE/
SHOWERS
VENDING
303 STAIR 1
LAUNDRY
LATRINE/
SHOWERS
CORRIDOR
310A
308A
320A
322A
5A
316A
317A
A-302
A-302
ELEVATOR
COMPANY
STORAGE
A-302
E1-E6
LIVING/SLEEPING
BAY
STAIR
C2
A
B1
A
B1 B2
B1B1 A A AA
A A A
DS DS DS DS
DSDSDS
CJ
5B
320B
322B
1A6
1A6
1A31A6
2K6.E
2K6.E
2K6.E
1A3
1A6
1A3.AT
1A6
1H6.A
ENTRY
316B
ENTRY
317D
CJ CJ CJ CJ CJ
CJCJCJCJCJ
DS DS DS
DSDSDS
L2
A A A A A A A A A A A A
A A A A A A A A A A A A
D
M.5M.1 XK.8K.5
L3
A-405
1A6.A
1A6.A
1H6.A
1A6.A
1A6.A
1A6.A
1H6.A 1H6.A
1A6.A
1A6.A
2A6.AE
2A6.AE1A3
1H3.A1H3.A
1A3
1A3
1A3
1A6
1A6
FRONT COVER
ENTRANCE ROOF,
BELOW
REAR COVER
ENTRANCE
ROOF, BELOW
SIDE COVER
ENTRANCE
ROOF, BELOWA-401
A-402
A-411
A-402
A-402
TYPICAL
ENLARGED
RESTROOM
PLAN
A-507
A-412
SIM.
OPP. HND
M
AT
C H
L
IN
E- A
1H3.A
1H3.A
0H3.AB
1H3.A
1A3.AT
0H3.AB
1A3.AT
1H6.A
1H3.A
1H3.A
1H3.A
1A3.AT
1H6.A
1H3.A
1H3.A
0H3.AB
1A3.A1A3.A
1A3
85'-4" 4'-8" 2'-8"
8'-8"2'-8"11'-4"2'-8"8'-8" 2'-8" 9'-10" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8"
8'-4 5/8" 2'-8" 16'-4" 6'-4" 16'-4" 2'-8" 4'-0" 2'-8" 3'-8" 2'-8" 4'-0" 2'-8" 9'-4" 2'-8" 8'-11 3/8"
85'-4" 4'-8" 2'-8"
4'-8" 9'-8" 16'-6"
6' -8
/4
'-8
6' -2
/4
15'-5 5/8" 8 5/8"
10'-9 3/4"
'-2
5' -1
5/
8"
15'-2"
'-6
13'-3 5/8" 13'-3 5/8"
15'-2"
29'-7 1/4"
'-8
'-6
'-8
1' -4
1'-11"
69'-5 1/2" 11'-0 3/4"
12'-8"
1'-11"
1'-7 5/8"
20'-10" 14'-6" 10'-3 1/2" 10'-10 1/8" 8 5/8"
15'-5 5/8" 1'-4 1/8"
84'-10"
'-7
5' -1
5/
8"
1'-11"
1'-11"
5'-5"
3'-0" 2'-2 5/8"
'-6
'-3
'-2
3' -0
7'
-8
7' -8
3'
-0
'-2
'-3
9' -7
/8
5/
8"
3' -0
7'
-8
7' -8
3'
-0
5/
8"
9' -7
/8
3' -0
'-9
'-9
3'
-0
3'-10 1/2"
FEB
FEB
A-301
A C D E F G H J
4.8
5.2
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
STAIR
310A
308A
308B
310B
A
A
5'-0" 2'-8" 4'-8" 85'-4"
5'-0" 2'-8" 4'-8" 85'-4"
'-8
CJ CJ CJ
CJ CJ CJ CJDS DS DS
CJ CJDS DS DS
AAAAAAAAAAAA
AAAAAAAAAAAA
B
1A6.A
1A6.A
1H6.A
1A6.A
1H6.A
1A6.A
2A6.AE
2A6.AE
SIDE COVERED
ENTRANCE ROOF,
BELLOW
7' -8
3'
-0
3' -0
7'
-8
'-9
3'
-0
'-9
3'
-0
A-412
M
AT
C H
L
IN
E- A
1H3.A
1H3.A
DS
XX
X
ARCHITECTURAL LEGEND - SYMBOLS
Room Rm_Occupancy
1A3.AB
CJ
EWC
ROOM NUMBER
DOOR SYMBOL AND TAG
WINDOW SYMBOL
INTERIOR PARTITION TYPE
COLUMN CENTERLINE
1 HR RATED PARTITION
2 HR RATED PARTITION
FLOOR DRAIN
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
CONTROL JOINT
ELECTRIC WATER COOLER
DRYER ( D1 ) OPTION "A", OMAR FUNDED. REFER
TO PRICE BREAKOUT SCHEDULE.
STACKED DRYER ( D2 ) OPTION "A", OMAR
FUNDED. REFER TO PRICE BREAKOUT
SCHEDULE.
WASHING MACHINE OPTION "A", OMAR FUNDED.
REFER TO PRICE BREAKOUT SCHEDULE.
X
FD
D2
D1
US Army Corps of Engineers ®
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
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D B
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SI
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C H
EC
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D B
Y:
AN
SI
'D
IS
SU
E D
AT
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C O
N
TR
AC
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N O
SO
LI
C
IT
AT
IO
N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
PLAN NORTH
JU
L
CERTIFIED FINAL
PN
F Y2
0, P
TR
AN
SI
EN
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TR
AI
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IN
G B
AR
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AC
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. M cC O
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9/10/2020 10:10:03 AM
C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt
A-131
TTB
TH
IR
D F
LO
O
R P
LA
N
EN
LA
R
G
ED
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
LA
C E
LO
U
IS
VI
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E, K Y
M . B
AR
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R . H
O O
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J.
SC
H
EN
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N
FE
LD
ER
1/8" = 1'-0"
1 ENLARGED THIRD FLR PLAN
GENERAL NOTES - ENLARGED PLANS
1 REFERENCE ELEVATION 0'-0" = 868'-0" ABOVE MEAN SEA LEVEL, COORDINATE WITH
CIVIL DRAWINGS.
2 SEE SHEET A-001, A-002 FOR STANDARD INFORMATION, INCLUDING
ABBREVIATIONS, LEGENDS, SYMBOLS AND DETAILS.
3 ALL DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR CENTER LINE OF
COLUMN GRIDS. REFER TO ENLARGED OR PARTIAL PLANS FOR ADDITIONAL
INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 REFER TO STRUCTURAL DRAWINGS FOR COLUMN GRID LINES AND LOCATION.
5 REFER TO INTERIOR FINISH PLANS, SCHEDULES AND DETAILS FOR ADDITIONAL
INFORMATION. INTERIOR DESIGN SHEETS INDICATED BY "I" PREFIX.
6 SLOPE FLOOR FINISH TO DRAIN MIN. 1/8" PER FOOT. PROVIDE TOPPING AS
REQUIRED.
7 REFER TO DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION FOR OPTIONS.
8 REFER TO FURNITURE PLANS FOR FURNITURE LAYOUT. PROVIDE BLOCKING IN
WALLS AS REQUIRED FOR ALL SYSTEM FURNITURE ITEMS.
9 CONTRACTOR SHALL ENSURE THAT RATED WALL CONSTRUCTION IS
CONSTRUCTED TIGHT TO THE UNDERSIDE OF ROOF STRUCTURE ABOVE AND ALL
WALL, FLOOR/CEILING, AND ROOF PENETRATIONS ARE FIRESTOPPED. MAINTAIN
WALL RATINGS TO ROOF DECK FOR ALL PENETRATIONS AND RECESSED FIXTURES.
SUBMIT FIRESTOPPING DETAILS IN ACCORDANCE WITH SPECIFICATION SECTION 07
84 00
10 THE CONTRACTOR SHALL PROVIDE CONTINUOUS 2x6 WOOD BLOCKING FOR
MOUNTING OF HANDRAIL, MOUNTING OF ALL TOILET ACCESSORIES, CASEWORK,
PANELS, DRY ERASE BOARDS, AND ALL WALL MOUNTED TELEVISIONS, TYP.
11 TOILET ACCESSORIES SHALL BE MOUNTED AT HEIGHTS ACCORDING TO
ELEVATIONS ON SHEET A-003.
12 REFER TO FLOOR PLANS FOR ARCHITECTURAL LEGEND - SYMBOLS, TYP.
13 STAIRS SHALL BE DESIGNED BY THE CONTRACTOR, ALL STEEL DESIGNATIONS AND
DIMENSIONS ARE FOR REFERENCE ONLY.
14 EXPOSED METAL SURFACES SHALL BE PRIMED BY FABRICATOR AND FIELD PAINTED
IN ACCORDANCE WITH SPECIFICATION 09 90 00.
15 SECOND, THIRD, AND FOURTH FLOORS ARE ALL 1 HOUR RATED AND REQUIRE ALL
PENETRATIONS THROUGH THESE FLOORS TO BE FIRESTOPPED.
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
AM
D T
S E P
W
2Q R
R
_P la ns -0
A-301
A C D E F G H J
4.8
5.2
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
STAIR
408B
410B
410A
408A
A
A
5'-0" 2'-8" 4'-8" 85'-4"
'-8
4'-0" 2'-8" 4'-8" 85'-4"
6' -0
6'
-0
CJ CJ CJ
CJ CJ CJ CJDS DS DS
CJ CJDS DS DS
AAAAAAAAAAAA
AAAAAAAAAAAA
B
1H6.A
1A6.A1A6.A
1A6.A
1H6.A
1A6.A
2A6.AE
2A6.AE
SIDE COVERED
ENTRANCE
ROOF, BELLOW
3' -0
'-9
'-9
3'
-0
7' -8
3'
-0
3' -0
7'
-8
A-412
M
AT
C H
L
IN
E- A
1H3.A
1H3.A
A-301
J K L M N P Q R S T U V W
4.8
5.2
E1-E6
LIVING/SLEEPING
BAY
E1-E6
LIVING/SLEEPING
BAY
LATRINE/
SHOWERS
CORRIDOR
TR
SENIOR
LEADERS
QUARTERS
SENIOR
LEADERS
QUARTERS
BATH
417A
BATH
416A
MECHANICAL
LATRINE/
SHOWERS
CORRIDOR
JANITOR
ELECTRICAL
411 CORRIDOR
RECYCLE
CORRIDOR
LATRINE/
SHOWERS
COMPANY
STORAGE
VENDING
403 STAIR 1
LAUNDRY
LATRINE/
SHOWERS
CORRIDOR
STAIRS
A-302
A-302
410A
408A
422B
420B
5A
416A
417A
A-302
B1
A
A
C2B1 B2
B1B1 A A AA
A A A
DS
DS
DS DS
DSDSDS
CJ
ENTRY
417B
ENTRY
416B
5B
1A 3.
A
1A
1A 3.
A
1A
1A6.A 1A6
1A31A6
2K6.E
2K6.E
2A6.E
1A3
1A3
1A6
1A6
2A6.AE
1A6.A
CJ CJ CJ CJ CJ
CJCJCJCJCJ
DS DS DS
DSDSDS
L2
A A A A A A A A A A A A
A A A A A A A A A A A A
D
M.5M.1 XK.8K.5
L3
A-511
A-511
A-405
1H6.A
1A6.A
1A6.A
1A6.A
1H6.A
2A6.AE
1H6.A
1A6.A
1A6.A
1H6.A
1A6
1H3.A
1A6
1A3
422A
420A
FRONT COVER
ENTRANCE ROOF,
BELOW
REAR COVER
ENTRANCE ROOF,
BELOW
SIDE COVER
ENTRANCE ROOF,
BELOW
DASHED LINE
INDICATE ACCESS TO
ROOF HATCH ABOVE
A-401
A-402
A-402
A-411
A-402
TYPICAL
ENLARGED
RESTROOM
PLAN
A-507
A-412
SIM.
OPP. HND
M
AT
C H
L
IN
E- A
1H3.A
1A3.AT
1H3.A
1H3.A
1H3.A
1H6.A
1H3.A
1A3
1H3.A
0H3.AB
0H3.AB
1A3.AT
1H3.A
1H3.A
1A3.AT
1H3.A
0H3.AB
0H3.AB
1A3.AT
1H6.A
84'-4" 5'-8" 2'-8"
8'-8"2'-8"11'-4"2'-8"7'-8" 2'-8" 9'-10" 2'-8" 4'-0" 2'-8" 4'-0" 2'-8"
7'-8" 2'-8" 16'-4" 6'-4" 16'-0 5/8" 2'-8" 4'-0" 2'-8" 3'-8" 2'-8" 4'-0" 2'-8" 9'-7 3/8" 2'-8" 7'-8"
85'-4" 5'-8" 2'-8"
4'-8" 9'-8" 16'-6"
6' -8
/4
'-8
6' -2
/4
15'-5 5/8" 8 3/4"
10'-9 3/4"
'-2
5' -1
5/
8"
15'-2"
'-6
13'-3 5/8" 13'-3 5/8"
15'-2"
29'-7 1/4"
'-8
'-6
'-8
1' -4
1'-11"
69'-5 1/2" 11'-0 3/4"
12'-8"
1'-11"
20'-9 7/8" 14'-6" 10'-3 1/2" 10'-10 1/8" 8 5/8"
15'-5 5/8" 1'-4 1/8"
84'-10"
'-7
5' -1
5/
8" 1'-11"
1'-11"
5'-5"
3'-0" 2'-2 5/8"
'-6
'-3
'-2
3' -0
7'
-8
8' -2
3'
-0
'-2
'-3
9' -7
/8
5/
8"
3' -0
7'
-8
7' -8
3'
-0
5/
8"
9' -7
/8
3' -0
'-9
'-9
3'
-0
3'-10 1/2"
FEB
FEB
DS
XX
X
ARCHITECTURAL LEGEND - SYMBOLS
Room Rm_Occupancy
1A3.AB
CJ
EWC
ROOM NUMBER
DOOR SYMBOL AND TAG
WINDOW SYMBOL
INTERIOR PARTITION TYPE
COLUMN CENTERLINE
1 HR RATED PARTITION
2 HR RATED PARTITION
FLOOR DRAIN
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
CONTROL JOINT
ELECTRIC WATER COOLER
DRYER ( D1 ) OPTION "A", OMAR FUNDED. REFER
TO PRICE BREAKOUT SCHEDULE.
STACKED DRYER ( D2 ) OPTION "A", OMAR
FUNDED. REFER TO PRICE BREAKOUT
SCHEDULE.
WASHING MACHINE OPTION "A", OMAR FUNDED.
REFER TO PRICE BREAKOUT SCHEDULE.
X
FD
D2
D1
US Army Corps of Engineers ®
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
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N
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B
Y:
SU
BM
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D B
Y:
SI
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C H
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D B
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AN
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SU
E D
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C O
N
TR
AC
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N O
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C
IT
AT
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N N
O
D R
AW
IN
G C
O D
E:
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
PLAN NORTH
JU
L
CERTIFIED FINAL
PN
F Y2
0, P
TR
AN
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EN
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TR
AI
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AR
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9/10/2020 10:11:19 AM
C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt
A-141
TTB
FO
U
R
TH
F
LO
O R
P
LA
N
EN
LA
R G
ED
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
LA
C E
LO
U
IS
VI
LL
E, K Y
M . B
AR
R
Y
R . H
O O
E
J.
SC
H
EN
KE
N
FE
LD
ER
1/8" = 1'-0"
1 ENLARGED FOURTH FLOOR PLAN
GENERAL NOTES - ENLARGED PLANS
1 REFERENCE ELEVATION 0'-0" = 868'-0" ABOVE MEAN SEA LEVEL, COORDINATE WITH
CIVIL DRAWINGS.
2 SEE SHEET A-001, A-002 FOR STANDARD INFORMATION, INCLUDING
ABBREVIATIONS, LEGENDS, SYMBOLS AND DETAILS.
3 ALL DIMENSIONS ARE FACE OF MASONRY / STEEL STUD OR CENTER LINE OF
COLUMN GRIDS. REFER TO ENLARGED OR PARTIAL PLANS FOR ADDITIONAL
INFORMATION, INCLUDING WALL TYPES AND ADDITIONAL DIMENSIONS.
4 REFER TO STRUCTURAL DRAWINGS FOR COLUMN GRID LINES AND LOCATION.
5 REFER TO INTERIOR FINISH PLANS, SCHEDULES AND DETAILS FOR ADDITIONAL
INFORMATION. INTERIOR DESIGN SHEETS INDICATED BY "I" PREFIX.
6 SLOPE FLOOR FINISH TO DRAIN MIN. 1/8" PER FOOT. PROVIDE TOPPING AS
REQUIRED.
7 REFER TO DRAWINGS AND SPECS FOR ADDITIONAL INFORMATION FOR OPTIONS.
8 REFER TO FURNITURE PLANS FOR FURNITURE LAYOUT. PROVIDE BLOCKING IN
WALLS AS REQUIRED FOR ALL SYSTEM FURNITURE ITEMS.
9 CONTRACTOR SHALL ENSURE THAT RATED WALL CONSTRUCTION IS
CONSTRUCTED TIGHT TO THE UNDERSIDE OF ROOF STRUCTURE ABOVE AND ALL
WALL, FLOOR/CEILING, AND ROOF PENETRATIONS ARE FIRESTOPPED. MAINTAIN
WALL RATINGS TO ROOF DECK FOR ALL PENETRATIONS AND RECESSED FIXTURES.
SUBMIT FIRESTOPPING DETAILS IN ACCORDANCE WITH SPECIFICATION SECTION 07
84 00
10 THE CONTRACTOR SHALL PROVIDE CONTINUOUS 2x6 WOOD BLOCKING FOR
MOUNTING OF HANDRAIL, MOUNTING OF ALL TOILET ACCESSORIES, CASEWORK,
PANELS, DRY ERASE BOARDS, AND ALL WALL MOUNTED TELEVISIONS, TYP.
11 TOILET ACCESSORIES SHALL BE MOUNTED AT HEIGHTS ACCORDING TO
ELEVATIONS ON SHEET A-003.
12 REFER TO FLOOR PLANS FOR ARCHITECTURAL LEGEND - SYMBOLS, TYP.
13 STAIRS SHALL BE DESIGNED BY THE CONTRACTOR, ALL STEEL DESIGNATIONS AND
DIMENSIONS ARE FOR REFERENCE ONLY.
14 EXPOSED METAL SURFACES SHALL BE PRIMED BY FABRICATOR AND FIELD PAINTED
IN ACCORDANCE WITH SPECIFICATION 09 90 00.
15 SECOND, THIRD, AND FOURTH FLOORS ARE ALL 1 HOUR RATED AND REQUIRE ALL
PENETRATIONS THROUGH THESE FLOORS TO BE FIRESTOPPED.
M
AR
K D
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C
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AM
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2Q R
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_P la ns -0
TOF
-4'-0"
PREFINISHED
OPEN-FACED METAL
DOWNSPOUT (X4) TO
CONCRETE SPLASH
BLOCK
CONCRETE
SPLASH BLOCK
6" CAPILARY WATER BREAK
REINFORCED CONCRETE
SLAB, COORDINATE WITH
STRUCTURAL
15 MIL VAPOR BARRIER
FOAM SILL SEAL
RUBBER BASE BOARD
GYPSUM BOARD, TYPE-X,
5/8"
6" METAL STUD
SOLID SURFACE SILL
COORDINATE WITH
INTERIOR DRAWINGS
5/8 GYP. BOARD BEYOND
THROUGH WALL FLASHING
WITH WEEP VENTS @ 24" O.C.
RIGID INSULATION
GROUT SOLID AS SHOWN
WINDOW UNIT
SILL FLASHING
CAST STONE SILL
3" RIGID INSULATION
4" SPRAY POLYURETHANE
FOAM (SPF) ALL EXTERIOR
WALLS, TYP.
TWO (2) COURSES OF 4"
CMU, GROUTED SOLID
MASONRY TIE
2" RIGID INSULATION ( MIN. R-10 )
2" RIGID INSULATION ( MIN. R-10 )
MASONRY VENEER GLASS MAT
GYPSUM
SHEATHING, 1/2"
AIR SPACE
MINIMUM, TYP.
GRAVEL BACK FILL
REINFORCED CONCRETE FOOTING &
STEM WALL FOUNDATION,
CORRDINATE WITH STRUCT.
FLUID-APPLIED OR
SELF-ADHERING IN WALL
ON SHEATING
(AIR/VAPOR BARRIER)
MORTAR NET
MININUM OF 4" BETWEEN
BOTTOM OF WEEP AND
FINISHED GRADE
BEARING ELEV.
48'-0"
WEEP
THROUGH WALL FLASHING
WITH WEEP VENTS @ 24" O.C.
ACOUSTICAL CEILING
TILE (A.C.T.)
4" SPRAY POLYURETHANE
FOAM (SPF) ALL EXTERIOR
WALLS, TYP
PREFINISHED OPEN-FACED METAL
DOWNSPOUT (X4) TO CONCRETE
SPLASH BLOCK
UTILITY BRICK SOLDIER
COURSE (X2)
WINDOW UNIT
MASONRY VENEER WITH
MASONRY WALL TIE AS INDICATED
AIR SPACE
MINIMUM, TYP.
GYPSUM BOARD,
TYPE-X, 5/8"
6" METAL STUD
GLASS MAT
GYPSUM
SHEATHING, 1/2"
2 1/2" METAL STUD @ 24" O.C.
SPRAY POLYURETHANE FOAM
(SPF) ALL EXTERIOR BEAMS, TYP
METAL DECK, COORDINATE
WITH STRUCT. DWGS.
STEEL STRUCTURE,
SEE STRUCT. DWGS.
STEEL 'C' BRAKE METAL SHAPE / BENT
PLATE. COORDINATE WITH STRUCT.
DWGS.
STEEL STRUCTURE,
SEE STRUCT. DWGS.
METAL DECK, SEE STRUCT. DWGS
6" RIGID INSULATION
SHEATHING
STANDING SEAM METAL
ROOFING
2'-0"
FLUID-APPLIED OR SELF-ADHERING
IN WALL ON SHEATING (AIR/VAPOR
BARRIER)
SNOW GUARDS3
3'-1 1/2"
HEAVY DASHED LINE INDICATES SELF-HEALING
AND SELF-ADHERING MEMBRANE OR BUILDING
WRAP ON METAL DECK AS AIR/VAPOR BARRIER
1/2" GLASS MAT SHEATHING, ON CONT. HAT
CHANNELS ON LT. GA. MTL. SOFFIT FRAMING
BRAKE METAL FASICA SYSTEM
WRAPPING P.T. 2x FASCIA BD
3" RIGID INSULATION ON AIR BARRIER
ON 1/2" GLASS MATWALL SHEATHING
CONTINIOUS P.T. WOOD
BLOCKING
PRE-FINISHED METAL SOFFIT PANEL
A-521
SELF ADHERING WATER
AND ICE GUARD OVER
ENTIRE ROOF SURFACE
STEEL BEAM, COORDINATE
WITH STRUCTURAL
FLOOR DECK, COORDINATE
WITH STRUCTURAL
4" SPRAY POLYURETHANE
FOAM (SPF) ALL EXTERIOR
WALLS, TYP
BASE BOARD, COORDINATE
WITH INTERIOR DRAWINGS
AIR SPACE
CAST STONE SILL
CONTINUOUS STEEL RELIEVING
ANGLE. COORDINATE WITH
STRUCTURAL OCCURS AT 3RD
AND 4TH FLOORS ONLY
WINDOW UNIT
5/8" GYP. BOARD BEYOND
REINFORCED CONCRETE
SLAB, COORDINATE WITH
STRUCTURAL
SOLID SURFACE SILL
COORDINATE WITH
INTERIOR DRAWINGS
MASONRY TIE
MASONRY VENEER
PREFINISHED
OPEN-FACED METAL
DOWNSPOUT (X4) TO
CONCRETE SPLASH
BLOCK
SPRAY POLYURETHANE
FOAM (SPF) ALL EXTERIOR
BEAMS, TYP
2 1/2" METAL STUD @ 24" O.C.
UTILITY BRICK
SOLDIER COURSE
GYPSUM BOARD,
TYPE-X, 5/8"
6" METAL STUD
GLASS MAT GYPSUM
SHEATHING, 1/2"
3" RIGID INSULATION
THROUGH WALL FLASHING
WITH WEEP VENTS @ 24" O.C.
FLUID-APPLIED OR
SELF-ADHERING IN WALL
ON SHEATING
(AIR/VAPOR BARRIER)
MIN. 4" SPRAY POLYURETHANE FOAM INSULATION INSIDE 6" STEEL STUD R - 24
(CLOSED-CELL SPRAY POLYURETHANE FOAM MIN. OF 6.0 PER INCH)
1/2" EXTERIOR WALL SHEATHING R - .56
GLASS-MATT GYPSUM
FLUID-APPLIED OR SELF-ADHERING IN WALL ON SHEATING (AIR/VAPOR BARRIER)
3" RIGID INSULATION PANEL EXTERIOR WALL R - 15
EXTRUDED POLYSTYRENE (XPS) (R-5 / INCH)
AIR SPACE MINIMUM 1 3/4"
MASONRY VENEER R - .92
11 5/8" x 3 5/8" x 3 5/8" UTILITY BRICK
WALL W/ MASONRY VENEER TOTAL R - 40.48
BUILDING ENVELOPE
MATERIAL DESCRIPTIONS ARE INDICATED ON ALL BUILDING WALL SECTIONS AND DETAILS. THIS DRAWING SHEET AND LEGEND PROVIDES BASIS OF DESIGN FOR MATERIAL R-VALUES, AIR/VAPOR BARRIER FOR THE BUILDING ENVELOPE.
COORDINATE THIS INFORMATION WITH ALL OTHER WALL SECTIONS AND SPECIFICATIONS.
EXTERIOR MASONRY VENEER WALL ASSEMBLY MIN. R-VALUES
ROOF ASSEMBLY MINIMUM R-VALUES
STANDING SEAM METAL ROOF N / A
SELF ADHERING WATER AND ICE GUARD OVER ENTIRE ROOF SURFACE N / A
6" OF RIGID PANEL INSULATION R-34.8
SELF ADHERING / SELF HEALING AIR BARRIER MEMBRANE ON TOP OF METAL DECK N / A
METAL DECK N / A
MIN. ROOF TOTAL R-VALUE R - 34.8
AIR BARRIER MATERIALS
• SELF ADHERING / SELF HEALING AIR BARRIER MEMBRANE OVER METAL DECK
WRAPPED AROUND FASCIA TO UNDERSIDE OF OVERHANG TO MEET WALL
• FLUID APPLIED OR SELF-ADHERING AIR/VAPOR BARRIER IN WALL ON SHEATHING
• CONCRETE FOUNDATION
• CONCRETE SLAB
TOF
-4'-0"
BEARING ELEV.
48'-0"
UTILITY BRICK
SOLDIER
COURSE (X1)
A-311
A-311
A-311
T.O. FIN. FLR.
T.O. FIN. FLR.
T.O. FIN. FLR.
T.O. FIN. FLR.
T.O. BEAM
THROUGH WALL
FLASHING WITH WEEP
VENTS @ 24" O.C.
WEEP
UTILITY BRICK SOLDIER
COURSE (X1)
WINDOW UNIT
UTILITY BRICK SOLDIER
COURSE (X1)
THROUGH WALL
FLASHING WITH WEEP
VENTS @ 24" O.C.
WEEP
THROUGH WALL
FLASHING WITH WEEP
VENTS @ 24" O.C.
WEEP
THROUGH WALL
FLASHING WITH WEEP
VENTS @ 24" O.C.
WEEP
WINDOW UNIT
CAST STONE SILL
WINDOW UNIT
CAST STONE SILL
CONT. STEEL RELIEVING
ANGLE AT 3RD AND 4TH
FLOORS ONLY.
COORDINATE WITH
STRUCTURAL
CONT. STEEL RELIEVING
ANGLE AT 3RD AND 4TH
FLOORS ONLY.
COORDINATE WITH
STRUCTURAL
SNOW GUARDS
US Army Corps of Engineers ®
SHEET ID
U S
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3/4" = 1'-0"A-311
4 TYP. WALL SECTION DETAIL #4
3/4" = 1'-0"A-311
2 TYP. WALL SECTION DETAIL #2
3/4" = 1'-0"A-311
3 TYP. WALL SECTION DETAIL #3
3/8" = 1'-0"A-302
1 TYPICAL WALL SECTION
M
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C
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TI
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AM
D T
S E P
W
2Q R
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CR
GFCI
W
ELV
W
M
5.2
A-405
A-405
6' -2
/2
'-9
/4
7' -7
ELEVATOR
12'-9 1/2"
2A3.E
2A3.E
1A6
2K6.E
2A6.E
2K6.E
CLEAR HOISTWAY DIMENSIONED
TO FACE OF GYP. BD.
C
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AR
H
O
IS
TW
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D
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TO
F
AC
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YP
. B
D
MECH. AND
PLUMBING TO BE
LOCATED OUTSIDE
H.P.E.P AREA
HOISTWAY PIT ENTRAPMENT
PROTECTION (H.P.E.P.): THIS
AREA DESIGNATED AS ESCAPE
AREA MEETING UFC 03-490-06,
2018 AND SHALL MAINTAIN A
MIN. OF 20"X36" FOR ENTIRE
HEIGHT OF HOISTWAY.
SPR
IN
G
BU
FFER
S
EMERGENCY
CAR TOP EXIT
W/CONTACT SW.
(400 SQ.IN. MIN.)
M.5M.1
A-502
A-502
0C
A-502
6A
126B
SAFETY
CHAIN
GUIDE RAIL
GUIDE RAIL
BRACKET
GUIDE RAILGUIDE RAIL
BRACKET
PLUNGLER
2K6.E
2K6.E
2'-6"9'-9 1/2"
6' -3
2H3.E
2H6.E
CLR.
12'-3 3/8"
OIL COOLER
36" x 22"
CLR. MIN.
4'-0"
C O
N
TR
O
LL
ER
" x
0"
MAIN ELEVATOR POWER FUSED
DISCONNECT, COORDINATE
WITH ELECTRICAL
LOCKABLE FUSED DISCONNECT,
COORDINATE WITH ELECTRICAL,
CONSTRUCT 3-SIDED SOFFIT
USING 3-5/8" STL STUD FRAMING
AND TYPE X FIRE RATED GYP BD
TO ACHIEVE 2 HOUR RATED
CONSTRUCTION AROUND DRYER
DUCT. COORDINATE DRYER
DUCT WITH MECHANICAL
DRAWINGS AND SLAB
PENETRATION WITH
STRUCTURAL DRAWINGS.
C O
N
TR
O
LL
ER
" x
0" C
O N
TR
O
LL
ER
" x
0"CLR. MIN.
4'-0"
DASHED LINE
INDICATES DUCT AND
SOFFIT CHASE
ABOVE. BOTTOM OF
SOFFIT 8'-2" +/- A.F.F.
SEE NOTE ABOVE
ELECTRICAL PANEL,
COORDINATE WITH
ELECTRAL
8'-4 3/4" 3'-6" 1'-6"
POWER UNIT
55" x 40"
13'-6"
2"
C
LR
6'
-0
SUMP PIT
FEB
1ST FLOOR
0"
2ND FLOOR
12'-0"
TOF
-4'-0"
3RD FLOOR
24'-0"
4TH FLOOR
36'-0"
BEARING ELEV.
48'-0"
M4
A-411
A-502
A-502
M.5 M.1
SUMP PIT,
BEYOND
A-502
A-502
A-502
ELEVATOR
STRUCTURAL BEAM,
SEE STRUCT. DWGS
METAL DECK,
SEE STRUCT. DWGS
ELEVATOR SHAFT
WALLS EXTEND UP TO
UNDERSIDE OF STEEL
DECK AS SHOWN
PLUNGER
GUIDE RAIL
GUIDE RAIL
BRACKET
GUIDE RAIL GUIDE RAIL
BRACKET
GUIDE RAIL
BRACKETGUIDE RAIL
ELEVATOR
CABIN
A-502
TOF
-4'-0"
BEARING ELEV.
48'-0"
5.2 6
MECH. EQUIP.,
SEE MECH. DWGS.
MECH. EQUIP.,
SEE MECH. DWGS.
MECH. EQUIP.,
SEE MECH. DWGS.
MECH. EQUIP.,
SEE MECH. DWGS.
ELEV. EQUIP
100C
ELEVATOR
CORRIDOR
202 STAIR 1
STAIR 1
STAIR 1
CORRIDOR
METAL DECK,
SEE STRUCT. DWGS
STRUCTURAL BEAM,
SEE STRUCT. DWGS
ELEVATOR CABIN
GUIDE RAIL BRACKET
PLUNGER
GUIDE RAIL BRACKET
GUIDE RAIL
GUIDE RAIL
GUIDE RAIL BRACKET
GUIDE RAIL BRACKET
GUIDE RAIL
BEYOND
CONSTRUCT 3-SIDED SOFFIT USING
3-5/8" STL STUD FRAMING AND TYPE X
FIRE RATED GYP BD TO ACHIEVE 2
HOUR RATED CONSTRUCTION AROUND
DRYER DUCT. COORDINATE DRYER
DUCT WITH MECHANICAL DRAWINGS
AND SLAB PENETRATION WITH
STRUCTURAL DRAWINGS.
SUMP PIT
CONTROLLER
OIL
COOLER
8' -2
/4
6'-0"
A-301
M
5.2
A-405
M.5M.1
STAIR 1
201201
ELEVATOR
2K6.E
2K6.E
2K6.E
2K6.E
1H3.A
1H3.A
A-602
GUIDE RAIL
BRACKET
GUIDE RAIL
GUIDE RAIL
GUIDE RAIL
BRACKET
EMERGENCY
CAR TOP EXIST
ELEVATOR
CABIN
1A6
2A6.E
10'-7 1/8" 2'-5 3/8" 1H6
2H6.E
US Army Corps of Engineers ®
SHEET ID
U S
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1/2" = 1'-0"A-111
3 ENLARGED ELEVATOR AND ELEVATOR MACHINE ROOM
3/8" = 1'-0"A-301
2 ELEVATOR SECTION #2
3/8" = 1'-0"A-301
1 ELEVATOR SECTION #1
1/2" = 1'-0"A-121
4 ENLARGED ELEVATOR PLAN (2ND, 3RD & 4TH FLOOR)
ELEVATOR
CABIN
M
AR
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AM
D T
S E P
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2Q R
R
_P la ns -0
8.
M
IN
.0
JOIST SPACING
1250 lb WORKING LOAD 5000 lb ULTIMATE LOAD
(IN ANY DIRECTION)
STEEL PLATE
HSS BRACE
GALV. THREADED
RODMETAL STUD TRUSSES,
COORDINATE WITH STRUCT.
BOTTOM PLATE, HDG
STEEL BASE
PLATE, HDG
3-1/2"Ø GALV.
STEEL STANCHION
3/4" Ø S.S. U-BAR
USE APPROPRIATE BASE TIE-IN
WALL / CURB
CONTINUOUS BEAD OF WATERBLOCK
ALUMINUM COUNTERFLASHING
STANDING SEAM METAL ROOF
MEMBRANE BONDING ADHESIVE
TERMINATION BAR
3" MIN. FACE
FASTENER 12" O.C. MAX.
CONTINUOUS BEAD OF SEALANT
FASTENER 12" O.C. MAX.
Z-CLIP
COUNTER FLASHING TUCKED INTO
MORTAR JOINT
SHEET METAL
RIDGE CAP
TURN PANEL PAN
UP
ZEE CLOSURE
TAPE SEALANT
R-40 RIGID ROOF
INSULATION
SELF-ADHERING
MEMBRANE OVER
ENTIRE ROOF
STEEL DECK
SLOPE SLOPE
PRE-FINISHED ROOF
METAL PANEL
CLEARANCE FOR
THERMAL MOVEMENT
NOTCH AND HEM PANEL
MINIMUM 1"
GUTTER STRAP
SHEET METAL GUTTER.
THE FRONT OF THE
GUTTER SHOULD BE A
MINUMUM 1" LOWER
THAN THE BACK TO
ALLOW OVERFLOW
PRE-FINISHED METAL
FASCIA
SELF-ADHERING
MEMBRANE OVER ENTIRE
ROOF AND DOWN FACE OF
FASCIA
1ST LAYER, SELF-
ADHERING MEMBRANE
EXTEND ON TO ROOF
MINIMUM 4" AND DOWN
FACE OF FASCIA
R-40 RIGID ROOF
INSULATION
STEEL DECK
METAL TRUSS
3 X 3 X 16GA CONT - SEE
STRUCTURAL
BENT PLATE SUBFASCIA -
SEE STRUCTURAL
HAT CHANNELS
ROOF SOFFIT
NOTCH & HEM
PANEL
CLEARANCE
FOR THERMAL
MOVEMENT
SLOPE
PANEL
FASTENER
BUTYL TAPE
PANEL SUPPORT
FASTENER AS REQUIRED
SUBSTRATE
SHEET METAL GUTTER
SLOPE
OTHER RIB
GUTTER BRACKET
AT 30" O.C.;
ALTERNATE WITH
GUTTER STRAP
GUTTER STRAP
AT EVERY
SELF-ADHERING
MEMBRANE OVER ENTIRE
ROOF
R-40 RIGID ROOF
INSULATION
METAL ROOF PANEL
STEEL DECK
SHEET METAL RIDGE CAP
TURN PAN UP ALONG
RIDGE
CONTINUIOUS ZEE SET IN
SEALANT
SLOPE
SLOPE
CROSS MEMBER
STAINLESS STEEL BOLT
AND WASHER
CROSS MEMBER
STANDING SEAM
METAL ROOF
UTILITY CLAMP
STAILESS STEEL SCREW
UTILITY CLAMP
PRE-FINISHED COLOR
STRIP
METAL PANEL
SLOPE
EQUIPMENT SUPPORT
STAND/VENT STACK,
LOCATE A MINIMUM OF 3'-0"
FROM RIDGE/ VALLEY
FLASHING
METAL PANEL
PREFORMED
PENETRATION
FLASHINGS
SEALANT BEAD BETWEEN
PIPE AND FLASHING
TOOLED TO FACILITATE
RUNOFF
STAINLESS STEEL
DRAWBAND
SET SECUREMENT RING IN
CONTINUOUS BEAD OF
SEALANT
GASKETED FASTENERS
SECURE FLASHING COLLAR
FLANGE TO ROOF PANEL
AND NOT TO DECK SO AS
NOT TO FIX PANEL AT
PENETRATION
SELF-ADHERING
MEMBRANE OVER ENTIRE
ROOF
STEEL DECK
R-40 RIGID ROOF INSULATION
SLOPE
PREFINISHED OPEN-FACED METAL
DOWNSPOUT (X4) TO CONCRETE
SPLASH BLOCK
HEAVY DASHED LINE INDICATES SELF-HEALING
AND SELF-ADHERING MEMBRANE OR BUILDING
WRAP ON METAL DECK AS AIR/VAPOR BARRIER
1/2" GLASS MAT SHEATHING, ON CONT. HAT
CHANNELS ON LT. GA. MTL. SOFFIT FRAMING
BRAKE METAL FASICA SYSTEM
WRAPPING P.T. 2x FASCIA BD
CONTINIOUS P.T. WOOD
BLOCKING
PRE-FINISHED METAL SOFFIT PANEL
GUTTER 5"x5" (X4)
STANDING SEAM METAL ROOFING
GUTTER STRAP AT 30"
O.C.
GUTTER BRACKET AT 30"
O.C.; ALTERNATE WITH
GUTTER STRAP
CONTINUOUS PRE-FINISHED
METAL DRIP EDGE
UC-6 CLIP OVER A
BARRING PLATE
ROOF DECKING
A-521
SELF ADHERING WATER
AND ICE GUARD OVER
ENTIRE ROOF SURFACE US Army Corps of Engineers ®
SHEET ID
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Au th or
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1 1/2" = 1'-0"A-511
3 ROOFTOP FALL PROTECTION ANCHOR DETAIL
6" = 1'-0"A-313
4 COUNTERFLASHING & TERMINATOR BAR
M
AR
K D
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C
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AM
D T
S E P
N.T.S.9 CAP FLASHING
N.T.S.5 DOWNSLOPE EDGE METAL WITH GUTTER
N.T.S.A-521
8 EAVE WITH GUTTER FLOATING
N.T.S.A-302
1 RIDGE CAP NON VENTING
N.T.S.6 SNOW GUARD
N.T.S.2 VENT STACK FLASHING
3" = 1'-0"A-311
7 DETAIL - ROOF AND GUTTER
W
2Q R
R
_P la ns -0
FINISHED FLOOR
FINISHED FLOOR
FRAME TYPE A
HOLLOW METAL
FRAME TYPE B
HOLLOW METAL
2" 2"
2"
FRAME TYPE D
ALUMINUM STOREFRONT
SEE SCHEDULE
FRAME TYPE C
ALUMINUM STOREFRONT
8' -8
2" 1'
-0
2" 7'
-2
2"
2" 1'-6" 2" SEE SCHEDULE 2" 1'-6" 2"
DOOR FRAME TYPES
2" 2"
4"
PER SCHEDULEPER SCHEDULE
FRAME TYPE E
HOLLOW METAL
4" 2" 2" 2"
1'-2"
PER SCHEDULE
4"
TYPE F TYPE N TYPE FG
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
7" 4"
2' -1
6" 6"
6"
DOOR TYPES
DOOR ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
MTL METAL
PNT PAINTED
INS INSULATED
ANOD ANNODIZED
GLAZING SCHEDULE
GL-1 EXTERIOR INSULATED GLAZING
UNIT
GL-2 FIRE RATED GLASS (D-H-90 OR
D-H-W-90)
GL-3 TEMPERED SAFETY GLASS
US Army Corps of Engineers ®
SHEET ID
U S
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USACE_DOOR SCHEDULE 1ST FLOOR
DOOR NO.
SINGLE/
PAIR TYPE
DOOR
GLAZING
DOOR
FIRE
RATING
STC
RATI
NG
FRAME
HARDWARE COMMENTS:
SIZE
MATERIAL FINISH
UNDER
CUT TYPE
MATER
IAL FINISH
DETAIL
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
100A PAIR FG 6'-0" 7'-0" 1 3/4" GL-1 INS AL ANOD D AL ANOD 9 11 13 01 HDWR CHANGE AMDT 0003 100B SINGLE FG 3'-0" 7'-0" 1 3/4" GL-1 INS AL ANOD D AL ANOD 9 11 13 03 HDWR CHANGE AMDT 0003
100C SINGLE HH 3'-6" 7'-0" 1 3/4" - HM PNT A HM PNT 2 6 07 HDWR CHANGE AMDT 0003
101 FRAMED
OPENING
- 4'-6" 7'-4" 0" - AL ANOD A AL PNT 4 8 CO
102A PAIR FF 6'-0" 7'-0" 0" GL-1 INS AL ANOD C AL ANOD 2 6 13 02 INS HDWR CHANGE AMDT 0003 102B SINGLE FG 3'-0" 7'-2" 1 3/4" GL-3 HM PNT C AL ANOD 15 16 13 04 HDWR CHANGE AMDT 0003
103 FRAMED
OPENING
- 6'-0" 7'-4" 0" - HM PNT A HM PNT 3 7 CO
105 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 09 HDWR CHANGE AMDT 0003 106 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
107 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
108A SINGLE F 3'-0" 7'-0" 1 3/4" HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 108B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 109 SINGLE F 3'-0" 7'-0" 1 3/4" - INS MTL PNT 90 MIN. E HM PNT 10 12 14 05 INS HDWR CHANGE AMDT 0003
110A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 INS HDWR CHANGE AMDT 0003 110B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 111 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
112 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
113 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 114 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 10 HDWR CHANGE AMDT 0003 115 PAIR FF 6'-0" 7'-0" 0" - INS MTL PNT B HM PNT 10 12 14 06 INS HDWR CHANGE AMDT 0003 116 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
116A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
117 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
117A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
118 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
119 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
120A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 INS HDWR CHANGE AMDT 0003 120B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 121 SINGLE F 3'-0" 7'-0" 1 3/4" - INS MTL PNT 90 MIN. E HM PNT 10 12 14 05 HDWR CHANGE AMDT 0003
122A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 122B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 123 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
124 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
125 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
126A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 11 HDWR CHANGE AMDT 0003 126B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. A HM PNT 4 8 17 PROVIDE SAFETY CHAIN INSIDE DOOR
FRAME, SEE A-612, FTL. 8
GENERAL NOTES - DOORS
1 SEE SHEET A-611 FOR DOOR TYPES AND FRAMES
2 SEE SHEET A-612 TO A- 614 FOR DOOR DETAILS
3 FLOOR, WALL & BASE FINISHES ARE NOT SHOWN, SEE ROOM
FINISHES SCHEDULES SHEET I-601 FOR LOCATION OF THIESE
FINISHES.
4 SEE STRUCTURAL SHEET FOR FOUNDATION &
REINFORCEMENT DETAILS.
5 NOT USED
6 DOOR FRAMES IN MASONRY WALLS SHALL RECEIVE A
COATING OF BITUMINUOUS PAINT INSIDE THE FRAME AND
SHALL HAVE THE JAMBS GROUTED SOLID.
7 GLASS TYPES AS PER SPEC. SECTION 08 81 00.
8 EXTERIOR INSULATED DOOR SHALL BE PROVIDE WITH
WEATHERSTRIP GASKETING FOR AIR LEAKAGE CONTROL.
9 STANDARD HARDWARE FOR THIS DOOR BY DOOR
MANUFACTURER.
10 SEE SPEC. 08 71 00 FOR HARDWARE SETS.
USACE_DOOR SCHEDULE 2ND FLOOR
DOOR NO.
SINGLE/
PAIR TYPE
DOOR
GLAZING
DOOR
FIRE
RATING
STC
RATING
FRAME
HARDWARE COMMENTS:
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAIL
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
201 SINGLE N 3'-0" 7'-0" 1 3/4" GL-2 HM PNT - 90 MIN. A HM PNT 4 8 15 HDWR CHANGE AMDT 0003
205 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 09 HDWR CHANGE AMDT 0003
206 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 207 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 44 A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
208A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 208B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 210A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 210B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 211 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
212 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
213 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 214 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 10 HDWR CHANGE AMDT 0003
215A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 215B PAIR FF 6'-0" 7'-0" 0" - HM PNT B HM PNT 10 12 14 06 INS HDWR CHANGE AMDT 0003 216 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
216A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
217 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
217A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
218 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
219 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
220A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 220B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 222A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 222B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 44 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 223 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
224 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
225 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 44 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 226 SINGLE F 3'-0" 7'-0" 1 3/4" HM PNT 20 MIN. A HM PNT 3 7 16 HDWR CHANGE AMDT 0003
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DOOR ABBREVIATIONS
AL ALUMINUM
HM HOLLOW METAL
MTL METAL
PNT PAINTED
INS INSULATED
ANOD ANNODIZED
TYPE F TYPE N TYPE FG
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
SE
E
SC
H
ED
U
LE
SEE SCHEDULE
7" 4"
2' -1
6" 6"
6"
DOOR TYPES
FINISHED FLOOR
FINISHED FLOOR
FRAME TYPE A
HOLLOW METAL
FRAME TYPE B
HOLLOW METAL
2" 2"
2"
FRAME TYPE D
ALUMINUM STOREFRONT
SEE SCHEDULE
FRAME TYPE C
ALUMINUM STOREFRONT
8' -8
2" 1'
-0
2" 7'
-2
2"
2" 1'-6" 2" SEE SCHEDULE 2" 1'-6" 2"
DOOR FRAME TYPES
2" 2"
4"
PER SCHEDULEPER SCHEDULE
FRAME TYPE E
HOLLOW METAL
4" 2" 2" 2"
1'-2"
PER SCHEDULE
4"
GLAZING SCHEDULE
GL-1 EXTERIOR INSULATED GLAZING
UNIT
GL-2 FIRE RATED GLASS (D-H-90 OR
D-H-W-90)
GL-3 TEMPERED SAFETY GLASS
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
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IN
EE
R
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D R
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N
B Y:
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B
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SU
BM
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D B
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SI
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C H
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D B
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AN
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E D
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C O
N
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AC
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N O
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AT
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N N
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AW
IN
G C
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2 3 4 5 6 7 8 9 10
F
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A
AP
PR
JU
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CERTIFIED FINAL
PN
F Y2
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9/11/2020 2:34:06 PM
C:\Users\h2eddrah\Documents\476377_Revit2018_A_TTB_h2eddrah.rvt
A-611
TTB
D O
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GENERAL NOTES - DOORS
1 SEE SHEET A-611 FOR DOOR TYPES AND FRAMES
2 SEE SHEET A-612 TO A- 614 FOR DOOR DETAILS
3 FLOOR, WALL & BASE FINISHES ARE NOT SHOWN, SEE ROOM
FINISHES SCHEDULES SHEET I-601 FOR LOCATION OF THIESE
FINISHES.
4 SEE STRUCTURAL SHEET FOR FOUNDATION &
REINFORCEMENT DETAILS.
5 NOT USED
6 DOOR FRAMES IN MASONRY WALLS SHALL RECEIVE A
COATING OF BITUMINUOUS PAINT INSIDE THE FRAME AND
SHALL HAVE THE JAMBS GROUTED SOLID.
7 GLASS TYPES AS PER SPEC. SECTION 08 81 00.
8 EXTERIOR INSULATED DOOR SHALL BE PROVIDE WITH
WEATHERSTRIP GASKETING FOR AIR LEAKAGE CONTROL.
9 STANDARD HARDWARE FOR THIS DOOR BY DOOR
MANUFACTURER.
10 SEE SPEC. 08 71 00 FOR HARDWARE SETS.
USACE_DOOR SCHEDULE 3RD FLOOR
DOOR NO.
SINGLE/
PAIR TYPE
DOOR
GLAZING
DOOR
FIRE
RATING
STC
RATING
FRAME
HARDWARE COMMENTS:
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAIL
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
301 SINGLE N 3'-0" 7'-0" 1 3/4" GL-2 HM PNT 90 MIN. A HM PNT 4 8 15 HDWR CHANGE AMDT 0003
305 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 09 HDWR CHANGE AMDT 0003
306 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
307 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
308A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 308B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 310A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 310B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 311 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
312 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
313 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 314 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 10 HDWR CHANGE AMDT 0003
315A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 315B PAIR FF 6'-0" 7'-0" 0" - INS MTL PNT B HM PNT 10 12 14 06 INS HDWR CHANGE AMDT 0003 316 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
316A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
317 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
317A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
318 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
319 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
320A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 320B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 322A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 322B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 323 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
324 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
325 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 326 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 16 HDWR CHANGE AMDT 0003
USACE_DOOR SCHEDULE 4TH FLOOR
DOOR NO.
SINGLE/
PAIR TYPE
DOOR
GLAZING
DOOR
FIRE
RATING
STC
RATING
FRAME
HARDWARE COMMENTS:
SIZE
MATERIAL FINISH
UNDER
CUT TYPE MATERIAL FINISH
DETAIL
WIDTH HEIGHT THICKNESS HEAD JAMB SILL
401 SINGLE N 3'-0" 7'-0" 1 3/4" GL-2 HM PNT 90 MIN. A HM PNT 4 8 15 HDWR CHANGE AMDT 0003
405 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 09 HDWR CHANGE AMDT 0003
406 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
407 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
408A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 408B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 410A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 410B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 411 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
412 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
413 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 414 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 10 HDWR CHANGE AMDT 0003
415A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 415B PAIR FF 6'-0" 7'-0" 0" - INS MTL PNT B HM PNT 10 12 14 06 HDWR CHANGE AMDT 0003 415C SINGLE F 2'-4" 7'-0" 1 3/4" - INS MTL PNT 90 MIN. A HM PNT 1 5 10 SEE SHEET A-511 FOR DOOR LOCATIONS
HWDR CHANGE AMDT 0003
416 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
416A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
417 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 13 HDWR CHANGE AMDT 0003
417A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 1 5 12 HDWR CHANGE AMDT 0003
418 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 11 HDWR CHANGE AMDT 0003
419 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
420A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 420B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 422A SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 3 7 18 HDWR CHANGE AMDT 0003 422B SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 90 MIN. 50 A HM PNT 3 7 17 HDWR CHANGE AMDT 0003 423 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 1 5 07 HDWR CHANGE AMDT 0003
424 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT A HM PNT 3 7 14 HDWR CHANGE AMDT 0003
425 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. 50 A HM PNT 1 5 11 HDWR CHANGE AMDT 0003 426 SINGLE F 3'-0" 7'-0" 1 3/4" - HM PNT 20 MIN. A HM PNT 3 7 16 HDWR CHANGE AMDT 0003
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SENSORS, ACTUATORS
COMMUNICATING
OVER
THE NETWORK
HARDWIRED BINARY
AND ANALOG INPUTS
AND OUTPUTS TO
SENSORS, ACTUATORS,
CONTACTS, RELAYS,
ETC.
HVAC CONTROL NETWORK SCHEMATIC
LOCAL DIRECT DIGITAL CONTROL SYSTEM
OWS
COMMUNICATION PORT
ADJACENT
TO NAC FOR CONNECTING
LAPTOP SERVICE TOOL
NAC
BACNET ETHERNET
OR BACNET MS/TP (RS-485).
INTEROPERABLE DIGITAL
CONTROLLERS
(IDC) (ASC OR PCU):
- AHU CONTROLLERS
- VAV BOX CONTROLLERS
- VARIABLE FREQUENCY DRIVES
- BOILER CONTROLLER
- MISC. EQUIP. CONTROLLERS
- OTHER CONTROLLERS
- I/O MODULES
- METERS
LOCAL
OPERATOR'S
WORKSTATION
(INCLUDES COMPUTER
W/MONITOR, PRINTER,
AND EXTERNAL HARD DRIVE)
NETWORK AREA CONTROLLER FOR
SUPERVISORY CONTROL
(ALARMING, TRENDING, SCHEDULING, ETC.)
NOTE:
THE SCHEMATIC SHOWN IS CONCEPTUAL AND SHOWS
RELATIVE ORIENTATION AND ARRANGEMENT OF THE
CONTROL SYSTEM COMPONENTS. THE CONTRACTOR
SHALL SUBMIT A DETAILED NETWORK SCHEMATIC SHOWING
ALL OF THE ACTUAL CONTROLLERS AND DEVICES, WITH
MODEL NUMBERS TO BE USED.
US Army Corps of Engineers ®
SHEET ID
U S
AR
M
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O R
PS
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F
EN
G
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D R
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B Y:
D
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B
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SU
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D B
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AN
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D R
AW
IN
G C
O D
E:
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2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
AP
PR
JU
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CERTIFIED FINAL
PN
F Y2
0, P
TR
AN
SI
EN
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TR
AI
N
IN
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C:\Users\h2eddkbp\Documents\476377_Revit2018_M_TTB_h2eddkbp.rvt
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