PN79439-2_Drawings_RTA_Vol2of3_Aug-2022 (LOCKED).pdf
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- Solicitation number
- W912PM22R0012
About this file
This document provides details on a federal contract opportunity for construction services. The Army Corps of Engineers, Wilmington District is seeking to issue a solicitation for the construction of an Advanced Skills Training Facility Annex and HAZMAT Facilities at Fort Bragg, North Carolina. The contractor will be responsible for construction of a single story administrative offices, classrooms, conference room, lounge area, instructional lab classrooms, ADA compliant restrooms for both students and cadre as well as locker rooms and showers, storage and supply space totaling approximately 24,500 square feet. An additional separate refurbished Hazardous Material Storage building containing approximately 1,200 square feet of enclosed area and 350 square feet of open storage area is also included in the scope of work. The facilities are to be designed and constructed to a minimum life of 40 years in accordance with DoD's Unified Facilities Criteria and will include sustainable features to comply with LEED Silver standards.
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PN79439.2 SOF ADVANCED SKILLS TRAINING FACILITY ANNEX
AND HAZMAT FACILITIES
FORT BRAGG, NORTH CAROLINA
RTA SET
CONTRACT NO.: W912PM22XXXX
SOLICITATION NO: W912PM22R0012
ISSUE DATE: AUGUST 2022
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CONTRACT NO.:
ISSUE DATE:
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CHICAGO, IL 60601
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CONTROLLED UNCLASSIFIED INFORMATION (CUI)
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
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W912PM22R0012
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CONTROLLED BY: USASOC
CONTROLLED BY: USACE SAW
CUI CATEGORYl CONTRACT
DISTRIBUTION STATEMENT D
POC: USACE FOIA (foia-saw@usace.army.mil)
DESIGNATION INDICATOR BLOCK
FORT BRAGG, NORTH CAROLINA
FY22 PN 79439.2, SOF TECHNICAL SUPPORT TRAINING
ANNEX & HAZMAT STORAGE BUILDING,
YARBOROUGH COMPLEX, FORT BRAGG, NC
VOLUME 2 OF 3
ARCHITECTURE, INTERIOR DESIGN, FIRE
PROTECTION, & PLUMBING
08.02.2022
8/3/2022
US Army Corps of Engineers ®
SHEET ID
U S
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2 3 4 5
G-004
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SHEET
NUMBER
SHEET NAME
PLUMBING
P-001 SYMBOLS & ABBREVIATIONS
PL101 OVERALL FLOOR PLAN (WATER)
PL102 OVERALL UNDER FLOOR PLAN (SANITARY)
PL103 OVERALL ABOVE FLOOR PLAN (SANITARY)
PL104 OVERALL FLOOR PLAN (COMPRESSED AIR)
PL401 ENLARGED PLANS (WATER)
PL402 ENLARGED PLANS (SANITARY)
PL403 ENLARGED PLANS (SANITARY)
PL501 DETAILS I
PL502 DETAILS II
PL503 DETAILS III
PL504 DETAILS IV
PL505 DETAILS V
PL601 SCHEDULES
PL602 SCHEDULES
PL901 ISOMETRIC DIAGRAM - SANITARY
PL902 ISOMETRIC DIAGRAM - VENT
PL903 ISOMETRIC DIAGRAM - SANITARY
PL904 ISOMETRIC DIAGRAM - VENT
PL905 ISOMETRIC DIAGRAM - WATER
PL906 ISOMETRIC DIAGRAM - WATER
PL907 ISOMETRIC DIAGRAM - COMPRESSED AIR
SHEET
NUMBER
SHEET NAME
GENERAL
G-003 COVER SHEET - VOLUME 2 OF 3
G-004 INDEX OF DRAWINGS - VOLUME 2 OF 3
GI002 ABBREVIATIONS & SYMBOLS
ARCHITECTURAL
A-101 FLOOR PLAN - OVERALL
A-102 FLOOR PLAN - AREA A
A-103 FLOOR PLAN - AREA B
A-104 REFLECTED CEILING PLAN
A-105 REFLECTED CEILING PLAN A
A-106 REFLECTED CEILING PLAN B
A-107 ROOF PLAN
A-201 EXTERIOR ELEVATIONS
A-202 EXTERIOR ELEVATIONS
A-301 BUILDING SECTIONS
A-302 BUILDING SECTIONS
A-303 WALL SECTIONS
A-304 CONSTRUCTION DETAILS
A-305 CONSTRUCTION DETAILS
A-401 ENLARGED PLANS & INTERIOR ELEVATIONS
A-402 INTERIOR ELEVATIONS
A-403 INTERIOR ELEVATIONS
A-404 INTERIOR ELEVATIONS
A-405 INTERIOR DETAILS
A-406 INTERIOR DETAILS
A-407 EQUIPMENT LAYOUT PLAN
A-501 PARTITION TYPES
A-502 PARTITION TYPES
A-503 ROOF DETAILS
A-504 ROOF DETAILS
A-505 ROOF DETAILS
A-601 DOOR SCHEDULE AND DOOR & FRAME TYPES
A-602 DOOR DETAILS I
A-603 DOOR DETAILS II
A-604 DOOR DETAILS III
A-605 WINDOW TYPES AND DETAILS
A-606 LOUVER DETAILS
A-800 HAZMAT BLDG
A-801 AIR BARRIER LIMITS
A-802 AIR BARRIER LIMITS
INTERIOR DESIGN
IF101 COMPOSITE FURNITURE, FIXTURES & EQUIPMENT PLAN
IF102 FURNITURE, FIXTURES & EQUIPMENT PLAN - PART A
IF103 FURNITURE, FIXTURES & EQUIPMENT PLAN - PART B
IF401 ENLARGED FF&E PLANS & LEGEND
IF501 INTERIOR DETAILS
IG501 SIGNAGE SCHEDULE & DETAILS
IG601 SIGNAGE TYPICALS 1
IG602 SIGNAGE TYPICALS 2
IG603 SIGNAGE TYPICALS 3
IG604 SIGNAGE TYPICALS 4
IG605 SIGNAGE TYPICALS 5
IG606 SIGNAGE TYPICALS 6
IN101 FINISH PLAN - PART A
IN102 FINISH PLAN - PART B
IN501 ROOM FINISH SCHEDULE & DETAILS
IN601 FINISH LEGEND
FIRE PROTECTION
FA001 FIRE ALARM GENERAL NOTES AND DETAILS
FA101 FIRE ALARM AND MNS PLAN - AREA A
FA102 FIRE ALARM AND MNS PLAN - AREA B AND C
FA600 FIRE ALARM AND MASS NOTIFICATION SYSTEM MATRIX
FA601 FIRE ALARM AND MASS NOTIFICATION RISER DIAGRAM
FX001 FIRE PROTECTION LEGEND AND GENERAL NOTES
FX101 FIRE SPRINKLER FLOOR PLAN - AREA A
FX102 FIRE SPRINKLER FLOOR PLAN - AREA B
FX601 FIRE PROTECTION DETAILS I
FX602 FIRE PROTECTION DETAILS II
FX603 FIRE PROTECTION DETAILS III
08.02.2022
R E
F
A-201
A-202 1
A-202
A-2011
A-301
A-301
A-302
A-302
EMERG.
WASH
CAGE STORAGE
NIPR ROOM
A110
RAISED PLATFORM RAISED PLATFORM
RAISED FLOOR
VEHICLE
ELECTRONIC
TRAINING BAYS
A113
PSC CLASSROOM
A106
ROLL UP DOOR
STUDENT
WOMENS
TOILET/SHOWER
A108
STUDENT MENS
TOILET/SHOWER
A109
12'-0" 4'-4" 12'-0" 4'-0" 12'-0" 4'-0" 12'-0" 4'-0" 12'-0"
55'-6" 8'-0" 75'-5"
/2
/2
BREAKROOM
A101
ESS TR
A137
JAN.
A136
STORAGE
A134
RECYC.
A135CADRE MENS
TOILET
A133
CADRE WOMENS
TOILET
A132
STOR.
A139
PSC/TSC CADRE
OFFICES
A127
CHIEF/NCOIC
OFFICE
A126
TSC/PSC NCOIC
OFFICE
A125
LEAD
CONTRACTOR
OFFICE
A124
CONFERENCE
A121
STOR.
A122 A/V
A123
PHOTO STOR.
A114
PROTOTYPE
ROOM
A118
CNC SHOP
A117LAB STOR
A119
ELECT. RM 2
A120
FABRICATION
SHOP
A116
SCENARIO ROOM
A115
TSC STORAGE
A128
PSC STOR.
A129
MECHANICAL
A130
ELECTRICAL
ROOM
A131
/4
/2
5'-2" 138'-11"
VESTIBULE
A100
CORRIDOR
A102
GARAGE
TRAINING
A141
TSC CLASSROOM
A103
3'-9"
" 3
/2
/2
6'-4" 16'-4"
/4
/2
13'-10 3/8"
12'-10 5/8"
STOR.
A138
SIPR
A112
A-404 2 A-404
22'-4"
VCT ON FLOOR
AND PLATFORM
VEHICLE
LIFTS.
SEE NOTE
1 2 3 4
A A
B
C
B.5
C.8
D D
B.2
B.1
C.4
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ MCJ MCJ
MCJ
MCJ
MCJ
MCJ
MCJ
MCJ MCJ MCJ
MCJ MCJ
MCJ
27'-8" 6'-0" 11'-10"
6'-0"
4'-0" 22'-3" 6'-0" 5'-6" 6'-0" 5'-6" 6'-0" 24'-2"
26'-9" 96'-8" 38'-6 1/2"
11'-7"
102'-5" 34'-3"
161'-11 1/2"
26'-9"
163'-5"
/4
/4
TRENCH DRAIN
9 1/4"
/4
8 3/4" 4'-11 3/4"
8 1/4"
19'-4"
/4
EQUIPMENT PAD &
CHAIN LINK FENCE W/ (4)
4'-0" GATES, SEE CIVIL
AND MECH. DWGS
EQUIPMENT PADS &
CHAIN LINK FENCE W/ (2)
4'-0" GATES & (2) 6'-0"
GATES, SEE CIVIL, MECH
AND ELEC. DWGS
1'-11 1/2" 3'-4"
SCISSOR
LIFT
US Army Corps of Engineers ®
SHEET ID
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PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
C B
A
KEYPLAN
NTS
KEYPLAN
NTS
2 3 4 5
A-101
A R
C H
IT
E
C T
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A L
F O
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B R
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G N
C W
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IN
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A R
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IN
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A V
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IN
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J U
N G
J
J U
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K S
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P
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IN
N I
A U
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W P
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A D
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O A
D V
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T
IS
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S O
F T
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H N
IC
A
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U P
P O
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T R
A
IN
IN
G
A N
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F L
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L A
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A L L
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3/32" = 1'-0"1
FIRST FLOOR PLAN - OVERALL
1. REFERENCE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.
2. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF
BRICK / MASONRY, FACE OF STUD, OR COLUMN
CENTERLINES - UNLESS NOTED OTHERWISE.
3. SEE CIVIL DRAWINGS FOR FINISH FLOOR AND FINISH
GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS FOR
FOUNDATION PLANS AND FLOOR SLABS. SLOPE ALL
EXTERIOR SLABS AWAY FROM BUILDING FACE. SLOPE
INTERIOR SLABS TO FLOOR DRAINS.
4. SEE MECHANICAL DRAWINGS FOR LOCATION OF ALL
MECHANICAL EQUIPMENT. COORDINATE WITH
MECHANICAL AND STRUCTURAL FOR EXACT LOCATION AND
SIZES OF REQUIRED REINFORCED CONCRETE EQUIPMENT
PADS, TYPICAL.
5. PROVIDE A RECESSED WALL MOUNTED KEY VAULT FOR
FIRE DEPARTMENT USE. LOCATE AT BUILDING EXTERIOR
ADJACENT TO MAIN ENTRANCE. REFER TO "KB" (KNOX BOX)
ON SHEET A-102 FOR PROPOSED LOCATION. COORDINATE
PURCHASE THROUGH THE INSTALLATION FIRE
DEPARTMENT.
6. SEE SHEET A-801 & A-802 FOR LIMITS OF AIR BARRIER
SYSTEM TEST AREA.
7. VEHICLE LIFTS ARE NIC.
8. MCJ : PROVIDE MASONRY (CMU) CONTROL JOINT, REFER
TO STRUCT. DRAWINGS FOR DETAILS. FOR CONTROL
JOINT/EXPANSION JOINT OF EXTERIOR WALL ASSEMBLY,
REFER TO EXTERIOR ELEVATIONS ON SHEET A-201 & A-202.
9. HATCHED AREA BELOW IS A CONTROLLED ACCESS AREA
WITH A PROTECTED DISTRIBUTION SYSTEM IN COMPLIANCE
WITH CNASSM 7003. INTEGRATED COMMERCIAL INTRUSION
DETECTION SYSTEM (ICIDS) IS REQUIRED AT DOORS 102A,
102B, 113F, 141A, 115B, 115C, 116C & 118B. REFER TO
TELECOMMUNICATIONS AND ELECTRONIC SECURITY
SYSTEM DRAWINGS FOR REQUIREMENTS. ICIDS IS NIC IN
BASE BID; REFER TO OPTIONAL BID ITEM SCHEDULE.
GENERAL NOTES
GROSS BUILDING AREA
FIRST FLOOR AREA: 24,023 GSF
ENTRY CANOPY(46 GSF @ 1/2 SCOPE) 23 GSF
TOTAL: 24,046 GSF
* NOTE: PER UFC 3-101-01 C3, 2-2 BUILDING AREA
CALCULATIONS, EXTERIOR CANOPIES COUNTED AS
ONE-HALF OF THE ACTUAL GROSS AREA.
SCALE: 3/32"=1'-0"
816 16
1" = 50'-0"
CONTROLLED ACCESS AREA
R E
F
NIPR ROOM
A110
RAISED PLATFORM RAISED PLATFORM
RAISED FLOOR RAISED FLOOR
PSC CLASSROOM
A106
A-303
A-303
A-301
A-301
A-302
A-302
BREAKROOM
A101
ESS TR
A137
JAN.
A136
STORAGE
A134
RECYC.
A135
CADRE MENS
TOILET
A133
CADRE WOMENS
TOILET
A132
STOR.
A139
PSC/TSC CADRE
OFFICES
A127
CHIEF/NCOIC
OFFICE
A126
TSC/PSC NCOIC
OFFICE
A125
LEAD
CONTRACTOR
OFFICE
A124
CONFERENCE
A121
STOR.
A122
A/V
A123
PHOTO STOR.
A114
PROTOTYPE
ROOM
A118
CNC SHOP
A117LAB STOR
A119
ELECT. RM 2
A120
FABRICATION
SHOP
A116
MECHANICAL
A130
ELECTRICAL
ROOM
A131
A-401
VESTIBULE
A100
CORRIDOR
A102
TSC CLASSROOM
A103
STOR.
A138
SIPR
A112
MATCHLINE SEE A-103
MATCHLINE SEE A-102
ICE MAKER
A-401
M B
M B
M B
VCT ON FLOOR
AND PLATFORM
MB
M B
M B
MBMB
M B
BB
M B
11B
11B
11B
19B
19B
19A
102A
127A
136137
124125126
103A
116A
103B
116B
116C
102B
130A
106B
106A
133 134
118A
118B
AA A AA
B
B
11B
(2
C S
(2
S
36'X10'
KB
6B
22B
EMERG.
WASH/
SHOWER
1 2 3 4
A
B
C
B.5
B.2
B.1
C.4
/4
1'-8 3/8" 15'-10" 9'-11 3/8"
5'-6 3/4"
12'-1" 14'-3 1/4"
6'-3 7/8"
82'-0 1/8" 7'-4 3/8" 8'-4 1/4" 5'-5 1/8" 23'-9 1/2"
1'-8 3/8"
10'-6 1/2" 3'-7 3/4" 49'-1 1/8" 5'-0 1/4"
4'-9 5/8"
5'-5 1/8"
3'-0 1/4"
20'-9 1/4"
26'-9"
6'-0 3/4"
15'-8 1/2" 17'-0" 16'-7 5/8" 4'-8" 24'-3 1/2" 4'-9 5/8" 5'-6 3/4"
38'-6 1/2" 1'-8 3/8"1'-8 3/8"
5'-9 1/2"
/8
/4
/4
/4
/8
/8
A-202 1
A-2011
A-201
19B22
C L E
A R
1'-0"
3'-0"
1'-0"
TYP.
6'-1 1/2"
T Y
P
6C
16B22B 127B
W/OUT WALL TYPE #5
ABOVE CEILING
MB
115A
19A
19B
FEC
FECFEC
FEC FEC
FEB
FEB
FEB
FEB
FEB
F E C
1'-4 3/8" 21'-7 3/8" 16'-11 7/8"
3'-3 5/8"
10'-10 3/8"
1'-4 3/8"
8'-0" 1'-4 3/8"
7'-2 3/8"
11'-5 5/8" 11'-5 5/8" 11'-5" 5'-3 3/8"
13'-9 1/4" 12'-11 3/4"6
/8
20'-3 5/8" 1'-4 3/8"
CORRIDOR
A143
B D
A-405
FOLDING PARTITION
C L
E A
R
G R
ID
B
T
O
G
R
ID
C
C L E
A R
/8
/4
/2
/2
/2
/4
/8
/8
/4
2'-0" 4"
4" 2'-0"
2'-0" 4"
1'-8" 3'-5"
5'-5"
EQUIPMENT
PAD & CHAIN
LINK FENCE
W/ (4) 4'-0"
GATES, SEE
CIVIL & MECH
DWGS
EQUIPMENT
PAD & CHAIN
LINK FENCE
W/ (4) 4'-0"
GATES, SEE
CIVIL & MECH
DWGS
RM
F A
A P
L E
A R
3B
11C
5'-4" 2'-9"
SHELVING UNIT, SEE SHEET
NOTE 1 ON A-103, TYP.
SHELVING UNIT, SEE SHEET
NOTE 1 ON A-103, TYP.
C L E
A R
EQ. EQ.
12'-5"
AIR
COMPRESSOR
130B
2-HR RATED WALL
1-HR RATED WALL
SMOKE PARTITION
NON-RATED WALL
REFER TO SHEET LS100 FOR FIRE RATING
OF INTERIOR CMU AND PARTITION WALL
WINDOW TAG - SEE SHEET A-605 FOR WINDOW
TYPES
WALL TAG - SEE SHEETS A-501 & A-502
101 DOOR TAG - SEE SHEET A-601 FOR DOOR TYPES
DS DOWNSPOUT - SEE SHEET A-503
EWC ELECTRIC WATER COOLER W/ BOTTLE FILLER
FEB FIRE EXTINGUISHER BRACKET
- WALL MOUNTED - TOP @ 5'-0" AFF
- FIRE EXTINGUISHER TO BE 2A:10B:C
- FIRE EXT. BOTTLES - NIC (NOT IN CONTRACT) IN BASE BID;
OPTIONAL BID ITEM (FF&E PURCHASE AND INSTALLATION)
BB BULLETIN BOARD - SEE SHEET A-406 FOR DETAILS
MB MARKER BOARD - SEE SHEET A-406 FOR DETAILS
CG CORNER GUARD SEE SHEET A-406 FOR DETAILS
BD 3'-0"W X 6'-0"H RECESSED BUILDING DIRECTORY
FEC FIRE EXTINGUISHER CABINET - SEE SHEET A-405
FOR TYPICAL DETAILS
RM RECESSED FLOOR MAT - SEE SHEET A-405
V
VENDING MACHINE BY OWNER COORDINATED
W/ELECTRICAL
CS
WALL RECESSED CELL PHONE STORAGE LOCKER, 5
UNITS HIGH X 5 UNITS WIDE (25 EA.) x 5" DEEP -
ALUMINUM, FRONT LOADING WITH RESETTABLE
COMBINATION LOCKS
RAISED ACCESS FLOORING SYSTEM (RAF)
SEMI-RECESSED MOUNTED AUTOMATED EXTERNAL
DEFIBRILLATOR. PROJECTION FROM FINISH FACE OF GYP. BD.
SHALL NOT BE MORE THAN 4" PER ABA 307.2 PROTRUSION
LIMITS.
AED
KNOX BOXKB
FIRE ALARM ANNUCIATOR PANELFAAP
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-102
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
F L
O O
R P
L A
N
A R
E A
A
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"1
FIRST FLOOR PLAN - AREA A
164 8268
SCALE: 1/8"=1'-0"
1. REFERENCE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.
2. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF
BRICK / MASONRY, FACE OF STUD, OR COLUMN
CENTERLINES - UNLESS NOTED OTHERWISE.
3. SEE CIVIL DRAWINGS FOR FINISH FLOOR AND FINISH
GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS FOR
FOUNDATION PLANS AND FLOOR SLABS. SLOPE ALL
EXTERIOR SLABS AWAY FROM BUILDING FACE. SLOPE
INTERIOR SLABS TO FLOOR DRAINS.
4. SEE MECHANICAL DRAWINGS FOR LOCATION OF ALL
MECHANICAL EQUIPMENT. COORDINATE WITH
MECHANICAL AND STRUCTURAL FOR EXACT LOCATION
AND SIZES OF REQUIRED REINFORCED CONCRETE
EQUIPMENT PADS, TYPICAL.
5. PROVIDE A RECESSED WALL MOUNTED KEY VAULT
FOR FIRE DEPARTMENT USE. LOCATE AT BUILDING
EXTERIOR ADJACENT TO MAIN ENTRANCE, REFER TO
"KB". COORDINATE PURCHASE THROUGH THE
INSTALLATION FIRE DEPARTMENT.
6. PENETRATIONS THROUGH FIRE RATED ASSEMBLIES
SHALL UTILIZE AN APPROVED THROUGH PENETRATION
PROTECTION SYSTEM TO MAINTAIN SMOKE BARRIER AND
FIRE RATING REQUIREMENTS.
7. SEE SHEET A-801 & A-802 FOR LIMITS OF AIR BARRIER
SYSTEM TEST AREA.
8. SEE SHEET A-407 FOR EQUIPMENT PLAN & SCHEDULE.
SEE SHEETS IF101 TO IF401 FOR FF&E PLAN & SCHEDULE.
GENERAL NOTES
LEGEND
SHEET NOTES
1. FOR MILLWORK IN A101 BREAKROOM, REFER TO
SHEET IF501 FOR ELEVATION AND SECTION DETAILS.
EMERG.
WASH/
SHOWER
CAGE STORAGE
CAGE
STORAG
E
RAISED PLATFORM RAISED PLATFORM
VEHICLE
ELECTRONIC
TRAINING BAYS
A113
ROLL UP
DOOR
12'X14'
STUDENT
WOMENS
TOILET/SHOWER
A108
STUDENT MENS
TOILET/SHOWER
A109
A-401
A-303
A-301
A-301
A-302
A-302
FABRICATION
SHOP
A116
SCENARIO ROOM
A115
TSC STORAGE
A128
PSC STOR.
A129
GARAGE
TRAINING
A141
113D113C113B113A113E
129 128
MATCHLINE SEE A-103
MATCHLINE SEE A-102
A-404 2 A-404
A-305
141B
VCT ON FLOOR
AND PLATFORM
MB
103B
116B
115B
116C
115C
113D113C113B113A113E
113G
113F
129 128
108 109
141A
102B
106B
141B
ACCESS
LADDER
6B
EMERG.
WASH/
SHOWER
1 2 3 4
C
C.8
D
C.4
26'-9"
6'-0 3/4"
15'-8 1/2" 17'-0" 16'-7 5/8" 4'-8" 24'-3 1/2" 4'-9 5/8" 5'-6 3/4"
38'-6 1/2" 1'-8 3/8"1'-8 3/8"
1'-8 3/8"
79'-10 7/8" 20'-1" 33'-3 3/8" 1'-8 3/8"
18'-3"10'-4" 4'-2"
C L E
A R
D O
O R
C
BOLLARD, SEE 6/A-304 AND
STRUCT. DWGS
C
115A
/8
/4
FEB
FEB
FEB
FEB
FEB
AED
/8
W/OUT FURRING
WALL INSIDE
BBBB
/8
TRENCH DRAIN, SEE
PLUMBING, STRUCT. AND CIVIL
DWGS
4'-3"
C L
E A
R
2'-0" 4"
4" 2'-0"
2'-0" 4"
W/OUT FURRING
WALL INSIDE
1'-8" 3'-5"
5'-5"
EQUIPMENT
PAD & CHAIN
LINK FENCE
W/ (4) 4'-0"
GATES, SEE
CIVIL & MECH
DWGS
3'-0" 7'-9"
5'-5"
5'-10" 3'-6"
CHAIN LINK FENCE,
SEE CIVIL
DRAWINGS
EQUIPMENT
PAD & CHAIN
LINK FENCE
W/ (4) 4'-0"
GATES, SEE
CIVIL & MECH
DWGS
DIMS TO CENTERLINE OF
BOLLARDS, TYP.
SHELVING
UNIT, SEE
SHEET NOTE 1,
TYP.
C L E
A R
12'-5"
AIR
COMPRESSOR
130B
STATIONARY
SCISSOR LIFT,
SEE SHEET
NOTE 2
1'-0" 7'-0"
EQUPMENT PADS,
SEE CIVIL, MECH &
ELEC DRAWINGS
2'-0" 25'-6"(2) 6'-0"
GATES
(2) 4'-0" GATES
BOLLARD,
TYP. OF 3,
SEE CIVIL
DRAWINGS
WINDOW TAG - SEE SHEET A-605 FOR WINDOW
TYPES
WALL TAG - SEE SHEETS A-501 & A-502
101 DOOR TAG - SEE SHEET A-601 FOR DOOR TYPES
DS DOWNSPOUT - SEE SHEET A-503
EWC ELECTRIC WATER COOLER W/ BOTTLE FILLER
FEB FIRE EXTINGUISHER BRACKET
- WALL MOUNTED - TOP @ 5'-0" AFF
- FIRE EXTINGUISHER TO BE 2A:10B:C
- FIRE EXT. BOTTLES - NIC (NOT IN CONTRACT) IN BASE BID;
OPTIONAL BID ITEM (FF&E PURCHASE AND INSTALLATION)
BB BULLETIN BOARD - SEE SHEET A-406 FOR DETAILS
MB MARKER BOARD - SEE SHEET A-406 FOR DETAILS
CG CORNER GUARD SEE SHEET A-406 FOR DETAILS
BD 3'-0"W X 6'-0"H RECESSED BUILDING DIRECTORY
FEC FIRE EXTINGUISHER CABINET - SEE SHEET A-405
FOR TYPICAL DETAILS
RM RECESSED FLOOR MAT - SEE SHEET A-405
V
VENDING MACHINE BY OWNER COORDINATED
W/ELECTRICAL
CS
WALL RECESSED CELL PHONE STORAGE LOCKER, 5
UNITS HIGH X 5 UNITS WIDE (25 EA.) x 5" DEEP -
ALUMINUM, FRONT LOADING WITH RESETTABLE
COMBINATION LOCKS
RAISED ACCESS FLOORING SYSTEM (RAF)
SEMI-RECESSED MOUNTED AUTOMATED EXTERNAL
DEFIBRILLATOR. PROJECTION FROM FINISH FACE OF GYP. BD.
SHALL NOT BE MORE THAN 4" PER ABA 307.2 PROTRUSION
LIMITS.
AED
KNOX BOXKB
FIRE ALARM ANNUCIATOR PANELFAAP
2-HR RATED WALL
1-HR RATED WALL
SMOKE PARTITION
NON-RATED WALL
REFER TO SHEET LS100 FOR FIRE RATING
OF INTERIOR CMU AND PARTITION WALL
A-301
A-404
C.4
EQUIPMENT PLATFORM
GUARD RAILS, SEE
ELEVATION 1/A-404 AND
SPEC SECTION 05 52 00
3'-11" 2'-11"
CAGE STORAGE BELOW
ACCESS LADDER, SEE INT.
ELEVATION 1/A-404 AND
SPEC SECTION 05 51 33
CONC. OVER DECK SLAB
ABOVE TSC& PSC STORAGE
ROOMS, SEE STRUCT.
DWGS
VEHICLE ELECTRONIC
TRAINING BAYS BELOW
41'-0"
EQ.
2'-0"
EQ.
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-103
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
F L
O O
R P
L A
N
A R
E A
B
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1. REFERENCE ENLARGED PLANS FOR ADDITIONAL
INFORMATION.
2. ALL DIMENSIONS SHOWN ON PLANS ARE TO FACE OF
BRICK / MASONRY, FACE OF STUD, OR COLUMN
CENTERLINES - UNLESS NOTED OTHERWISE.
3. SEE CIVIL DRAWINGS FOR FINISH FLOOR AND FINISH
GRADE ELEVATIONS. SEE STRUCTURAL DRAWINGS FOR
FOUNDATION PLANS AND FLOOR SLABS. SLOPE ALL
EXTERIOR SLABS AWAY FROM BUILDING FACE. SLOPE
INTERIOR SLABS TO FLOOR DRAINS.
4. SEE MECHANICAL DRAWINGS FOR LOCATION OF ALL
MECHANICAL EQUIPMENT. COORDINATE WITH
MECHANICAL AND STRUCTURAL FOR EXACT LOCATION
AND SIZES OF REQUIRED REINFORCED CONCRETE
EQUIPMENT PADS, TYPICAL.
5. PROVIDE A RECESSED WALL MOUNTED KEY VAULT
FOR FIRE DEPARTMENT USE. LOCATE AT BUILDING
EXTERIOR ADJACENT TO MAIN ENTRANCE. REFER TO "KB"
(KNOX BOX) ON SHEET A-102 FOR PROPOSED LOCATION.
COORDINATE PURCHASE THROUGH THE INSTALLATION
FIRE DEPARTMENT.
6. PENETRATIONS THROUGH FLOOR ABOVE SHALL
UTILIZE AN APPROVED THROUGH PENETRATION
PROTECTION SYSTEM TO MAINTAIN SMOKE BARRIER
RATING REQUIREMENT OF FLOOR.
7. SEE SHEET A-801 FOR LIMITS OF AIR BARRIER SYSTEM
TEST AREA.
8. SEE SHEET A-407 FOR EQUIPMENT PLAN & SCHEDULE.
SEE SHEETS IF101 TO IF401 FOR FF&E PLAN & SCHEDULE.
GENERAL NOTES
164 8268
SCALE: 1/8"=1'-0"
01/8" = 1'-0"1
FIRST FLOOR PLAN - AREA B
LEGEND
1/8" = 1'-0"2
EQUIPMENT PLATFORM FLOOR PLAN
164 8268
SCALE: 1/8"=1'-0"
SHEET NOTES
1. PROVIDE (10) SHELVING UNITS IN ROOM A114 PHOTO STORAGE, (24)
SHELVING UNITS IN ROOM A128 TSC STORAGE, (13) SHELVING UNITS
IN ROOM A129 PSC STORAGE, AND (12) SHELVING UNITS IN ROOM
A134 STORAGE. HEAVY DUTY STEEL OPEN SHELVING UNIT TO BE 16
GA. STEEL SHELVES REINFORCED WITH 14 GA. DOUBLE RIBET STEEL
BEAMS. 5 HEIGHT ADJUSTABLE SHELVES WITH 1 1/2" INCREMENTS.
4000 LBS WEIGHT CAPACITY. ATTACH TO EITHER FLOOR OR WALL
FOR STABILITY.
BASIS OF DESIGN: GLOBAL INDUSTRIAL WB246302 WITH GRAY COLOR
POWDER COAT FINISH.
2. PROVIDE ELECTRIC STATIONARY SCISSOR LIFT. TRAVEL HEIGHT IS
10'-5" MIN. LIFT SIZE AND CAPACITY SHALL ACCOMMODATE AHU-2
AND DOAS-2 IN SECTIONS AT THE MINIMUM WITH A SAFETY FACTOR
OF 20%. PLATFORM SIZE SHALL BE 48" X 84" MIN. BASIS OF DESIGN
CAPACITY IS 3,000 POUNDS. PROVIDE LIFT WITH BEVELED
TOEGUARDS, HANDRAILS, CHAINS AND BRIDGE PLATE OPTIONS.
BASIS OF DESIGN: BEACON INDUSTRIES INC. BTSL SERIES LIFT
TABLES (HIGH TRAVEL TRIPLE ELECTROHYDRAULIC SCISSOR LIFT).
MODEL # BTSL-30-144-4884.
3. THE USE OF MANUFACTURES' NAMES AND PRODUCTS DO NOT
PRECLUDE THE USE OF OTHER MANUFACTURER'S PRODUCTS OF
APPROVED EQUAL AS LONG AS ALL REQUIREMENTS IN THE
TECHNICAL SECTIONS ARE MET.
N
N
A V
W
W
A V
A V
A-202 1
A-202
A-2011
A-301
A-301
A-302
A-302
CHIEF/NCOIC
OFFICE
A126
TSC/PSC NCOIC
OFFICE
A125
LEAD
CONTRACTOR
OFFICE
A124
CONFERENCE
A121
A/V
A123
STOR.
A122
PHOTO STOR.
A114
PROTOTYPE
ROOM
A118
PSC/TSC CADRE
OFFICES
A127
CORRIDOR
A102
VESTIBULE
A100
BREAKROOM
A101
JAN.
A136
ESS TR
A137
STORAGE
A134
RECYC.
A135
CADRE MENS
TOILET
A133
STOR.
A139
SIPR
A112
NIPR ROOM
A110
ELECTRICAL
ROOM
A131
MECHANICAL
A130
PSC CLASSROOM
A106
TSC CLASSROOM
A103
ELECT. RM 2
A120
LAB STOR
A119
CNC SHOP
A117
FABRICATION
SHOP
A116
SCENARIO ROOM
A115
GARAGE
TRAINING
A141
VEHICLE
ELECTRONIC
TRAINING BAYS
A113
STUDENT MENS
TOILET/SHOWER
A109
STUDENT
WOMENS
TOILET/SHOWER
A108
TSC STORAGE
A128
PSC STOR.
A129
CADRE WOMENS
TOILET
A132
CORRIDOR
A102
11'-0"
11'-0"
10'-0"
11'-0"
11'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
9'-0"
9'-0"
9'-0"
10'-0"
9'-0" 9'-0" 9'-0" 10'-0"
10'-0" 10'-0"
10'-0"
10'-0"
11'-6" 11'-6"
11'-0"
9'-0"
9'-0"
1 2 3 4
A
B
C
B.5
C.8
D
B.2
B.1
C.4
A-201
10'-0"
10'-0"
FRP
FRP
9'-0"
11'-0"
FRP FRP
9'-0"
9'-0"
CAGE STORAGE
10'-0"
10'-0"
STOR.
A138
2X2 CEILING GRID
GWB CEILING
2X2 LIGHTING FIXTURE
2X4 LIGHTING FIXTURE
RECESSED LIGHT FIXTURE -
REFERENCE ELETRICAL
SPRINKLER HEAD
EXIT SIGN
SUPPLY AIR DIFFUSER -
REFERENCE MECHANICAL
RETURN AIR DIFFUSER -
REFERENCE MECHANICAL
EXPOSED CONSTRUCTION
CEILING ACCESS PANEL
WALL MOUNTED EXIT SIGN
SUSPENDED LIGHT FIXTURE -
REFERENCE ELECTRICAL
1X4 LIGHTING FIXTURE
WALL LIGHT FIXTURE -
REFERENCE ELECTRICAL
OCCUPANCY SENSOR
2-HR RATED WALL
1-HR RATED WALL
SMOKE PARTITION
NON-RATED WALL
REFER TO SHEET LS100 FOR FIRE RATING
OF INTERIOR CMU AND PARTITION WALL
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
C B
A
KEYPLAN
NTS
KEYPLAN
NTS
2 3 4 5
A-104
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
3/32" = 1'-0"1
FIRST FLOOR - REFLECTED CEILING PLAN
SCALE: 3/32"=1'-0"
816 16
LEGEND
N
W
W
2X2 CEILING GRID
GWB CEILING
2X2 LIGHTING FIXTURE
2X4 LIGHTING FIXTURE
RECESSED LIGHT FIXTURE -
REFERENCE ELETRICAL
SPRINKLER HEAD
EXIT SIGN
SUPPLY AIR DIFFUSER -
REFERENCE MECHANICAL
RETURN AIR DIFFUSER -
REFERENCE MECHANICAL
EXPOSED CONSTRUCTION
CEILING ACCESS PANEL
WALL MOUNTED EXIT SIGN
SUSPENDED LIGHT FIXTURE -
REFERENCE ELECTRICAL
1X4 LIGHTING FIXTURE
WALL LIGHT FIXTURE -
REFERENCE ELECTRICAL
OCCUPANCY SENSOR
2-HR RATED WALL
1-HR RATED WALL
SMOKE PARTITION
NON-RATED WALL
REFER TO SHEET LS100 FOR FIRE RATING
OF INTERIOR CMU AND PARTITION WALL
A-301
A-301
A-302
A-302
PROTOTYPE
ROOM
A118
PHOTO STOR.
A114
CONFERENCE
A121
A/V
A123
STOR.
A122
PSC/TSC CADRE
OFFICES
A127
LEAD
CONTRACTOR
OFFICE
A124
TSC/PSC NCOIC
OFFICE
A125
CHIEF/NCOIC
OFFICE
A126
VESTIBULE
A100
CORRIDOR
A102
JAN.
A136
BREAKROOM
A101STORAGE
A134
RECYC.
A135
ESS TR
A137
STOR.
A139
CADRE MENS
TOILET
A133
CADRE WOMENS
TOILET
A132
SIPR
A112
ELECTRICAL
ROOM
A131
NIPR ROOM
A110
MECHANICAL
A130
PSC CLASSROOM
A106
TSC CLASSROOM
A103
FABRICATION
SHOP
A116
STUDENT MENS
TOILET/SHOWER
A109
STUDENT
WOMENS
TOILET/SHOWER
A108
SCENARIO ROOM
A115
TSC STORAGE
A128PSC STOR.
A129
CORRIDOR
A102
CNC SHOP
A117
ELECT. RM 2
A120
LAB STOR
A119
11'-0"
11'-0"
10'-0"
11'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
10'-0"
9'-0"
9'-0"
9'-0"
10'-0"
9'-0" 9'-0" 9'-0" 10'-0"
10'-0" 10'-0"
10'-0"
10'-0"
11'-6" 11'-6"
9'-0"
9'-0"
10'-0"
9'-0"
9'-0" 9'-0"
10'-0"
10'-0"
10'-0"
1 2 3 4
A
B
C
B.5
B.2
B.1
C.4
A-201
A-2011
A-202 1
10'-0"
A-406
A-406
A-406
A-406
FRP
FRP
FRP FRP
SEE 4A/A-305
FOR GWB CEILING
SEE 4B/A-305 FOR
CEILING THIS AREA
11'-0"
9'-0"
9'-0"
9'-0"
9'-0"
10'-0"
EXPOSED, NO FIN. CLG. REFER
TO STRUCTURAL DRAWINGS
FOR CLEARANCE.
9'-0"
9'-0"
11'-0"
SEE 1/A-405 FOR
FOLDING
PARTITION HEAD &
SOUND BAFFLE
DETAIL
CAGE STORAGE
10'-0"
CAGE STOR.
10'-0"
SEE 4A/A-305
FOR GWB CEILING
STOR.
A138
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-105
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N A
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1. CENTER FIXTURES AND ACCESSORIES IN CEILING
TILES, U.N.O.
2. FIXTURES ARE SHOWN FOR POSITIONING IN FINISHED
CEILING. REFERENCE ELECTRICAL, MECHANICAL, AND
FIRE PROTECTION FOR FIXTURE TYPES.
3. REFERENCE ELECTRICAL FOR MOUNTING HEIGHTS
FOR WALL MOUNTED FIXTURES.
4. SEE 4/A-305 FOR GYPSUM BOARD CEILINGS.
GENERAL NOTES
LEGEND
1/8" = 1'-0"A-105
1 FIRST FLOOR-REFLECTED CEILING PLAN A
164 8268
SCALE: 1/8"=1'-0"
A V
W
A V
A V
A-202
A-301
A-301
A-302
A-302
MATCHLINE SEE A-106
MATCHLINE SEE A-105
10'-0"
10'-0"
10'-0"
11'-0"
9'-0" 9'-0"
11'-0"
11'-6" 11'-6"
SCENARIO ROOM
A115
FABRICATION
SHOP
A116
GARAGE
TRAINING
A141
CORRIDOR
A102
STUDENT MENS
TOILET/SHOWER
A109
STUDENT
WOMENS
TOILET/SHOWER
A108
TSC STORAGE
A128
PSC STOR.
A129
VEHICLE
ELECTRONIC
TRAINING BAYS
A113
PSC CLASSROOM
A106
TSC CLASSROOM
A103
MECHANICAL
A130
1 2 3 4
C
C.8
D
C.4
10'-0"
A-406
A-406
FRP FRP
9'-0" 9'-0" CAGE STORAGE
10'-0"
CAGE STOR.
10'-0"
EXPOSED, NO FIN. CLG.
REFER TO STRUCTURAL
DRAWINGS FOR CLEARANCE.
SEE 4A/A-305
FOR GWB CEILING
2-HR RATED WALL
1-HR RATED WALL
SMOKE PARTITION
NON-RATED WALL
REFER TO SHEET LS100 FOR FIRE RATING
OF INTERIOR CMU AND PARTITION WALL
2X2 CEILING GRID
GWB CEILING
2X2 LIGHTING FIXTURE
2X4 LIGHTING FIXTURE
RECESSED LIGHT FIXTURE -
REFERENCE ELETRICAL
SPRINKLER HEAD
EXIT SIGN
SUPPLY AIR DIFFUSER -
REFERENCE MECHANICAL
RETURN AIR DIFFUSER -
REFERENCE MECHANICAL
EXPOSED CONSTRUCTION
CEILING ACCESS PANEL
WALL MOUNTED EXIT SIGN
SUSPENDED LIGHT FIXTURE -
REFERENCE ELECTRICAL
1X4 LIGHTING FIXTURE
WALL LIGHT FIXTURE -
REFERENCE ELECTRICAL
OCCUPANCY SENSOR
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-106
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
R E
F L E
C T
E D
C E
IL
IN
G P
L A
N B
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"1
FIRST FLOOR-REFLECTED CEILING PLAN B
1. CENTER FIXTURES AND ACCESSORIES IN CEILING
TILES, U.N.O.
2. FIXTURES ARE SHOWN FOR POSITIONING IN FINISHED
CEILING. REFERENCE ELECTRICAL, MECHANICAL, AND
FIRE PROTECTION FOR FIXTURE TYPES.
3. REFERENCE ELECTRICAL FOR MOUNTING HEIGHTS
FOR WALL MOUNTED FIXTURES.
4. SEE 4/A-305 FOR GYPSUM BOARD CEILINGS.
GENERAL NOTES
LEGEND
164 8268
SCALE: 1/8"=1'-0"
A-202 1
A-202
A-2011
A-301
A-301
A-302
A-302
S L O
P E
:1
S L O
P E
:1
S L O
P E
:1
S L O
P E
:1
S L O
P E
:1
D.S.
D.S.D.S.D.S.D.S.
D.S.
D.S.D.S.
D.S.D.S.D.S.D.S.D.S.D.S.D.S.D.S.
LINE OF CMU WALL BELOW
LINE OF CMU WALL BELOW
LINE OF CMU WALL BELOW
LINE OF CMU WALL BELOW
LINE OF CMU WALL BELOW
LINE OF CMU WALL BELOW
DIVERTER CRICKET
1 2 3 4
A
B
C
B.5
C.8
D
B.2
B.1
C.4
A-201
D.S.
EJ EJ EJ
EJ EJ EJ
EJ
EJ
EXPANSION JOINT, SEE DRAWING NOTE 5, TYP.
ROOF PENETRATION, SEE
GENERAL NOTE 1 & 2, TYP.
ROOF PENETRATION, SEE
GENERAL NOTE 1 & 2, TYP.
2'-0 1/2"
/8
/8
19'-4"
D.S.
D.S.
2'-0 1/2" 4'-3" 2'-0" 2'-0"
1'-11 3/8"
2'-0"5'-2"
2'-0"
/8
2'-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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
C B
A
KEYPLAN
NTS
KEYPLAN
NTS
2 3 4 5
A-107
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
R O
O F
P L A
N
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
3/32" = 1'-0"1
ROOF PLAN - OVERALL
1. ROOF AND WALL PENETRATIONS/FLASHING SHALL
CONFORM TO ACCEPTED ROOFING PRACTICES AS
DESCRIBED AND DETAILED IN THE CURRENT EDITION
OF THE NRCA ROOFING AND WATERPROOFING
MANUALS & THE SMACNA ARCHITECTURAL SHEET
METAL MANUAL. SEE SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
2. LOCATE ALL ROOF PENETRATIONS AS REQUIRED TO
AVOID CONFLICTS WITH MECHANICAL EQUIPMENT
DUCTWORK. REFER TO 2 & 4/ A-504 FOR TYPICAL ROOF
PENETRATION DETAILS.
3. COMPLETELY SEAL AROUND PENETRATIONS PER
MANUFACTURER'S RECOMMENDATIONS TO MAINTAIN
AIR BARRIER / WEATHER TIGHT CONDITIONS.
4. INSTALL ROOFING MANUFACTURER'S STANDARD
SNOW GUARDS ALONG ALL EAVES, FINISH TO MATCH
ROOF.
5. ALL ITEMS PROTRUDING FROM THE FACE OF THE
ROOF, INCLUDING VTR, SHALL BE PAINTED TO MATCH
THE ROOF COLOR U.N.O. IN SPECIFICATION 09 06 90.
ALL EXPOSED FASTENERS SHALL MATCH COLOR OF
ADJACENT METAL.
6. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS
FOR ACTUAL SIZES OF MECHANICAL ITEMS.
GENERAL NOTES
SCALE: 3/32"=1'-0"
816 16
1. ALL DOWNSPOUTS TO BE SMOOTH 5" X 7" MIN. AND
CONNECTED TO CAST IRON DOWNSPOUT BOOT.
REFERENCE ROOF PLAN FOR DOWNSPOUT LOCATIONS.
QUANTITY SHOWN ON ROOF PLAN SHALL BE PROVIDED.
DOWNSPOUTS SHOWN IN ELEVATIONS ARE FOR
GENERAL WALL PLACEMENT.
2. SECURE DOWNSPOUT W/ PREFINISHED METAL
STRAPS AND PREFINISHED FASTENERS, COLOR TO
MATCH DOWNSPOUT, 2 PER DOWNSPOUT, FASTEN
INTO MASONRY W/ EXPANSION ANCHORS.
3. ALL GUTTERS TO BE 8" WIDE X 8" DEEP. HANG ALL
GUTTERS TO SLOPE 0.5% TO DOWNSPOUTS.
4. ALL ROOFING SHOWN IS STANDING SEAM METAL
ROOFING SLOPED AS NOTED.
5. PROVIDE GUTTER EXPANSION JOINT WHERE
INDICATED AT 32' INTERVALS AND NOT MORE THAN 40'
SPACING. REFER TO DETAIL 1/A-503.
DRAWING NOTES
A-303
1" STANDING SEAM
METAL
ROOF
GUTTE
R
EIFS
NOMINAL 4" BRICK VENEER
WITH ANCHORS 16" O.C. EA.
WAY
GUTTER
A-301
A-302
A-302
2'-0" 2'-0"
EIFS WALL CAP
B .E
.J
B .E
.J
B .E
.J
B .E
.J
B .E
.J
2'-0" 2'-0"
DOWNSPOUT
(D.S.) TYPICAL
SOLDIER COURSE
BAND
ARCHITECTURAL PRECAST
WATERTABLE
BUILDING NUMBER SIGN (TYPE V)
BOLLARDS AT
EACH CORNER
BOLLARDS AT EACH
CORNER
1 2 3 4
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TYPICAL
DOWNSPOUT
BOOT,
SEE CIVIL &
1/A-303
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
B .E
.J
KNOX BOX
2'-0"2'-0"
NO SMOKING SIGN
(TYPE I)
5'-0"
BUILDING ADDRESS SIGN (TYPE W),
ALIGNED LEFT WITH BLDG NUMBER
SIGN
A-303
GUTTER
GUTTER
GUTTER
A-301
GUTTER
B .E
.J . B
.E
J
B .E
.J .B
.E .J
B .E
.J
B .E
.J
B .E
.J .B
.E .J
EIFS WALL CAP
EIFS
BRICK SOLDIER
COURSE BAND
BRICK SOLDIER
COURSE BAND
2'-0"2'-0"
2'-0"
DIVERTER CRICKET
BOLLARDS AT EACH
CORNER
BOLLARDS
AT EACH
CORNER
A B CB.5 C.8 DB.2B.1 C.4
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
T Y
P
CONTROLLED ACCESS
SIGN (TYPE Z3)
CONTROLLED ACCESS
SIGN (TYPE Z3)
NO SMOKING SIGN (TYPE I)
NO SMOKING SIGN
(TYPE I)
NO SMOKING SIGN
(TYPE I)
CONTROLLED ACCESS
SIGN (TYPE Z3)
S
E
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
C B
A
KEYPLAN
NTS
KEYPLAN
NTS
2 3 4 5
A-201
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
E X
T E
R
IO
R E
L E
V A
T
IO
N S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"2
SOUTH ELEVATION
1/8" = 1'-0"1
EAST ELEVATION
164 8268
SCALE: 1/8"=1'-0"
164 8268
SCALE: 1/8"=1'-0"
GENERAL NOTES
1. SEE SPECIFICATION SECTION 09 06 90 FOR
EXTERIOR FINISHES AND COLORS.
2. ALL BRICK VENEER SHALL BE STANDARD
SIZE - RUNNING BOND PATTERN.
3. BRICK EXPANSION JOINT (BEJ) / MASONRY
CONTROL JOINT (CJ) SEALANT TO BE COLORED
TO MATCH ADJACENT BRICK.
4. EXTERIOR INSULATION FINISH SYSTEM (EIFS)
SYSTEM TO COMPLY WITH UFC 3-101-01. EIFS
SYSTEM SHALL BE WATER-MANAGED TYPE
WITH DRAINAGE FOR INTRUDED MOISTURE.
REFER TO SPEC SECTION 07 24 00.
5. REFER TO A-102 & A-103 FOR WINDOW
TYPES. REFER TO A-606 FOR LOUVER TYPES.
6. REFER TO IG601 TO IG606 FOR SIGN TYPES.
GUTTER
ROLL UP DOOR, TYP.
A-301
A-302
A-302
1' STANDING SEAM
METAL ROOF
EIFS
EIFS WALL CAP
4" NOMINAL BRICK VENEER W/
ANCHORS 16" O.C. EA. WAY
B .E
.J
B .E
.J
D.S.
BRICK SOLDIER
COURSE BAND
2'-0" 2'-0"
TYPICAL 8" BOLLARD TYPICAL DOWNSPOUT
ARCHITECTURAL
PRECAST
WATERTABLE
TYPICAL 8"
BOLLARD AT EACH
CORNER
BOLLARD AT
EACH
CORNER. TYP.
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
NO SMOKING SIGN
(TYPE I)
CONTROLLED ACCESS
SIGN (TYPE Z3)
6'-0"
BUILDING NUMBER SIGN (TYPE V)
NO SMOKING SIGN (TYPE I)
AIR COMPRESSOR ID
SIGN (TYPE A2)
A-303
GUTTER
4" NOMINAL BRICK
VENEER W/ NCHORS
@ 16 " O.C EA. WAY
GUTTER
A-301
EIFS WALL CAP
EIFS
1" STANDING SEAM
METAL ROOF
BRICK SOLDIER
COURSE
D.S.
ARCHITECTURA
L PRECAST
WATERTABLE
L1
L6
L5
L2 L3 L48" BOLLARD
TYPICAL DOWNSPOUT
BOOT. SEE CIVIL DRAWINGS
2'-0"
B .E
.J
B .E
.J
B .E
.J
B .E
.J
B .E
.J
B .E
.J
B .E
.J
BOLLARD AT EACH
CORNER, TYPICAL.
ABC B.5C.8D B.2 B.1C.4
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"MECHANICAL ROOM
ID SIGN (TYPE A2)
ELECTRICAL ROOM ID SIGN
(TYPE A2)
FDC SIGN (TYPE Z1),
ALIGNED TO CENTER WITH
FP SIAMESE CONNECTION
NO SMOKING
SIGN (TYPE I)
NO SMOKING SIGN (TYPE
I)
CONTROLLED ACCESS
SIGN (TYPE Z3)
NO SMOKING SIGN
(TYPE I)
NO SMOKING SIGN (TYPE I)
D.S.
8" BOLLARD
2'-0" 2'-0"
2'-0"
2'-0"
N
W
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
C B
A
KEYPLAN
NTS
KEYPLAN
NTS
2 3 4 5
A-202
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
E X
T E
R
IO
R E
L E
V A
T
IO
N S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"2
NORTH ELEVATION
1/8" = 1'-0"1
WEST ELEVATION
164 8268
SCALE: 1/8"=1'-0"
164 8268
SCALE: 1/8"=1'-0"
GENERAL NOTES
1. SEE SPECIFICATION SECTION 09 06 90 FOR
EXTERIOR FINISHES AND COLORS.
2. ALL BRICK VENEER SHALL BE STANDARD
SIZE - RUNNING BOND PATTERN.
3. BRICK EXPANSION JOINT (BEJ) / MASONRY
CONTROL JOINT (CJ) SEALANT TO BE
COLORED TO MATCH ADJACENT BRICK.
4. EXTERIOR INSULATION FINISH SYSTEM
(EIFS) SYSTEM TO COMPLY WITH UFC
3-101-01. EIFS SYSTEM SHALL BE WATER-
MANAGED TYPE WITH DRAINAGE FOR
INTRUDED MOISTURE. REFER TO SPEC
SECTION 07 24 00.
5. REFER TO A-102 & A-103 FOR WINDOW
TYPES. REFER TO A-606 FOR LOUVER TYPES.
6. REFER TO IG601 TO IG606 FOR SIGN TYPES.
A-301
A-302
A-302
A-504
1 2 3 4
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
FABRICATION
SHOP
A116
TSC CLASSROOM
A103
PSC CLASSROOM
A106
CORRIDOR
A102
MECHANICAL
A130
CORRIDOR
A102
A-405
FOLDING PARTITION
SOUND BAFFLE
A-503
SLOPE SLOPE
A-303
A-301
CAGE
STORAGE
A-305
A-505
ABC B.5C.8D
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EQUIP.
PLATFORM
10'-5"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
CONCRETE SIDEWALK WITH
2% SLOPE TO GRADE, TYP.,
REFER TO CIVIL DWGS
SLOPE
MECH. EQUIP.
PLATFORM
T O
P O
F D
E C
K
VEHICLE
ELECTRONIC
TRAINING BAYS
A113
TSC STORAGE
A128
PSC CLASSROOM
A106
CORRIDOR
A102
VESTIBULE
A100
SIM.
SLOPE
(4) CS (CELLPHONE
STORAGE UNIT), REFER
TO SHEET A-102
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-301
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
B U
IL
D
IN
G
S E
C T
IO
N
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"2
LONGITUDINAL BUILDING SECTION
1/8" = 1'-0"1
TRANSVERSE BUILDING SECTION
164 8268
SCALE: 1/8"=1'-0"
164 8268
SCALE: 1/8"=1'-0"
GENERAL NOTES
1. SOME MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY.
2. COORDINATE GRADE ELEVATION WITH CIVIL
DRAWINGS.
A-301
A-504
ABC B.5 B.2 B.1C.4
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
CONCRETE SIDEWALK WITH
2% SLOPE TO GRADE, TYP.,
REFER TO CIVIL DWGS
MECHANICAL
A130
ELECTRICAL
ROOM
A131
CADRE WOMENS
TOILET
A132
CADRE MENS
TOILET
A133
SLOPE SLOPE
AIR
COMPRESSOR
A-301
A B CB.5 C.8 D
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 2
20'-7"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
SCENARIO ROOM
A115
FABRICATION
SHOP
A116
PHOTO STOR.
A114
A/V
A123
CONFERENCE
A121
CORRIDOR
A143
SLOPE
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
PLAN NORTH
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
C B
A
KEYPLAN
NTS
2 3 4 5
A-302
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J
J U
N G
J
J U
N G
K S
H E
R L O
C K
P
Z
IN
N I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
B U
IL
D
IN
G
S E
C T
IO
N
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1/8" = 1'-0"1
TRANSVERSE SECTION
1/8" = 1'-0"2
LONGITUDINAL SECTION
164 8268
SCALE: 1/8"=1'-0"
164 8268
SCALE: 1/8"=1'-0"
GENERAL NOTES
1. SOME MECHANICAL AND ELECTRICAL EQUIPMENT NOT
SHOWN FOR CLARITY.
2. COORDINATE GRADE ELEVATION WITH CIVIL DRAWINGS.
FIRST FLOOR
0"
INTERIOR CEILING AS
SCHEDULED
5/8" GYPSUM WALL BOARD
2 1/2" METAL STUDS
AT 16" O.C.
8" CMU
3" RIGID INSULATION
2 1/8" AIR SPACE
CONCRETE SLAB. SEE
STRUCTURAL
METAL DECKING
6" RIGID NAILABLE
INSULATION
(R-30 MIN)
1 " STANDING SEAM METAL
ROOF OVER UNDERLAYMENT
3" EXTERIOR
INSULATION
FINISH SYSTEM (EIFS)
R-15 MIN.
EIFS CAP TRIM
D.S.
FLUID APPLIED
AIR BARRIER
A-304
AIR/MOISTURE BARRIER
BRICK SOLDIER COURSE
ARCHITECTURAL
PRECAST ACCENT
BAND
A-304
DOWNSPOUT BOOT
SEE CIVIL DRAWINGS
A
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
TOP OF EAVE 1
12'-8"
T/ FIN. FLOOR
0"
A-503
EXTERIOR CONC.
SIDEWALK. SEE CIVIL
FOR SLOPE & DETAILS
SEE STRUCTURAL FOR
TOP OF CMU WALL
GROUT AND BEARING
PLATE WHERE
REQUIRED
REFER TO 1/A-303 FOR
HARD PIPED
DOWNSPOUT, TYP.
5'-6"
VENTED LINEAR METAL SOFFIT
CONT. AIR BARRIER, LAP
OVER WALL AND METAL
DECK
5/8" GYPSUM
SHEATHING
5/8" GYPSUM WALL
BOARD UP TO 12'-0"
AFF., SEE PARTITION
TYPE 1 ON SHEET A-501
2 1/2" METAL
STUDS AT 16" O.C.
12" CMU
3" RIGID INSULATION
2 1/8" AIR SPACE
EIFS CAP
4" NOMINAL BRICK
VENEER W/
ANCHORS 16" O.C.
EA. WAY
3" EXTERIOR INSULATION AND
FINISH SYSTEM. (EIFS) R-15 MIN.
EIFS SHALL BE DRAINABLE AND
MECHANICALLY FASTEND, REFER
TO SPEC SECTION 07 24 00.
CONCRETE SLAB. SEE
STRUCTURAL
FLUID APPLIED
AIR BARRIER
A-304
A-503
CONT. MINERAL WOOL BOARD
INSULATION ABOVE SOFFIT
(R-15 MIN) - CUT TO FIT TIGHT
AROUND STRUCTURE
CONTINUOUS AIR BARRIER, LAP
OVER WALL AND METAL DECK
1" STANDING SEAM
METAL ROOFING OVER
UNDERLAYMENT.
6" NAILABLE
INSULATION
(R-30 MIN.) METAL DECKING
AIR/MOISTURE BARRIER
A-304
2'-0"
BRICK SOLDIER COURSE
ARCHITECTURAL PRECAST
ACCENT BAND
EXTERIOR CONC.
SIDEWALK. SEE CIVIL FOR
SLOPE & DETAILS
COORDINATE WITH EXTERIOR
CONCRETE SIDEWALK
ELEVATION TO ENSURE
WEEPS REMAIN FUNCTIONAL.
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
T/ FIN. FLOOR
0"
SEE STRUCTURAL FOR COLD
FORMED STEEL STUD FRAMING
BATT INSULATION
VENTED LINEAR METAL SOFFIT
CONT. METAL DRIP EDGE
PREFORMED FASCIA
COVER OVER TREATED
WOOD BLOCKING
VAPOR BARRIER
CAPILLARY WATER
BARRIER & COMPACTED
SOIL FILL, SEE STRUCT.
DRAWINGS
FIRST FLOOR
0"
12" CMU PIER. EXPOSED
AND PAINTED,
SEE STRUCTURAL
CONCRETE SLAB. SEE
STRUCTURAL
NOMINAL 4" BRICK
VENEER W/ ANCHORS
16" O.C. EA. WAY
2 1/8" AIR SPACE
3" RIGID INSULATION
DOWNSPOUT
METAL DECKING
6" RIGID NAILABLE
INSULATION (R-30 MIN.)
1 " STANDING SEAM
METAL ROOF OVER
UNDERLAYMENT
EIFS CAP TRIM
AIR/MOISTURE BARRIER
FLUID APPLIED
AIR BARRIER
8" BOLLARD
8" BOLLARD
5'-6"
NOTE:
SEE 3/A-503 FOR EAVE
DETAILS, SIM.
BRICK SOLDIER
COURSE
ARCHITECTURAL PRECAST
ACCENT BAND
3" EXTERIOR INSULATION
AND FINISH SYSTEM (EIFS)
R-15 MIN.
D
TOP OF PRECAST
2'-6"
TOP OF BRICK
8'-8"
EXPANSION JOINT
EXTERIOR CONC.
SIDEWALK. SEE
CIVIL FOR SLOPE
& DETAILS
TOP OF EAVE 2
20'-7"
T/ FIN. FLOOR
0"
FOUNDATION, SEE
STRUCTURAL DRAWINGS
DOWNSPOUT
ADAPTER
INSERTED IN RISER
PIPECLEANOUT ENDCAP
INJECTION MOLDED 90 BEND
HDPE PIPE (TYP)
VENTED LINEAR
METAL SOFFIT
VAPOR BARRIER
1/2" EXPANSION JOINT
5/8" GYPSUM SHEATING
3-5/8" METAL STUD
FRAMING AS REQ.,
INFILL WITH BATT
INSULATION, TYP.
CONT. AIR BARRIER, LAP
OVER WALL AND METAL DECK
STEEL BEAM, SEE
STRUCTURAL
CONT. MINERAL WOOL
BOARD INSULATION ABOVE
SOFFIT (R-15 MIN) CUT TO FIT
TIGHT AROUND STRUCTURE
CAPILLARY WATER BARRIER
& COMPACTED SOIL FILL,
SEE STRUCT. DRAWINGS
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
2 3 4 5
A-303
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
W A
L L
S E
C T
IO
N
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
3/4" = 1'-0"3
WALL SECTION @ OFFICE
3/4" = 1'-0"2
WALL SECTION @ ELECT. ROOM
3/4" = 1'-0"1
WALL SECTION @ VEHICLE BAY
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 20
SCALE: 3/4"=1'-0"
12 2
5/8" GYPSUM BOARD
2 1/2" METAL STUDS AT 16" O.C.
NOMINAL 8" CMU WITH HORIZ.
REINFORCEMENT @ 16" O.C.
VERTICALLY
1/2" EXPANSION JOINT
CONTINUOUS AIR
BARRIER OVER CMU. LAP
CONTINUOUSLY OVER
THRU WALL FLASHING
3" RIGID INSULATION
R-15 MIN.
2 1/8" AIR SPACE
NOMINAL 4" BRICK VENEER W/
ANCHORS 16" OC EA. WAY
MORTAR NET
CONTINUOUS THRU WALL
FLASHING W/ WEEPS @ 24"
OC
GROUT SOLID BELOW
FLASHING
CONCRETE SIDEWALK W/
2% SLOPE, SEE CIVIL
VAPOR BARRIER
SEE STRUCTURAL
DWGS FOR FOOTING
SECTION DETAL
A
T/ FIN. FLOOR
0"
CAPILLARY WATER
BARRIER & COMPACTED
SOIL FILL, SEE STRUCT.
DWGS
FIRST FLOOR
0"
CONTINUOUS AIR
BARRIER OVER CMU. LAP
CONTINUOUSLY OVER
THRU WALL FLASHING
3" RIGID INSULATION
R-15 MIN.
2 1/8" AIR SPACE
NOMINAL 4" BRICK
VENEER W/ ANCHORS
16" OC EA. WAY
MORTAR NET
CONTINUOUS THRU
WALL FLASHING W/
WEEPS @ 24" OC
GROUT SOLID BELOW
FLASHING
CONCRETE SIDEWALK W/
2% SLOPE, SEE CIVIL
5/8" GYPSUM BOARD
2 1/2" METAL STUDS AT 16" O.C.
NOMINAL 12" CMU WITH HORIZ.
REINFORCEMENT @ 16" O.C.
VERTICALLY
1/2" EXPANSION JOINT
VAPOR BARRIER
T/ FIN. FLOOR
0"
SEE STRUCT. DWGS
FOR FOOTING
SECTION DETAL
CAPILLARY WATER
BARRIER &
COMPACTED SOIL
FILL, SEE STRUCT.
DWGS
3" EXTERIOR INSULATION AND
FINISH SYSTEM. (EIFS) R-15 MIN.
EIFS SHALL BE DRAINABLE AND
MECHANICALLY FASTEND, REFER
TO SPEC SECTION 07 24 00.
EIFS TRIM
BACKER ROD &
SEALANT
THRU WALL FLASHING
WITH DRIP EDGE
BRICK SOLDER COURSE
2 1/8" AIR SPACE
BRICK WALL ANCHORS
AT 16" O.C. EA. WAY
3" RIGID INSULATION, R-15 MIN.
CONT. AIR BARRIER
12" NOMINAL
CMU
2 1/2" METAL STUDS
AT 16" O.C.
5/8" GYPSUM BD
9"
TOP OF BRICK
8'-8"
NOMINAL 4" BRICK VENEER
/2
4"
/2
ARCHITECTURAL
PRECAST
BAND
CONT. AIR BARRIER
A
TOP OF PRECAST
2'-6"
2 1/8" AIR SPACE
3" RIGID
INSULATION, R-15
MIN.
MASONRY
ANCHORS @ 16"
O.C.NOMINAL 4" BRICK
VENEER
5/8" GYPSUM
BOARD
2 1/2"METAL STUDS
AT 16" O.C.
8" NOMINAL CMU
KEEP JOINT FREE
OF MORTAR
BRICK TIE - TYP.
BRICK VENEEREXPANSION JOINT ON TRUE
VERTICAL PLANE W/ NEOPRENE PAD
FILLER AND ELASTIC SEALANT.
SEALANT COLOR SHALL MATCH
ADJACENT BRICK. SET NEOPRENE
PAD 3/8" FROM FACE OF MASONRY
5/8"
REFER TO STRUCT.
DWGS FOR TYPICAL
CMU WALL CONTROL
JOINT DETAIL
8" DIA X 5'-0" H CONCRETE
FILLED STEEL BOLLARD. SEE
STRUCT. FOR FOUNDATION
NOMINAL 4" BRICK VENEER
8" DIA X 5'-0" H CONCRETE
FILLED STEEL BOLLARD
BACKER ROD AND
CAULK
STEEL CHANNEL
OVERHEAD COILING
DOOR ASSEMBLY
2 1/8" AIR SPACE
CONT. AIR BARRIER
3" RIGID
INSULATION, R-15
MIN.
12" CMU PIER, SEE
STRUCTURAL
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
2 3 4 5
A-304
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
C O
N S
T R
U C
T
IO
N D
E T
A
IL
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1 1/2" = 1'-0"1
FOOTING DETAIL 1
1 1/2" = 1'-0"2
FOOTING DETAIL 2
1 1/2" = 1'-0"3
EIFS WALL CAP
1 1/2" = 1'-0"4
DETAIL @ WALL BAND
6"6"
SCALE: 3"=1'-0"
04 2 11
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
03" = 1'-0"5
BRICK EXPANSION JOINT
1 1/2" = 1'-0"6
BOLLARD PLACEMENT
SCALE: 1 1/2"=1'-0"
0 11
SCALE: 1 1/2"=1'-0"
FIRST FLOOR
0"
1'-0"
FINISHED FLOOR AS SCHEDULED
2X12's @ 16" O.C.
3/4" PLYWOOD
CONT. (2) STACKED
2X4 RUNNERS.
RAISED FLOOR
SYSTEM
3/4" PLYWOOD
2X8'S @ 16" O.C. CUT TO
ACHIEVE 7" RISER
SEE STRUCTURAL
CONT. VAPOR BARRIER
C
T/ FIN. FLOOR
0"
1/2" EXPANSION JOINT
12" CMU WALL
GYP. BD. AS SCHEDULED
CONT. VAPOR
BARRIER
CAPILLARY WATER
BARRIER & COMPACTED
FILL, SEE STRUCT. DWGS
10" WIDE HARDWOOD BENCH
W/CLEAF SEALER, EASE ALL
EXPOSED EDGES. LENGTH TO VARY.
FROM FINISHED FLOOR
TO TOP OF BENCH AND
LOCKER PLATFORM
DOUBLE HT. LOCKERS
1/2" PLYWOOD.
1'-6"
WALL TILE OVER
CEMENT BOARD
FLOOR ANCHORAGE
PER
MANUFACTURER'S
INSTSTRUCTIONS
1 1/4" OUTSIDE DIA. TUBING.
WELDED TO 10 GA. STEEL
FLANGES.
2X4 FRAMING @
16" O.C.
T/ FIN. FLOOR
0"
TOP OF SLAB
RAISED ACCESS
FLOORING SYSTEM (RAF) -
CENTER PEDESTAL
BELOW WALL WHEN
POSSIBLE
PARTITION TYPE AS
SHOWN IN PLANS
BASE AS SCHEDULED
18 GA. EXPANDED STEEL
SCREEN, INSTALLED ON
OUTSIDE FACE OF STUD
BEHIND GYP. BD.
5/8" GYPSUM WALL
BOARD CEILING
1 1/2" METAL STUD
RUNNERS @4'-0" O.C.
HANGERS TO BOTTOM
CHORD OF TRUSS AT
MAX 2'-0" O.C.
7/8" RIGID FURRING
CHANNELS @ 1'-0" O.C.
MAX.
5/8" MOISTURE RESISTANT
GYPSUM WALLBOARD CEILING
1 1/2" METAL STUD
RUNNERS @4'-0" O.C.
HANGERS TO BOTTOM
CHORD OF TRUSS AT
MAX 2'-0" O.C.
7/8" RIGID FURRING
CHANNELS @ 1'-0" O.C.
MAX.
9"
2"
/2
/2
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
2 3 4 5
A-305
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
C O
N S
T R
U C
T
IO
N D
E T
A
IL
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
1" = 1'-0"5
RAISED PLATFORM DETAIL
1 1/2" = 1'-0"3
LOCKER PLATFORM DETAIL
1/2 1 21
SCALE: 1"=1'-0"
1 1/2" = 1'-0"2
WALL @ RAISED FLOOR
1 1/2" = 1'-0"4
GYPSUM BOARD CEILING ASSEMBLY
SCALE: 1 1/2"=1'-0"
SCALE: 1 1/2"=1'-0"
4A - GYPSUM BOARD CEILING (TYPICAL)
3" = 1'-0"1
PRECAST CONC WINDOW SILL
6"6"
SCALE: 3"=1'-0"
04 2 0
SCALE: 1 1/2"=1'-0"
4B - GYPSUM BOARD CEILING (W/ STEEL SCREEN)
4'-11 3/4" 8'-11 3/4" 8'-9 3/8" 6'-2 1/2" 4'-9 3/4"
1'-6 5/8" 5'-7 1/2" 2'-8 7/8" 3'-11 1/4" 3'-8 7/8" 3'-8 7/8" 3'-5 1/4" 7'-1 5/8"
6'-7 1/8" 6'-8 1/4" 11'-5" 6'-11 1/4" 1'-10 5/8"
/8
/4
/4
/8
/8
/4
/4
/8
/4
2'-7 3/8"
/8
/4
/4
15 15
17 17
1616 22
3'-1 5/8" 5'-10 1/8" 5'-4 1/8"
3'-5 1/4"
A-403
A-403 5
A-402 5
A-402
A-4023
A-403
A-402
A-403
A-4039
A-305
FD
FD
FD
FD
SH
SH
SH
SH
SH
15 15
9'-6" 5'-2" 9'-7 1/2"
/4
/2
STUDENT
WOMENS
TOILET/SHOWER
A108
STUDENT MENS
TOILET/SHOWER
A109
5'-10 1/2"4'-10 3/8"
4'-0 1/4"
1'-0" CLEAR 1'-0" CLEAR
/4
/2 "3
/8
AED, REFER TO A-103
4'-8" 4'-9 5/8"
EQ. EQ.
/4
3'-8 1/2" 3'-7 1/4" 3'-10" 4'-1 1/2" 5'-4 5/8" 11 5/8"
3'-8 3/8" 4'-1" 7'-0 1/4" 7'-3 3/4"
11'-3 3/4"
11'-3 5/8" 9'-4 1/4" 1'-5 3/4"
/4
/8
/8
/2
/4
/8
/2
/4
/4
/8
/8
/4
/2
/4
/2
/4
/4
A-403
A-403 1
A-4026
A-402
A-4024
A-403
A-402 7
A-403 6
FD
FD
FD
FD
SHSHSH
SH SH
SH
A
22B
CADRE MENS
TOILET
A133
CADRE WOMENS
TOILET
A132
/2
EHD
EHD
4B 4B
9'-10 3/8"
E Q
E Q
C L E
A R
FD
TPD
1-1/2" GB1-1/2" GB
SND
BOT./MIRROR URN
DF
WR
M A
X
T
O
/2
M A
X
M A
X
M A
X A
C C
E S
S
IB
L E
O N
L Y
3'-0" MIN, UNO 6"
1'-6"
T O
,A C
C E
S S
IB
L E
O N
L Y
T
O
M A
X
. 3'-6" MIN
1'-0" MAX
M
IN
8"
/4
M
IN
/4
4'-6" MIN
MIREHD
T
O
M A
X
SCR
TP/RH
SH
(AT
SHOWER)
SH
(AT SINK)
A-403
A-4033
9'-10 3/4" 4'-4 1/2"
/2
5'-1 1/4"
11B
11B
JAN.
A136
/2
FD
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
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
N
M
IC
H
IG
A
N A
V E
S U
IT
E
C H
IC
A
G O
IL
p ro j.
n
E N
A M
E
P N
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
B
C
D
CONTROLLED UNCLASSIFIED INFORMATION (CUI)
2 3 4 5
A-401
A R
C H
IT
E
C T
U R
A L
F O
R T
B R
A G
G N
C W
IL
M
IN
G
T O
N D
IS
T
R
IC
T D
A R
L
IN
G T
O N
A V
E W
IL
M
IN
G
T O
N N
C
J J U
N G
J J U
N G
K S
H E
R L O
C K
P Z
IN
N
I
A U
G
W P
M R
R E
A D
Y T
O A
D V
E R
T
IS
E
S O
F T
E C
H N
IC
A
L S
U P
P O
R T
T R
A
IN
IN
G
A N
N E
X
E N
L A
R G
E D
P L A
N S
I
N T
E R
IO
R
E L
E V
A T
IO
N
S
C H
I- -A
A
W P
M F
.r v t
F Y
P
N
.2
F Y
P
N
.2
3/8" = 1'-0"2
STUDENT MEN'S AND WOMEN'S TOILETS/ SHOWERS
3/8" = 1'-0"1
CADRE MEN'S AND WOMENS TOILETS/ SHOWERS
1/4" = 1'-0"
FIXTURE MOUNTING HEIGHTS
3/8" = 1'-0"3
ENLARGED JAN CLOSET
BENCH BN-2
FOLDING ADA SHOWER SEAT FSS
GRAB BAR 36" GB01
GRAB BAR 42" GB02
GRAB BAR 14" GBO3
GRAB BAR 24" GB04
SHOWER CURTAIN W/ ROD SC/SCR
SOAP HOLDER SH
TOWEL PIN/ROBE HOOK TP/RH
TOILET TISSUE DISPENSER. DBL
JUMBO
TTD
DESCRIPTION
Type Mark
TOILET & FIXTURE ACCESSORIES SCHEDULE
TTD
TTD TTD
TTD
GB02
GB02
GB01GB01
FSS FSS
FSS
FSS
GB01
GB02
TTD
TTD
TTD
SH
SH
SH
GB03
GB04
SC/SCR
SC/SCR
SC/SCR SH
GB03
GB04
TP/RH
TP/RH
TP/RH
TTD
TTD
GB01
GB02
SANITARY NAPKIN DISPOSAL SND
SND
SND
BN-2
ML
ML
BN-2
MLML
SHSHSHSH
SC/SR SC/SR SC/SR
GB03
GB04GB03
GB04 EHDEHD
24"X36" MIRROR MG
BROOM AND MOP HOLDER MH
DOUBLE TIER METAL LOCKER ML
60'X36" MIRROR MR
HAND DRYER EHD
ADA/ABA BENCH BN-1
BN-1
BN-1
BN-1
TP/RH TP/RH TP/RH
BN-1
SNDSND
1. MIN. 5% BUT NO FEWER THAN ONE OF LOCKER
PROVIDED IN EACH MEN'S AND WOMEN'S
RESTROOMS SHALL BE ABA/ADA. LOCKER
HANDLES AND HOOK/ SHELF CONFIGURATION
SHALL MEET ABA/ADA REQUIREMENTS.
2. BN-1 SHALL BE AFFIXED TO A WALL WITHOUT
BACK SUPPROT. REFER TO SPECIFICATION
SECTION 10 28 13 TOILET ACCESSORIES.
3. REFER TO SHEET IN102 FOR FLOOR TILE
PATTERN AND CONTROL JOINT LOCATION.
4. ALL DIMENSIONS SHOWN ON PLANS ARE TO
FACE OF BRICK/…
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