W912PP-16-R-0005-Drawings-Shts-92-264_10-Feb-16.pdf
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W912PP-16-R-0005 DRAWING SHEETS 92-264
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N T
S
S O
L I C
I T
A T
I O
N
N
O
F I L E
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
C
O
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
S
D
F
E
L
S
T O
R A
G E
C A
N N
B
N
W
M
X
I C
O
X
P R
O J E
D
E S
C
PLUMBING
VENT
SANITARY
SS
WF
WH
WALL FAUCET
WALL HYDRANT
DOMESTIC HOT WATER
DOMESTIC COLD WATER
A
C
D
A
A-
B
A
A-
A
ROOM NUMBER
DOOR NUMBERS
CLEAN OUT
FLOOR DRAIN
CO
FD
CO
ST
ST
RL
RD
RS
CWS
CWR
CR
THERMOSTATT
C
FOR ADDITIONAL LEGEND
WALL CLEAN OUT
STORM DRAIN BELOW FLOOR
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
REFRIGERANT STRAINER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
REFRIGERANT SUCTION
REFRIGERANT DISCHARGE (HOT GAS)
REFRIGERANT LIQUID
THERMOSTATIC EXPANSION VALVE
STORM DRAIN ABOVE FLOOR
SEE TEMPERATURE CONTROL DRAWINGS
REFRIGERATION
TEMPERATURE CONTROLS
SECTION NUMBER
SHEET NUMBER OF DWG.
OF ELEV. ON PLAN
DIRECTION OF SIGHT
ELEV. IS SHOWN
OF ELEV. ON PLAN
DIRECTION OF SIGHT
WHERE ELEV. IS SHOWN *
NOTE: LOCATION OF DWG. WHERE
COLUMN LINES NUMBER-LETTER (OPPOSITE DIR.)
SHEET NUMBER OF DRAWING
WHERE SECTION IS SHOWN *
STANDARD NORTH ARROWS
SECTION IDENTIFICATION
ELEVATION IDENTIFICATION
ARCHITECTURAL SYMBOLS
A
MATCH LINE
WINDOW TYPES
CENTER LINE
X
S
N
OA
E
H
P
PB
HUMIDITY SENSOR
PRESSURE SENSOR
EMCS SENSOR
MANUAL OVER-RIDE SWITCH
NIGHT THERMOSTAT
TEMPERATURE SENSOR
OUTDOOR AIR THERMOSTAT
DIRECTION OF SIGHT OF PHOTOGRAPH
WALL AND PARTITION TYPES
DUCTWORK
20 x 12 RG
20 x 12 SG
700 CFM
20 x 12 GR
20 x 12 SR
700 CFM
700 CFM
20 O/
700 CFM
700 CFM
MECHANICAL LEGEND
DOOR GRILLE
12 x 12
700 CFM
DG
12 x 6
20 x 12
R
FIRE DAMPER:
MOD
SEC.
VD
OR
FD
AD
SD
AD
AD
AS INDICATED
EARTH
CONCRETE
GRAVEL
BRICK
METAL
PLYWOOD
WOOD (FINISH)
WOOD (ROUGH)
AS INDICATED
CRUSHED ROCK
PLASTER
GLASS (ELEVATION)
BLANKET INSULATION
RIGID INSULATION
GYPSUM WALLBOARD
WOOD STUD PARTITION
CONCRETE MASONRY UNITS (PLAN)
CONCRETE MASONRY UNITS (SECTION)
GLASS (LARGE SCALE SECTION)
METAL STUD PARTITION
ARCHITECTURAL LEGEND
SUPPLY GRILLE (SG)
FLOW DIRECTION
FLOW DIRECTION
DIRECTION OF FLOW
SPLITTER DAMPER
ACCESS PANEL (AP)
ACCESS DOOR (AD)
FLEXIBLE DUCT
TURNING VANES
SMOKE DAMPER
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING, RECTANGULAR
(TYPE AS SPECIFIED) INDICATE
SUPPLY OUTLET, CEILING ROUND
CEILING (INDICATE TYPE)
EXHAUST OR RETURN AIR INLET
+ INTEGRAL VOL. CONTROL)
SUPPLY REGISTER (SR) (A GRILLE
GRILLE (NOTE AT FLR. OR CLG.)
RETURN (RG) OR EXHAUST (EG)
VENTILATOR-SUPPLY (SRV)
POWER OR GRAVITY ROOF
VENTILATOR-EXHAUST (ERV)
POWER OR GRAVITY ROOF
UNIT HEATER (HORIZONTAL)
PARALLEL BLADE DAMPERS
2ND FIGURE, SIDE NOT SHOWN)
DUCT (1ST FIGURE, SIDE SHOWN
FLAT ON TOP OR F.O.B. FLAT
TRANSITIONS: GIVE SIZES. NOTE F.O.T.
IN DIRECTION OF AIR FLOW
INCLINED RISE (R) OR DROP (D) ARROW
DUCT SECTION (EXHAUST OR RETURN)
DUCT SECTION (SUPPLY)
OPPOSED BLADE DAMPERS
SHOW HORIZ. POS.
SHOW VERTICAL POS.
AUTOMATIC DAMPERS MOTOR OPERATED
VOLUME DAMPER MANUAL OPERATION
& RETURN (NO SPLITTER)
STANDARD BRANCH FOR SUPPLY
FLEXIBLE CONNECTION
ON BOTTOM IF APPLICABLE
HOSE BIBBHB
A
A-
M
WATER METER
CONDENSATE DRAIN
CD
PLASTER
A-001A
R
A
A D
W G
G E
N E
R A
L
L
E G
E N
D
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
R
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
PLAN NOTES:
1. SEE SHEET AE303A FOR WALL TYPES.
2. ALL INTERIOR WALLS ARE WALL TYPE "1" UNLESS OTHERWISE NOTED.
3. MCJ - SEE DETAIL 5 / AE603A.
4. FEC - SEE DETAIL 6 / AE603A.
5. FEB ON PLAN INDICATES FIRE EXTINGUISHER BRACKET WITH
EXTINGUISHER.
6. ALL WALLS ARE EITHER 90° OR 45° UNLESS OTHERWISE NOTED.
7. CG ON PLAN INDICATES CORNER GUARDS.
8. BUILDING DIMENSIONS SHOWN AT EXTERIOR OF BUILDING ARE TO THE
OUTSIDE FACE OF VENEER CMU AT LOWER PORTION OF WALL.
9. PROVIDE FIRE TREATED 2X6 OR LARGER WOOD BLOCKING IN WALLS AS
REQUIRED TO SUPPORT TV ROUGH IN'S. VERIFY LOCATIONS & SIZES
(INCLUDING MOUNTING HEIGHTS) WITH OWNER PRIOR TO INSTALLATION
OF WOOD BLOCKING.
POL OPS BUILDING GENERAL NOTES:
1. BUILDING ELEVATION: POL OPERATION BUILDING FINISH FLOOR ELEV EQUALS 4281.00 ON CIVIL PLAN EQUALS FINISH FLOOR
ELEV 100'-0" ON ARCHITECTURAL PLANS.
2. ALL DIMENSIONS ARE TO FACE OF MASONRY OR TO FACE OF STUD UNLESS OTHERWISE NOTED.
3. PROVIDE FIRE TREATED 2X6 OR LARGER WOOD BLOCKING IN STUD WALLS AND FURRING SPACES AS REQUIRED FOR
MOUNTING OF ALL WALL SUPPORTED ITEMS. WHETHER OR NOT DETAILED ON THE DRAWINGS, THE CONTRACTOR SHALL
COORDINATE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS AS REQUIRED FOR THE
INSTALLATION OF CASEWORK AND WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISC. EQUIPMENT. THESE
ITEMS INCLUDE BUT ARE NOT LIMITED TO DOOR WALL STOPS, FIRE EXTINGUISHER CABINETS, BASE CABINETS, CONTROL
PANELS, WATER COOLERS, MIRRORS, SOAP DISPENSERS, PAPER TOWEL DISPENSERS, NAPKIN DISPOSAL, TOILET PAPER
DISPENSERS, SIGNAGE, FIRE ALARM PANELS AND OTHER CONTROL PANELS, ETC.
4. FLOOR COVERING CHANGES SHALL OCCUR UNDER A DOOR UNLESS NOTED OR INDICATED OTHERWISE.
5. SEE STRUCTURAL FOUNDATION PLANS FOR DIMENSION AND DETAILS OF SLAB DEPRESSION, THICK-END SLABS, STRUCTURAL
STOOPS, EQUIPMENT PADS, CABLE TRENCHES, AND PIPE MOUNTS, ETC.
6. COUNTER TOPS AND BACK SPLASHES AT CABINETS SHALL BE CAULKED. BACK SPLASHES ARE TO BE SET IN A BED OF CAULK
WHERE IT MEETS THE COUNTER TOP. JOINT AT WALL SHALL BE CAULKED AFTER THE BACK SPLASH IS INSTALLED.
7. CONTRACTOR SHALL INSULATE THE AREA BETWEEN THE TOP OF THE EXTERIOR WALLS AND THE METAL ROOF DECK ON ANY
PERIMETER WALLS OR VESTIBULES WALLS WHERE A VOID EXISTS WITH A URETHANE FOAM INSULATION. ALSO FILL ALL OTHER
VOIDS IN THE THERMAL / INSULATION ENVELOPE OF THE BUILDING WITH THIS URETHANE FOAM INSULATION.
MECH
COMM
MEN
WOMEN
AREA
OPEN OFFICE
OFFICE
RCC
CUST
4'-0" 2'-8" 4'-0"
6'-0" 9'-8" 3'-4"
17'-2 1/2" 15'-9 1/4"
14'-1 1/4" 19'-1"
11'-8 1/4"
7'-3"
7'-2 3/4"
7'-4 1/2"
21'-3 1/2"
6'-10 1/4"
STRUCT
STOOP
STRUCT
STOOP
E W
C
A
A
A
B
VENDING
MACHINE (NIC)
REFR
(NIC)
METAL
SHELF
(NIC)
MOP SINK -
SEE MECH
WALL-MOUNTED
FLAT PANEL TV
W/ BRACKET (NIC)
- PROVIDE BLKG
WITHIN STUD
SPACE
BUILDING
IDENTIFICATION
SIGN - SEE
DETAIL 1/AE303A
LOCKER
UNITS
LOCKER
UNITS
SHOWER UNIT W/
SWING DOOR
SHOWER UNIT W/
SWING DOOR
44'-0"
44'-0"
13'-0" 12'-0"
4'-0"
4'-0"
4'-0"
4'-0"
ROOF
OVERHANG
ABOVE
CONC
SPLASHBLOCK
211 SQ FT
BUILDING "A" SQUARE FOOTAGE:
555 SQ FT
102 RCC
100 OPEN OFFICE AREA
103 WOMEN 105 SQ FT
TOTAL NET AREA 1525 SQ FT
TOTAL GROSS AREA 1817 SQ FT
105 SQ FT104 MEN
130 SQ FT105 COMM
171 SQ FT101 OFFICE
224 SQ FT106 MECH
24 SQ FT107 CUST
25'-4"
STEEL COLUMN
- SEE STRUCT
LOUVER IN
SOFFIT ABOVE -
SEE MECH
LOUVER IN
SOFFIT ABOVE -
SEE MECH
MCJ
MCJ
MCJ
MCJ
FD
FD
FD
FLOOR SINK -
SEE MECH
A
MCJ
MCJ
LOUVER IN
SOFFIT ABOVE -
SEE MECH
ROOF
OVERHANG
ABOVE
CONC
SPLASHBLOCK
STRUCT
STOOP
F E
C
FEB
FEB
CONC
SPLASHBLOCK
CONC
SPLASHBLOCK
4'-6 1/2"3'-0"
5 3/4"
3'-1"
3'-1"
1'-2 3/8"
CG
CG
CG
1 HR RATED
WALLS
1 HR RATED
WALL
1 HR RATED
WALLS
ROOM IDENTIFICATION
SIGNS - SEE DETAIL
3/AE303A
ROOM
SIGN 101
ROOM
SIGN 102
LEGEND: WALL TYPES
3 5/8" OR 4" METAL STUDS AT
16" O.C. W/ 5/8" GYPSUM
WALLBOARD EACH SIDE (SEE
INDICATED WALL TYPE FOR
STUD DEPTH REQUIRED)
(MCJ) MASONRY CONTROL
JOINT LOCATION
PORTLAND CEMENT STUCCO
SYSTEM OVER 3" RIGID
INSULATION (R-18) OVER 8" CMU
W/ 5/8" GYPSUM BOARD OVER
2 1/2" METAL STUDS @ 16" O.C.
W/ 2 1/2" BATT INSULATION (R-8)
4'-0"
4'-0"
6'-8"
LOUVER IN
SOFFIT ABOVE -
SEE MECH
8'-0"
CG
CG
AE202A
AE301A
AE201A
AE304A
AE301A
AE201A
AE202A
ROOM SIGN 107
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
TRUE
NORTH
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
FLOOR PLAN
PLAN
NORTH
AE101A
R
A
E
A D
W G
F L O
P
A
N
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
MECH
COMM
MEN
WOMEN
AREA
OPEN OFFICE
OFFICE
RCC
CUST
CJ
CJ
SLOPED GWB
LEGEND:
RETURN AIR GRILL
OR EXHAUST GRILL
(SEE MECHANICAL)
2'-0" x 4'-0" LIGHT FIXTURE
(SEE ELECTRICAL)
2'-0" x 2'-0"
ACOUSTICAL
CEILING TILE
ONE-HOUR FIRE RATED WALL
(TO STRUCTURE ABOVE)
UL DESIGN NO. - U465 1-HR
RECESSED CAN LIGHT FIXTURE
(SEE ELECTRICAL)
GYPSUM WALL
BOARD CEILING
SUPPLY AIR DIFFUSER
(SEE MECHANICAL)
1'-0" x 4'-0" LIGHT FIXTURE
(SEE ELECTRICAL)
2'-0" x 4'-0" EMERGENCY
LIGHT FIXTURE
(SEE ELECTRICAL)
SOFFIT VENT
(SEE MECHANICAL)
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
REFLECTED CEILING PLAN
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE102A
R
A
E
A D
W G
R E
F L E
C T
I L
I N
G
P
L A
N
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
TRUE
PLAN
NORTH
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
OVERHANG
BUILDING LINE
BELOW
BUILDING LINE
BELOW
SLOPE
4/12 PITCH
STANDING SEAM
METAL ROOF
PREFINISHED
6"x6" METAL
GUTTER
PREFINISHED 6"x6"
METAL GUTTER
PREFINISHED
METAL COPING
PARAPET
PREFINISHED
METAL RIDGE CAP
PREFINISHED
METAL COPING
PARAPET
SLOPE
4/12 PITCH
VTR - SEE
MECH
OVERHANG
4"x5"
DOWNSPOUT
LOCATION
44'-0"
41'-7 3/4"
3'-0"35'-7 3/4"3'-0"
4"x5"
DOWNSPOUT
LOCATION
4"x5"
DOWNSPOUT
LOCATION
4"x5"
DOWNSPOUT
LOCATION
FLUE - SEE
MECH
AE103A
AE103A
AE103A
NEOPRENE GASKET
UNDER EACH
FASTENER HEAD
STUFF W/ BATT
INSULATION
METAL CLOSURE
PLATE CONT
STEEL BEAM (SEE
STRUCTURAL DWGS)
NOTE:
SEE ELECTRICAL DWGS FOR
LOCATIONS OF AIR TERMINALS
RIGID ROOF INSULATION
(R-38)
AIR TERMINAL AS
REQUIRED
BASE PLATE - PAINT TO
MATCH ROOF
POURABLE SEALANT AS
RECOMMENDED BY
ROOF MFR
RIDGE CAP
PANEL CLOSURE
W/ SEALANT
STANDING SEAM
METAL ROOFING
"Z" SUBPURLIN
STEEL DECK
STEEL JOIST
(SEE STRUCT
DWGS)
FLEXIBLE EPDM PIPE
FLASHING BOOT
METAL BASE RING
CONTOURED TO
ROOF PROFILE
STANDING SEAM
METAL ROOF
BASE DIA VARIES W/ PIPE DIA
RIGID ROOF
INSULATION
(R-38)
W
P
I P
E
D
I
FLASHING
EXTENDS 2'-0"
IN ALL
DIRECTIONS
PIPE THRU ROOF
V A
R I E
S
M
I N
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
ROOF PLAN
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE103A
R
A
E
A D
W G
R O
A
T
A I L S
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
TRUE
PLAN
NORTH
SCALE 1 1/2 INCH = 1 FOOT
TYPICAL RIDGE CAP DETAIL
SCALE 1 1/2 INCH = 1 FOOT
TYPICAL VTR/FLUE DETAIL
SCALE: 1 1/2" = 1'-0"
4" 8"0 1'-4"
V A
R I E
S
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
FINISHED FLOOR
ELEV. =100'-0"
EAVE HEIGHT
ELEV. =112'-6"
BOTTOM OF METAL SOFFIT
ELEV. =110'-1 1/2"
STANDING SEAM
METAL ROOF
METAL STANDING SEAM
FASCIA PANEL
RIDGE CAP
FOUNDATION -
SEE STR
6"x6" METAL GUTTER
CEMENT PLASTER
STUCCO FINISH, TYP
BUILDING IDENTIFICATION SIGN -
SEE DETAIL 1/AE303A AND
SPECIFICATIONS. CONFIRM SIGN
LOCATION W/ CONTRACTING OFFICER
C E
N T
E R
OPEN OFFICE
AREA
METAL COPING @
TOP OF PARAPET
PARAPET HIGH PT
ELEV. =120'-5 1/4"
TOP OF ROOF
ELEV. =119'-7 1/4"
STRUCT STOOP -
SEE STR
STUCCO CONTROL
JT, TYP
MF-2SSM-1
MF-1
MF-3
MF-2
MFP-1
MF-4
P-1
MF-1
ALUM-1
STC-1
PRECAST SILL
ROCKFACE CMU
CMU-1
MCJMCJ
CONC
SPLASHBLOCK -
SEE DETAIL
9/AE603A (TYP)
5"x4" METAL
DOWNSPOUT
(TYP)
LIGHT FIXTURE -
SEE ELEC
T
Y P
FOUNDATION -
SEE STR
CEMENT PLASTER
STUCCO FINISH, TYP
METAL COPING @
TOP OF PARAPET
PARAPET HIGH PT
ELEV. =120'-5 1/4"
PARAPET LOW PT
ELEV. =113'-4 1/2"
(TYP)
STRUCT STOOPS -
SEE STR
STUCCO CONTROL
JTS, TYP
P-1
P-1
STC-1
MF-1
COMMUNICATIONS
C E
N T
E R
MECHANICAL ROOM
C E
N T
E R
FINISHED FLOOR
ELEV. =100'-0"
ROCKFACE CMU
PRECAST SILL
CMU-1
MCJ
ROOM IDENTIFICATION SIGN -
SEE DETAIL 3/AE303A AND
SPECIFICATIONS. CONFIRM SIGN
LOCATION W/ CONTRACTING OFFICER
ROOM IDENTIFICATION SIGN -
SEE DETAIL 3/AE303A AND
SPECIFICATIONS. CONFIRM SIGN
LOCATION W/ CONTRACTING OFFICER
LIGHT FIXTURE -
SEE ELEC, TYP
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
EAST ELEVATION
SCALE 1/4 INCH = 1 FOOT
SOUTH ELEVATION
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
FINISH LEGEND
ALUM-1 ALUMINUM WINDOWS - COLOR: SEE SPEC
SECTION 090690 COLOR SCHEDULE.
CMU-1 ROCKFACE 4" CMU VENEER PRODUCT AND
MORTAR COLOR TO MATCH ROCKFACE CMU
COLOR: SEE SPEC SECTION 090690 COLOR
SCHEDULE.
MF-1 PREFINISHED METAL COPING, FLASHING, AND
TRIM - COLOR: SEE SPEC SECTION 090690
COLOR SCHEDULE.
MF-2 PREFINISHED METAL FLASHING & TRIM - COLOR
TO MATCH ROOF COLOR: SEE SPEC SECTION
090690 COLOR SCHEDULE.
MF-3 PREFINISHED METAL GUTTER - COLOR TO MATCH
ROOF COLOR: SEE SPEC SECTION 090690 COLOR
SCHEDULE.
MF-4 PREFINISHED METAL DOWNSPOUT - COLOR TO
MATCH ROOF COLOR: SEE SPEC SECTION 090690
COLOR SCHEDULE.
MFP-1 PREFINISHED METAL FASCIA PANEL - COLOR TO
MATCH ROOF COLOR: SEE SPEC SECTION 090690
COLOR SCHEDULE.
P-1 PAINTED HOLLOW METAL DOOR & FRAME - SEE
SPEC SECTION 090690 COLOR SCHEDULE.
SSM-1 STANDING SEAM METAL ROOFING - COLOR TO
MATCH ROOF COLOR: SEE SPEC SECTION 090690
COLOR SCHEDULE.
STC-1 STUCCO - COLOR: SEE SPEC SECTION 090690
COLOR SCHEDULE, FINISH: MEDIUM DASH.
AE201A
R
A
E
A D
W G
E L E
V A
T I O
N S
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
ADDITIONAL EXTERIOR FINISH NOTES:
LOUVER AND MISCELLANEOUS ITEMS LOCATED IN STUCCO
WALLS: PAINT COLOR TO MATCH STUCCO WALL COLOR.
SEE SPEC SECTION 090690 COLOR SCHEDULE.
FOR ADDITIONAL COLOR INFORMATION, SEE COLOR
SCHEDULE WITHIN SPEC SECTION 090690.
A
B
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
FINISHED FLOOR
ELEV. =100'-0"
EAVE HEIGHT
ELEV. =112'-6"
BOTTOM OF METAL SOFFIT
ELEV. =110'-1 1/2"
STANDING SEAM
METAL ROOF
METAL STANDING SEAM
FASCIA PANEL
FOUNDATION -
SEE STR
6"x6" METAL GUTTER
CEMENT PLASTER
STUCCO FINISH, TYP
METAL COPING @
TOP OF PARAPET
STUCCO CONTROL
JT, TYP
RIDGE CAP
MF-2SSM-1
MF-1
MF-1
STC-1
MF-2
MF-3
MFP-1
MF-4
TOP OF ROOF
ELEV. =119'-7 1/4"
PARAPET HIGH PT
ELEV. =120'-5 1/4"
ROCKFACE CMU
PRECAST SILL
CMU-1
MCJMCJ
5"x4" METAL
DOWNSPOUT
(TYP)
CONC
SPLASHBLOCK -
SEE DETAIL
9/AE603A (TYP)
PRECAST SILL
FINISHED FLOOR
ELEV. =100'-0"
PARAPET LOW PT
ELEV. =113'-4 1/2"
FOUNDATION -
SEE STR
CEMENT PLASTER
STUCCO FINISH, TYP
METAL COPING @
TOP OF PARAPET
(TYP)
STUCCO CONTROL
JTS, TYP
PRECAST SILL
STC-1
MF-1
ALUM-1
ALUM-1
PARAPET HIGH PT
ELEV. =120'-5 1/4"
ROCKFACE CMU
CMU-1
MCJ
T
Y P
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
WEST ELEVATION
SCALE 1/4 INCH = 1 FOOT
NORTH ELEVATION
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE202A
R
A
E
A D
W G
E L E
V A
T I O
N S
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
TOP OF WALL
ELEV. VARIES
FINISH FLOOR
ELEV. =100'-0"
TOP OF
ROCKFACE CMU
ELEV. =103'-2"
BOT OF METAL DECK
ELEV. VARIES
ROCKFACE CMU
8" CMU
PORTLAND CEMENT
STUCCO SYSTEM
METAL COPING
(BEYOND)
STANDING SEAM
METAL ROOF
CONCRETE FOUNDATION -
SEE STRUCTURAL
ALUM FRAME
PRECAST CONCRETE
SILL
OFFICE
OPEN OFFICE
AREA
MECH
ATC
GWB
8" CMU
AE302A
AE302A
GWB OVER
METAL STUDS
EAVE HEIGHT/TOP OF CMU
ELEV. =112'-6"
FINISH FLOOR
ELEV. =100'-0"
BOT OF SOFFIT
ELEV. =110'-1 1/2"
TOP OF ROCKFACE CMU
ELEV. =103'-2"
ROCKFACE CMU
8" CMU
VENTED METAL
SOFFIT PANELS
PORTLAND CEMENT
STUCCO SYSTEM
METAL COPING
(BEYOND)
METAL STANDING
SEAM FASCIA PANEL
STANDING SEAM
METAL ROOF
4"x5" METAL
DOWNSPOUT
6"x6" METAL GUTTER
CONCRETE SPLASHBLOCK
CONCRETE FOUNDATION -
SEE STRUCTURAL
ALUM FRAME
OPEN OFFICE
AREA
MEN
ATC
AE301A
AE302A
GWB OVER
MET STUDS
8" CMU
CONCRETE FLOOR ON
VAPOR BARRIER
5/8" GWB OVER
2 1/2" METAL STUDS @
16" OC WITH
2 1/2" BATT INSUL (R-8)
STANDING SEAM
METAL ROOFING
RIGID ROOF
INSULATION (R-38)
METAL DECKING
3" CAVITY WALL
INSULATION (R-18)
METAL FASCIA PANELS ON
5/8" GLASS-MAT GYPSUM
SHEATHING BOARD
METAL DOWNSPOUT
MET GUTTER
FOUNDATIONS -
SEE STR
CONCRETE
SPLASH BLOCK
VENTED METAL SOFFIT
PANELS OVER 3 5/8" GALV
METAL FRAMING
EAVE HEIGHT
ELEV. =112'-6"
BOT OF SOFFIT
ELEV. =110'-1 1/2"
TOP OF CMU
ELEV. =112'-6"
FINISH FLOOR
ELEV. =100'-0"
PORTLAND CEMENT STUCCO
SYSTEM OVER GYPSUM
SHEATHING
4" ROCKFACE CMU
STEEL JOIST - SEE
STRUCT
SUSPENDED
ACOUSTIC TILE
CEILING
PRE-CAST SILL
SEALANT
FLUID-APPLIED AIR
BARRIER
THRU-WALL FLASHING w/
WEEPS @ 24" OC
10" HIGH DRAINAGE
WALL SYSTEM
1/2" COMPRESSIBLE
FILLER & SEALANT
2" PERIMETER
INSULATION
SPRAY-ON FOAM
THERMAL INSULATION
TO FILL ALL VOIDS IN
WALLS & ROOF
PREFIN MET COPING (BEYOND)
FACE OF STUCCO WALL
(BEYOND)
FACE OF CMU WALL (BEYOND)
8"
SCALE: 3/4" = 1'-0"
8" 1'-4"0 2'-8"
SCALE 1/4 INCH = 1 FOOT
BUILDING SECTION
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE301A
R
A
E
A D
W G
B U
I L D
I N
G
S
E C
T I O
L L
S E
C T
I O
N
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
SCALE 1/4 INCH = 1 FOOT
BUILDING SECTION
SCALE 3/4 INCH = 1 FOOT
WALL SECTION
SCALE: 1/4" = 1'-0"
2' 4'0 8'
V A
R I E
S
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
8" CMU
CONCRETE FLOOR ON
VAPOR BARRIER
5/8" GWB OVER 2 1/2"
METAL STUDS @
16" OC WITH 2 1/2"
BATT INSUL (R-8)
STANDING SEAM
METAL ROOFING
RIGID ROOF
INSULATION (R-38)
METAL DECKING
3" CAVITY WALL
INSULATION (R-18)
METAL FASCIA PANELS ON
5/8" GLASS-MAT GYPSUM
SHEATHING BOARD
METAL DOWNSPOUT BEYOND
MET GUTTER
FOUNDATIONS -
SEE STRUCT
CONCRETE
SPLASH BLOCK
VENTED METAL SOFFIT PANELS
ON 3 5/8" GALV METAL FRAMING
EAVE HEIGHT
ELEV. =112'-6"
BOT OF SOFFIT
ELEV. =110'-1 1/2"
TOP OF CMU
ELEV. =112'-6"
FINISH FLOOR
ELEV. =100'-0"
PORTLAND CEMENT STUCCO
SYSTEM OVER GYPSUM
SHEATHING
4" ROCKFACE CMU
STEEL JOIST - SEE
STRUCT
SUSPENDED
ACOUSTIC TILE
CEILING
PRE-CAST SILL - SEE
DETAIL 4/AE602A
SOLID SURFACE
SILL & APRON
ALUM WINDOW
SEALANT
FLUID-APPLIED AIR
BARRIER
THRU-WALL FLASHING
w/ WEEPS @ 24" OC
10" HIGH DRAINAGE
WALL SYSTEM
1/2" COMPRESSIBLE
FILLER & SEALANT
2" PERIMETER
INSULATION
SPRAY-ON FOAM
THERMAL INSULATION
TO FILL ALL VOIDS IN
WALLS & ROOF
T.O. PARAPET (BEYOND)
FACE OF STUCCO WALL
(BEYOND)
FACE OF CMU WALL (BEYOND)
8"
AE603A
AE603A
GWB & METAL
STUDS EXTEND TO
TOP OF CMU
TOP OF CMU
ELEV. VARIES
FINISH FLOOR
ELEV. 100'-0"
8" CMU
CONCRETE FLOOR ON
VAPOR BARRIER
3" CAVITY WALL
INSULATION (R-18)
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
4" ROCKFACE CMU
SUSPENDED
ACOUSTIC TILE
CEILING
METAL DECKING
STANDING SEAM
METAL ROOFING
PREFINISHED METAL
COPING
RIGID ROOF
INSULATION (R-38)
PRE-CAST SILL - SEE
DETAIL 4/AE602A
SOLID SURFACE
SILL & APRON
FOUNDATIONS -
SEE STRUCT
ALUM WINDOW
5/8" GWB OVER 2 1/2"
METAL STUDS @
16" OC WITH 2 1/2"
BATT INSUL (R-8)
FLUID-APPLIED AIR
BARRIER
THRU-WALL FLASHING
w/ WEEPS @ 24" OC
10" HIGH DRAINAGE
WALL SYSTEM
1/2" COMPRESSIBLE
FILLER & SEALANT
2" PERIMETER
INSULATION
8"
AE603A
AE603A
GWB & METAL STUDS
EXTEND TO TOP OF
CMU
TOP OF CMU
ELEV. VARIES
FINISH FLOOR
ELEV. 100'-0"
8" CMU
CONCRETE FLOOR ON
VAPOR BARRIER
3" CAVITY WALL
INSULATION (R-18)
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
4" ROCKFACE CMU
SUSPENDED
ACOUSTIC TILE
CEILING
METAL DECKING
STANDING SEAM
METAL ROOFING
PREFINISHED METAL
COPING
RIGID ROOF
INSULATION (R-38)
PRE-CAST SILL - SEE
DETAIL 5/AE602A
FOUNDATIONS -
SEE STRUCT
FLUID-APPLIED AIR
BARRIER
THRU-WALL FLASHING w/
WEEPS @ 24" OC
10" HIGH DRAINAGE
WALL SYSTEM
1/2" COMPRESSIBLE
FILLER & SEALANT
2" PERIMETER
INSULATION
TOP OF ROCK FACE CMU
ELEV. 103'-2"
8"
SCALE: 3/4" = 1'-0"
8" 1'-4"0 2'-8"
SCALE 3/4 INCH = 1 FOOT
WALL SECTION
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
SCALE 3/4 INCH = 1 FOOT
WALL SECTION
AE302A
R
A
E
A D
W G
W A
C
T I O
N S
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
T
SCALE 3/4 INCH = 1 FOOT
WALL SECTION
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
UNDERSIDE OF DECK
NON COMBUSTIBLE
COMPRESSIBLE FILLER
FINISH CEILING WHERE
OCCURS (SEE SCHEDULE)
3-5/8" MTL STUD
FRAMING @ 16" OC
X 25 GA TO 15'-4" AFF
MAX., AND 20 GA IF
EXTENDING ABOVE
15'-4" AFF
5/8" GWB EACH SIDE
WALL BASE (SEE
SCHEDULE)
FINISH FLOOR (SEE
SCHEDULE)
UNDERSIDE OF DECK
NON COMBUSTIBLE
COMPRESSIBLE FILLER
FINISH CEILING WHERE
OCCURS (SEE SCHEDULE)
CERAMIC TILE
WAINSCOT
WALL BASE (SEE
SCHEDULE)
FINISH FLOOR (SEE
SCHEDULE)
5/8" GWB EACH SIDE
SOUND BLANKET
INSULATION
WALL TYPE NOTES:
1. TOP OF CERAMIC TILE WAINSCOT
SHALL BE A BULLNOSE TILE WITH
JOINT BETWEEN CERAMIC TILE AND
GWB SEALED AND CAULK.
2. WHERE METAL STUD PARTITIONS
EXTEND TO STRUCTURE ABOVE,
PROVIDE DOUBLE HEAD TRACK TO
ALLOW SLIPPAGE TO COMPENSATE
FOR DEFLECTION OF THE ROOF
STRUCTURE ABOVE. REFER TO
DETAILS 7 & 8/AE603A.
3. ALL WALLS INDICATED AS FIRE
RATED SHALL RECEIVE 5/8" TYPE "X"
GYPSUM WALLBOARD ON BOTH
FACES, FULL HEIGHT.
4. ALL 1-HOUR FIRE RATED GWB WALLS
SHALL BE CONSTRUCTED TO MEET
UL DESIGN NO. U465 CRITERIA.
5. WHERE CERAMIC TILE OCCURS,
INSTALL A 5/8" MOISTURE RESISTANT
GYPSUM BOARD SUBSTRATE.
5/8" TYPE X GWB
@ RATED WALLS
5/8" TYPE X GWB
@ RATED WALLS
UNDERSIDE OF DECK
NON COMBUSTIBLE
COMPRESSIBLE FILLER
FINISH CEILING WHERE
OCCURS (SEE SCHEDULE)
5/8" GWB EACH SIDE
5/8" TYPE X GWB
@ RATED WALLS
3-5/8" MTL STUD
FRAMING @ 16" OC
X 25 GA TO 15'-4" AFF
MAX., AND 20 GA IF
EXTENDING ABOVE
15'-4" AFF
CERAMIC TILE
WAINSCOT - BOTH
SIDES OF WALL
WALL BASE (SEE
SCHEDULE)
FINISH FLOOR (SEE
SCHEDULE)
3-5/8" MTL STUD
FRAMING @ 16" OC
X 25 GA TO 15'-4" AFF
MAX., AND 20 GA IF
EXTENDING ABOVE
15'-4" AFF
SOUND BLANKET
INSULATION
SOUND BLANKET
INSULATION
UNDERSIDE OF DECK
NON COMBUSTIBLE
COMPRESSIBLE FILLER
FINISH CEILING WHERE
OCCURS (SEE SCHEDULE)
4" MTL STUD FRAMING
@ 16" OC X 25 GA TO
15'-4" AFF MAX., AND
20 GA IF EXTENDING
ABOVE 15'-4" AFF
5/8" GWB EACH SIDE
WALL BASE (SEE
SCHEDULE)
FINISH FLOOR (SEE
SCHEDULE)
SOUND BLANKET
INSULATION
5/8" TYPE X GWB
@ RATED WALLS
SCALE: 3/4" = 1'-0"
8" 1'-4"0 2'-8"
3" NUMBER
1/8" RULE
2" LETTERS
1'-6"
NOTE:
BUILDING ENTRANCE SIGNS
PLACEMENT OF GRAPHIC
REFER TO UFC 3-120-01
FIGURE 3-14. MOUNTING
DIMENSIONS AS SHOWN.
VERIFY BUILDING NAME,
NUMBER, AND LOCATION WITH
CONTRACTING OFFICER. SEE
SPECIFICATIONS.
XXXX
Petroleum
Operation
PORTLAND CEMENT
STUCCO FINISH
#10x3/4" COUNTERSINK SOCKET
HEAD THREAD CUTTING SCREW
.06" ALUMINUM SHEETING
RETURN SHEETING ALL
AROUND WELD CORNERS
AND GRID SMOOTH
ALTERNATE: (1"x1"x1/8")
ANGLE FRAME BONDED TO
ALUMINUM SIGN PANEL
3/4"x1"x1/8" ALUMINUM
ANGLE
NOTES:
1. PANEL TO BE FINISHED WITH BAKED
ENAMEL ALL AROUND. REFLECTIVE
SHEETING MY BE APPLIED IF NIGHT
TIME VISIBILITY IS REQUIRED.
2. SIGNAGE COMPANY SHALL
DETERMINE PROPER FASTENING
SYSTEM FOR SECURING SIGNAGE TO
A MODERN STUCCO SYSTEM WITH A
GYPSUM SHEATHING SUBSTRATE.
MECHANICAL ROOM
1'-0"
1/2"
.06" ALUMINUM SHEETING
RETURN SHEETING ALL
AROUND WELD CORNERS AND
GRID SMOOTH
ALTERNATE: (1"x1"x1/8") ANGLE
FRAME BONDED TO ALUMINUM
SIGN PANEL
3" HELVETICA MEDIUM
ACRYLIC LETTERS
GRADE TWO BRAILLE
1/2" HELVETICA MEDIUM
ACRYLIC LETTERS WITH 3/8"
SPACE BETWEEN LINES
NOTE: EXTERIOR ROOM SIGN AT
COMMUNICATIONS ROOM 105 AND
MECHANICAL ROOM 106. VERIFY ROOM
NAMES, NUMBERS AND LOCATION WITH
CONTRACTING OFFICER. CONSTRUCTION
SAME AS 1/AE303A SIGNS
9"
1/2"
LAMINATED CAST ACRYLIC,
CLEAR FACE WITH COLORED
BACK.
1-1/2" HELVETICA MEDIUM
ACRYLIC LETTERS
GRADE TWO BRAILLE
INTERCHANGEABLE MESSAGE
STRIP WITH 1/2" HELVETICA
MEDIUM ACRYLIC LETTERS
WITH 3/8" SPACE BETWEEN
LINES
SCALE: 3" = 1'-0"
2" 4"0 8"
SCALE: 1 1/2" = 1'-0"
4" 8"0 1'-4"
9"
WHERE SIGN IS INDICATED
ADJACENT TO A WALL
CORNER, RATHER THAN A
DOOR: MOUNT CENTER OF
SIGN 9" FROM THE CORNER
NOTE: REFER TO SPEC AND
PLANS FOR INTENDED
LOCATION FOR EACH SIGN.
MTL STUD PARTITION
1-1/2 INCH = 1 FOOT
SCALE:
MTL STUD PARTITION
1-1/2 INCH = 1 FOOT
SCALE:
MTL STUD PARTITION
1-1/2 INCH = 1 FOOT
SCALE:
NOTE: 1 HOUR RATED WALLS AT MECH 106 - SEE
SHEET AE102A FOR LOCATIONS - PER UL DESIGN NO. U465
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
X
P R
O J E
D
E S
C
AE303A
R E
W
C N
A
E
A D
W G
P A
R T
I T
I O
N
T
Y P
T
A I L S
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
T
SCALE 3/4 INCH = 1 FOOT
EXTERIOR BUILDING SIGNS DETAIL
SCALE 1 1/2 INCH = 1 FOOT
EXTERIOR SIGNS DETAIL
SCALE 3 INCH = 1 FOOT
EXTERIOR ROOM SIGNS DETAIL
SCALE 3 INCH = 1 FOOT
INTERIOR ROOM SIGNS DETAIL
NOTE: 1 HOUR RATED WALLS AT MECH 106 - SEE
SHEET AE102A FOR LOCATIONS - PER UL DESIGN NO. U465
MTL STUD PARTITION
1-1/2 INCH = 1 FOOT
SCALE:
V A
R I E
S
SCALE 1 1/2 INCH = 1 FOOT
PREFERRED INTERIOR SIGN PLACEMENTS
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
SD 1
MG
PRT-2 4"x12" W/
BULLNOSE TOP
SCRIBE
2"
2'-9"
PRT-2 COVE
BASE
GT-1
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GWB P-4
PL-1 PLAM BASE
PL-1
FINISHED
END PANEL
4'-5 1/2"
2"
AE305A
SOLID
SURFACE
COUNTERTOP
SS-1
PTDWR
4'-9 1/2"
PRT-2 4"x12" W/
BULLNOSE TOP
PRT-2 COVE BASE
GT-1
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GWB P-4
11'-7"
GWB P-4
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GT-1
PRT-2 COVE
BASE
PRT-2 4"x12" W/
BULLNOSE TOP
PL-1 CABINET FINISHED
END PANEL
PRT-2
COVE BASE
METAL LOCKERS
(ML-1)
36"x36" SHOWER
UNIT - SEE
MECHANICAL
ACRYLIC BASE
(BY SHOWER
UNIT MANUF)
PTDWR @
ADJACENT
WALL
3'-9"2'-1"
4 3/4" 3/4"
FILLER
3'-0"3'-4"
NOTE: NO TILE
REQUIRED BEHIND
LOCKERS.
TP
TTD
1'-7 1/2"
GWB P-4
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GT-1
PRT-2 COVE
BASE
PRT-2 4"x12" W/
BULLNOSE TOP
ACRYLIC BASE
(BY SHOWER
UNIT MANUF)
36"x36" SHOWER
UNIT - SEE
MECHANICAL
SND
LOCKER UNITS AT
ADJACENT WALL
7'-1 1/2"
CERAMIC
TILE
WAINSCOT
PRT-2 TYP
FIELD TILE
PRT-2 COVE
BASE
PRT-2 4"x12" W /
BULLNOSE TOP
GLASS TILE
GT-1
GWB
P-4
SD 1
MG
PRT-2 4"x12" W/
BULLNOSE TOP
SCRIBE
2"
2'-9"
PRT-2 COVE
BASE
GT-1
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GWB P-4
PL-1 PLAM BASE
PL-1
FINISHED
END PANEL
4'-5 1/2"
2"
AE305A
SOLID
SURFACE
COUNTERTOP
SS-1
MEN
WOMEN
3 LOCKERS (ML) -
SEE 5/AE305A
EWC
SHOWER UNIT W/
SWING DOOR - SEE
SPECIFICATIONS
3 LOCKERS (ML) -
SEE 5/AE305A
SHOWER UNIT W/
SWING DOOR - SEE
SPECIFICATIONS
FD
MG
SD 1
TP
TTD
SND
TTD
PTDWR
TP
FD
MG
SD 1
11'-8 1/4"
7'-2 3/4"
7'-2 3/4"
3'-1"
3'-1"
4'-9 1/2"
4'-9 1/2"
PTDWR
VENDING
MACHINE
REFRIGERATOR
B
CT
AE305A
AE304A
AE304A
AE304A
AE304A
AE305A
AE304A
AE305A
AE305A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE304A
R E
W
C N
A
E
A D
W G
E N
L A
R G
O
A
N
I N
T E
R I O
R
E
L E
V A
T I O
N S
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
T
SCALE 1/2 INCH = 1 FOOT
ENLARGED FLOOR PLAN
SCALE 1/2 INCH = 1 FOOT
WOMEN 103
SCALE 1/2 INCH = 1 FOOT
WOMEN 103
SCALE 1/2 INCH = 1 FOOT
WOMEN 103
SCALE 1/2 INCH = 1 FOOT
WOMEN 103
SCALE: 1/2" = 1'-0"
1' 2'0 4'
SCALE 1/2 INCH = 1 FOOT
TYP TILE PATTERN ELEVATION
SCALE 1/2 INCH = 1 FOOT
MEN 104
SHEET NOTE:
DIMENSIONS TO PARTITION
WALLS ON INTERIOR
ELEVATION DRAWINGS ARE
TYPICALLY TO INSIDE FACE
OF GWB.
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
PTDWR
4'-9 1/2"
PRT-2 4"x12" W/
BULLNOSE TOP
PRT-2 COVE BASE
GT-1
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GWB P-4
11'-7"
TP
TTD
1'-7 1/2"
GWB P-4
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GT-1
PRT-2 COVE
BASE
PRT-2 4"x12" W/
BULLNOSE TOP
ACRYLIC BASE
(BY SHOWER
UNIT MANUF)
36"x36" SHOWER
UNIT - SEE
MECHANICAL
LOCKER UNITS AT
ADJACENT WALL
7'-1 1/2"
SND
GWB P-4
CERAMIC TILE
WAINSCOT
PRT-2 TYPE
FIELD TILE
GT-1
PRT-2 COVE
BASE
PRT-2 4"x12" W/
BULLNOSE TOP
PL-1 CABINET
FINISHED END
PANEL
PRT-2 COVE
BASE
METAL LOCKERS
(ML-1)
36"x36" SHOWER
UNIT - SEE
MECHANICAL
ACRYLIC BASE
(BY SHOWER
UNIT MANUF)
PTDWR @
ADJACENT
WALL
3'-4"3'-0"
3/4"
FILLER
6'-3"
NOTE: NO TILE
REQUIRED BEHIND
LOCKERS.
BULLNOSE
EDGES -TYP
CERAMIC
TILE
WAINSCOT
PRT-2 TYP
FIELD TILE
PRT-2 COVE
BASE
PRT-2
4"x12" W /
BULLNOSE
TOP
O
U T
3'-0"
TILE SIDE
WALL -
RETURNS 12"
GWB P-3
1'-6"
TOWEL
(TP)
WALL LINE
(TTD)
TOILET TISSUE
DISPENSER
(SND)
SANITARY NAPKIN
DISPOSER
(SD 1)
SOAP
DISPENSER
(MG)
MIRROR
(ML)
METAL LOCKER
PRT-2 COVE
BASE
SLOPED TOP
PIN
2'-0"
1'-0"
(PTDWR)
M A
X
PAPER TOWEL DISPENSER
WASTE RECEPTACLE
GWB P-3
BASE: 3/4" HIGH DENSITY
PART BD CLAD W/ PL-1
PLAS LAM
3"
INSIDE OF
CABINET CLAD
ALL SURFACES W/
MELAMINE OR
PLAS LAM (TYP)
3/4" HIGH DENSITY PART BD
W/ ALL EXPOSED SURFACES
(ENDS, EDGES & FACES OF
PANELS) CLAD W/ PL-1
3/4" THICK SOLID SURFACE
MATERIAL COUNTERTOP
(SS-1) OVER 3/4" PLYWD
SUBSTRATE
2'-0 3/4"
PLASTIC
LAMINATE CLAD
CASEWORK SEE
SPECIFICATIONS
2'-0"
RADIUS EDGE
SOLID SURFACE
BACKSPLASH (SS-1)
INTEGRAL SINK - SEE MECH
SEALANT
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE305A
R E
W
C N
A
E
A D
W G
I N
T E
R I O
R
E
L E
V A
T I O
T
A I L
S
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
T
SCALE: 1/2" = 1'-0"
1' 2'0 4'
SCALE 1/2 INCH = 1 FOOT
MEN 104
SCALE 1/2 INCH = 1 FOOT
MEN 104
SCALE 1/2 INCH = 1 FOOT
MEN 104
SCALE 1/2 INCH = 1 FOOT
EWC ELEVATION
SCALE 1/2 INCH = 1 FOOT
TOILET ACCESSORIES
SCALE 1 1/2 INCH = 1 FOOT
MILLWORK SECTION
SCALE: 1 1/2" = 1'-0"
4" 8"0 1'-4"
V A
R I E
S
SHEET NOTE:
DIMENSIONS TO PARTITION
WALLS ON INTERIOR
ELEVATIONS ARE TO INSIDE
FACE OF GWB.
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
OPEN OFFICE
AREA
MECH
COMM
CUST
MEN
WOMEN
RCC
OFFICE
NOTE: NO FLOOR
TILE REQUIRED
BELOW VANITY
CABINET,
LOCKERS, OR
SHOWER BASIN.
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
TRUE
NORTH
SCALE: 1/4" = 1'-0"
2' 4'0 8'
SCALE 1/4 INCH = 1 FOOT
FLOOR FINISH PLAN
PLAN
AE601A
R
A
E
A D
W G
R O
N
I S
H
S
C H
E D
U L
O
O R
F I N
I S
H
P
L A
N
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
ROOM FINISH SCHEDULE
ROOM NAME
FLOOR
WOMEN
RCC
OFFICE
BASE
EAST WEST
WALLS
SOUTH NORTH MAT. HT.
CEILINGS
NO.
ROOM
REMARKS
(SEE NOTES
BELOW)
104 MEN
ROOM FINISH SCHEDULE LEGEND
FLOOR TYPES
F1 CONCRETE
BASE TYPES
B1 RESILIENT
WALL FINISHES
W1 PAINTED GYPSUM
1. SEALED CAST - IN - PLACE
CONCRETE FLOOR. LIQUID CHEMICAL
SEALER - HARDENER COMPOUND.
WALL BOARD
COMM
F2 PORCELAIN TILE
CEILING TYPES
C2 SUSPENDED ACOUSTICAL TILE
2. SLOPED GYPSUM WALLBOARD CEILING:
5/8" GYPSUM WALLBOARD OVER 1 1/2"
GALVANIZED HAT CHANNELS @ 24" OC
ATTACHED TO THE UNDERSIDE OF STEEL
JOISTS (ORIENTED PERPENDICULAR TO
JOISTS).
REMARKS:
C1 PAINTED GYPSUM WALLBOARD
9'-0"
9'-0"
OPEN OFFICE AREA
W1 (P-3) C2 (ACT-1) 9'-0"B2 (PRT)
F2 (PRT-1)
9'-0"
F2 (PRT-1,3,4), F3 (WM-1)
C1 (P-6)
F1
3,4
3,4
1,5
MECH
F1
F2 (PRT-1)
W2 (P-3)
9'-0"
1,2
F2 (PRT-1,4)
F2 (PRT-1,4)
W2 CMU PAINTED
VARIES
9'-0"
W3 PORCELAIN TILE (PRT-2)
W1(P-4)/W3
CUST
F1 1 9'-0"
F3 WALK-OFF MAT CARPET TILE
B1 (VB-1)
B1 (VB-1)
B1 (VB-1)
W1(P-3)/W3 W1 (P-3) W1 (P-3)
W1 (P-3) W1 (P-3) W1 (P-3) W1 (P-3)
W1 (P-3) W1 (P-3) W1 (P-3) W1 (P-3)
W1(P-4)/W3 W1(P-4)/W3 W1(P-4)/W3
W1(P-4)/W3 W1(P-4)/W3 W1(P-4)/W3 W1(P-4)/W3
W1 (P-3) W1 (P-3) W1 (P-3) W1 (P-3)
W1 (P-3) W2 (P-3) W1 (P-3)
W1 (P-3) W1 (P-3) W1 (P-3) W1 (P-3)
C2 (ACT-1)
C2 (ACT-1)
C2 (ACT-1)
C1 (P-6)
C1 (P-6)
C1 (P-6)
3. SEE PORCELAIN TILE PATTERN LEGEND
BELOW & FLOOR FINISH PLAN 1/AE601A.
LEGEND:
PRT-3
PRT-4
PRT-1
PRT-1 (FIELD TILE)
PRT-3
PRT-4
4. 7'-0" HIGH CERAMIC TILE WAINSCOT:
PORCELAIN TILE PRT-2 & GLASS TILE GT-1.
GROUT TO BE G-2. SEE PATTERN SHOWN
ON DETAIL 2/AE304A.
WM-1
NOTE: AT ALL FLOOR TILE AREAS, INSTALL GROUT G-1.
B2 (PRT)
B2 (PRT)
B2 (PRT)
B2 (PRT)
B2 PORCELAIN TILE
5. PROVIDE CORNER GUARDS (CG)
WHERE NOTED ON THE FLOOR PLAN ON
SHEET AE101A, AND PER REQUIREMENTS
OF SPEC SECTION 102613.
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
FG
3'-0" 3'-0"
GLASS TYPE
NO. 1
5" 5"
A
GLASS TYPE
NO. 1
2" 2"
EQ
ALUM FRAME
4'-0"
2"
EQ
B
GLASS TYPE NO. 3
(SLIDING PANELS)
ALUM FRAME AT
3 SIDES OF OPENING
ALUM TRACK
AROUND FULL
PERIMETER
CYLINDER
LOCK @
OFFICE SIDE
3'-0"
2"
2"
1" DIA THUMB HOLE
W/ EDGES GROUND
SMOOTH, TYP BOTH
PANELS
SOLID SURFACE
COUNTER WITH
APRON
AE603A
AE603A
AE603A
AE602A
AE602A
AE602A
ALUMINUM
WINDOW
ALUMINUM
WINDOW
A
S E
E
S
C H
E D
U L
E
SEE
SCHED
2" 2"
2" 8"
1/4"
3/8"
10"
AL FRAME
GLASS TYPE NO. 3
(SLIDER PANEL)
5/8" GWB OVER 3-5/8"
METAL STUDS @ 16" OC
WITH BATT INSULATION
4 1/2"
AL TRACK
SEALANT BOTH SIDES
SHIM
GLASS TYPE NO. 3
(SLIDER PANEL)
5/8" GWB
FULLY RECESSED AL TRACK
RADIUS EDGE
SOLID SURFACE
MATERIAL APRON
6" 6"
3/4" PLYWD SUBSTRATE
2x4 WOOD FRAMING
4" 1"
1/4"
3/8"
5"
3" CAVITY WALL
INSULATION (R-18)
SHIM AS REQUIRED
W/ BACKER ROD
AND SEALANT
SEALANT
WALL REINFORCING -
SEE STRUCT
AIR-BARRIER COATING
8" CMU
HM FRAME
HM DOOR - SEE
SCHEDULE
7"5 3/4"5 1/2"
5 1/2" 5 3/4" 6 3/4"
5/8" GWB RETURN
5/8" GWB OVER 2 1/2"
METAL STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
3" CAVITY WALL
INSULATION (R-18)
SHIM AS REQUIRED
W/ BACKER ROD
AND SEALANT
SEALANT
HEADER
REINFORCING -
SEE STRUCT
AIR-BARRIER
COATING
8" CMU
HM FRAME
HM DOOR - SEE
SCHEDULE
5/8" GWB RETURN
STUCCO RETURN
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
4" ROCKFACE
CMU
3" CAVITY WALL
INSULATION
(R-18)
SHIM AS REQUIRED
W/ BACKER ROD
AND SEALANT
SEALANT
WALL
REINFORCING -
SEE STRUCT
AIR-BARRIER
COATING
8" CMU
HM FRAME
HM DOOR - SEE
SCHEDULE
7"5 3/4"
BLOCK
RETURN TYP
AT ALL JAMBS
5 1/2"
5/8" GWB RETURN
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
STUCCO RETURN
VERIFY
5/8" GWB OVER 2 1/2"
METAL STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
5/8" GWB OVER 2 1/2"
METAL STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
HM FRAME
5/8" GWB OVER METAL
STUDS @ 16" OC WITH
BATT INSULATION - STUD
DEPTH PER WALL TYPE
DOOR - SEE
SCHEDULE
1/2" TYP
PER WALL
TYPE
DOOR SCHEDULE
DETAILS
FRAME
DOOR
HDWR
SET
DOOR SIZE
SILLHEAD JAMB
TYPE
TYPE
MAT.
F HM A
MAT.
DOOR
NO.
FIRE LABEL &
RATING
REMARKS
(SEE NOTES
BELOW)
101 3'-0" x 7'-0" x 1 3/4" HM A HM
3'-0" x 7'-0" x 1 3/4"
PR 2'-10" x 7'-0" x 1 3/4"
3'-0" x 7'-0" x 1 3/4"
F
F
F
F
A
A
HM
HM
HM
A
GLASS TYPES:
NO.1: 1" INSULATED BRONZE TINTED LOW-E BLAST RESISTANT GLAZING
NO.3: 1/4" CLEAR, TEMPERED GLAZING (INTERIOR WINDOW GLAZING)
HM
HM
HM
HM
100 3'-0" x 7'-0" x 1 3/4" A HMFG 1,4
SCALE: 1/2" = 1'-0"
1' 2'0 4'
DOOR TYPES
1/2 INCH = 1 FOOTSCALE
DOOR FRAME TYPES
1/2 INCH = 1 FOOT
SCALE
WINDOW FRAME TYPES
1/2 INCH = 1 FOOTSCALE
DOOR REMARKS:
1. INSULATED DOOR
2. 1" UNDERCUT
3. NO GWB OR METAL STUDS REQUIRED AT
INTERIOR SIDE OF 8" CMU AT THIS DOOR.
4. EXTRA HEAVY DUTY DOOR
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
HM
F HM A
3'-0" x 7'-0" x 1 3/4"
106 HM
1,2,4
1,3,4
107 3'-0" x 7'-0" x 1 3/4"
F HM A HM
AE602A
R
A
E
A D
W G
D O
H
E D
U
T
A I L S
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
60 MIN
V A
R I E
S
SCALE 3 INCH = 1 FOOT
HEAD/JAMB DETAIL
SCALE 3 INCH = 1 FOOT
HEAD/JAMB DETAIL
SCALE 3 INCH = 1 FOOT
SILL DETAIL
SCALE 3 INCH = 1 FOOT
PRECAST SILL DETAIL
SCALE 3 INCH = 1 FOOT
PRECAST SILL DETAIL
SCALE 3 INCH = 1 FOOT
HEAD DETAIL
SCALE 3 INCH = 1 FOOT
JAMB DETAIL
SCALE: 3" = 1'-0"
2" 4"0 8"
SCALE 3 INCH = 1 FOOT
JAMB DETAIL
1/AE603A6/AE602A 7 & 8/AE602A
1/AE602A 1/AE602A
1/AE602A 1/AE602A
3'-0" x 7'-0" x 1 3/4"
1/AE602A 1/AE602A
1/AE602A 1/AE602A
1/AE603A6/AE602A 7 & 8/AE602A
1/AE603A6/AE602A (SIM) 7 & 8/AE602A (SIM)
1/AE602A 1/AE602A
HW-1
HW-3
HW-3
HW-5
HW-5
HW-7
HW-1
HW-6
1,4
1,4
1,2,4
1,4
1,4
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
HM DOOR -SEE
SCHEDULE
STRUCTURAL
STOOP - SEE
STRUCT
THRESHOLD SET
IN SEALANT
CONC FLOOR ON
VAPOR BARRIER
COMPRESSIBLE
FILLER
CONC
FOUNDATION -
SEE STRUCT
6 1/2"
5/8" GWB OVER 2 1/2"
METAL STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
3" CAVITY WALL
INSULATION (R-18)
SHIM AS REQUIRED
W/ BACKER ROD
AND SEALANT
SEALANT
HEADER
REINFORCING -
SEE STRUCT
AIR-BARRIER
COATING
8" CMU
ALUM FRAME
5/8" GWB RETURN
STUCCO RETURN
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
1"
5/8" GWB OVER 2 1/2"
METAL STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
3" CAVITY WALL
INSULATION (R-18)
SHIM AS REQUIRED
W/ BACKER ROD
AND SEALANT
SEALANT
WALL REINFORCING -
SEE STRUCT
AIR-BARRIER COATING
8" CMU
ALUM FRAME
6 1/2"
5/8" GWB RETURN
PORTLAND CEMENT
STUCCO SYSTEM OVER
GYPSUM SHEATHING
STUCCO RETURN
1 1/2"
6 1/2"
5/8" GWB OVER
2 1/2" METAL
STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
8" CMU BOND BEAM -
SEE STRUCT
SOLID SURFACE SILL
AND APRON
ALUM FRAME
THRU WALL
FLASHING
4" ROCK FACE
CMU
AIR-BARRIER
COATING PER
SPECIFICATIONS
PRECAST SILL
WITH DRIP SEE
DETAIL 4/AE602A
1/4" SHIM WITH
BACKER ROD &
SEALANT (BOTH
SIDES)
3" CAVITY WALL
INSULATION (R-18)
SEALANT
SEMI-RECESSED
STEEL CABINET
CABINET
DOOR PULL
GLASS VISION
PANEL
SPRING LOCK
T.O. CABINET
EL. = 5'-0"
5/8" GWB ON 2-1/2"
METAL STUDS
4" MAX
8"
MAX
1'-8" MAX
M
A X
SEE WALL
TYPES
NOTE:
SEE SPECIFICATIONS
FOR FURTHER
INFORMATION.
PIANO HINGE
CABINET DOOR
8" CMU
PROVIDE
BLOCK-OUT
IN CMU TO
ALLOW
INSTALLATION
OF CABINET
SEALANT
15# FELT (HOLD
TO ONE SIDE)
CMU
GROUT FILL
3" CAVITY WALL
INSUL.
4" CMU VENEER
COMPRESSIBLE
FILLER
SEALANT
WOOD BLOCKING
E-Z STRIP CONTROL JOINT
5/8" GWB OVER
2 1/2" METAL
STUDS @ 16" OC
WITH 2 1/2" BATT
INSULATION (R-8)
WALL
REINFORCING -
SEE STRUCT
SAFING (FOAM INSULATION @
FIRE RATED PARTITIONS)
METAL DECK
GYP SETTING SEALANT
DRYWALL SCREW
@ 6" OC
METAL FASTENER
5/8" GWB
DRYWALL SCREW
5/8" GYP BD-TYPE
X @ FIRE RATED
PARTITIONS
METAL STUD
MECH/ELEC
PENETRATION
FIRE STOPPING
SEALANT BOTH
SIDES OF WALL
NOTE:
FIRE STOPPING MATERIALS
SHALL PROVIDE FIRE
RESISTANCE RATING EQUAL
TO RATING OF PARTITION.
NOTE:
THIS DETAIL IS BASED ON
THE FIRE TRACK CORP.
DEFLECTION TRACK
SYSTEM. SEE MFG
CATALOG FOR U.L. TESTED
SYSTEMS.
SAFING (FOAM INSULATION @
FIRE RATED PARTITIONS)
TOP OF METAL DECK
BOTTOM OF METAL DECK
GYP SETTING SEALANT
DRYWALL SCREW @ 6" OC
METAL FASTENER
5/8" GWB
DRYWALL SCREW
5/8" GYP BD-TYPE
X @ FIRE RATED
PARTITIONS
METAL STUD
MECH/ELEC
PENETRATION
FIRE STOPPING
SEALANT BOTH
SIDES OF WALL
NOTE:
FIRE STOPPING MATERIALS
SHALL PROVIDE FIRE
RESISTANCE RATING
EQUAL TO RATING OF
PARTITION.
NOTE:
THIS DETAIL IS BASED ON
THE FIRE TRACK CORP.
DEFLECTION TRACK
SYSTEM SEE MFG CATALOG
FOR U.L. TESTED SYSTEMS.
1"
4"
REINFORCING AS
SPECIFIED
SECTION A
PLAN
NOTE:
PRECAST SPLASH BLOCKS SHALL BE
CONSTRUCTED OF 4000 PSI CONC
(CONFORMING TO SECTION) FOR
BUILDING CONSTRUCTION USING 1/2"
TO NO.4 NOMINAL SIZE COARSE
AGGREGATE. REINFORCING SHALL BE
PER MANUFACTURER'S STANDARDS.
FINISH GRADE
2'-0"
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
AE603A
R
A
E
A D
W G
D E
T A
I L
S
K F
B
R E
D E
H O
E
P P
R
A F
B U
I L D
I N
G
A
T
V
R I E
S
SCALE 3 INCH = 1 FOOT
SILL DETAIL
SCALE: 3" = 1'-0"
2" 4"0 8"
SCALE 3 INCH = 1 FOOT
HEAD DETAIL
SCALE 3 INCH = 1 FOOT
JAMB DETAIL
SCALE 3 INCH = 1 FOOT
SILL DETAIL
SCALE: 1 1/2" = 1'-0"
4" 8"0 1'-4"
SCALE 1 1/2 INCH = 1 FOOT
FIRE EXTINGUISHER CABINET ELEVATION/DETAIL (FEC) TYP
SCALE 1 1/2 INCH = 1 FOOT
MASONRY CONTROL JOINT (MCJ) TYP
SCALE 3 INCH = 1 FOOT
DEFLECTION TRACK PARALLEL TO DECK
SCALE 3 INCH = 1 FOOT
DEFLECTION TRACK PERPENDICULAR TO DECK
SCALE 1 1/2 INCH = 1 FOOT
CONCRETE SPLASHBLOCK DETAIL
R E
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
AutoCAD SHX Text A
AutoCAD SHX Text
A. DESIGN LOADS:
1. ROOF DEAD LOAD 30 PSF
2. ROOF LIVE LOAD
a. CONSTRUCTION AND MAINTENANCE 20 PSF
3. FLOOR LIVE LOAD
a. OFFICE 50 PSF
b. RESTROOMS 75 PSF
c. STORAGE 125 PSF
d. MECHANICAL ROOM 125 PSF
4. SNOW LOADS (UFC 3-310-01 AND ASCE 7-10)
a. BALANCED ROOF SNOW LOAD 23 PSF
b. UNBALANCED ROOF SNOW LOAD 35 PSF
c. EXPOSURE FACTOR Ce=1.0
d. THERMAL FACTOR Ct=1.0
e. IMPORTANCE FACTOR I=1.2
5. WIND LOADS (ASCE 7-10)
a. BASIC WIND SPEED V=120 MPH
b. EXPOSURE FACTOR C
c. RISK CATEGORY IV
6. SEISMIC LOADS (UFC 3-310-01 AND ASCE 7-10)
a. I=1.5 (RISK CATEGORY IV)
b. SS=0.09
c. S1=0.03
d. SITE CLASSIFICATION: D
e. SEISMIC DESIGN CATEGORY: A
B. FOUNDATION
1. ALLOWABLE EXCESS SOIL BEARING PRESSURE 3,000 PSF
2. GEOTECH REPORT: REPORT NO. 14-517-00058 PREPARED BY AMEC
ENVIRONMENT & INFRASTRUCTURE, INC. DATED DECEMBER 17, 2014
C. CAST IN PLACE CONCRETE AND REINFORCEMENT (ACI 318-11)
1. CAST-IN-PLACE CONCRETE EXPOSED TO FREEZE-THAW CYCLES
SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE
STRENGTH OF 4,500 PSI AT 28 DAYS. ALL OTHER CAST-IN-PLACE
CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS.
2. CEMENT: PORTLAND CEMENT PER ASTM C150
3. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60
4. LAP SPLICES SHALL CONFORM TO ACI 318-11 USING CLASS B TENSION
SPLICES UNLESS OTHERWISE NOTED. SEE TABLE, THIS SHEET.
TABLE NOTES:
1. LAP SPLICE LENGTH FOR REINFORCED CONCRETE.
2. MINIMUM UNLESS NOTED OTHERWISE.
3. NOT ALL BAR SIZES ARE INCLUDED IN PROJECT.
4. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12"
OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE SPLICE
5. CONCRETE COVER SHALL CONFORM TO ACI 318-11
6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185
D. STRUCTURAL STEEL
1. ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL CONFORM
TO ASTM A992, GRADE 50. (FY=50 KSI)
2. ALL STRUCTURAL STEEL TUBE SHAPES SHALL CONFORM TO
ASTM A500, GRADE B. (FY=46 KSI)
3. ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53,
GRADE B, SCH. 40. (FY=35 KSI)
4. ALL OTHER STRUCTURAL STEEL SHAPES SHALL CONFORM TO
ASTM A36. (FY=36 KSI)
5. ANCHOR RODS SHALL CONFORM TO FI554, GR. 36
6. BOLTED CONNECTIONS
a. ALL BOLTED CONNECTIONS SHALL BE A325N, SNUG TIGHTENED
7. WELDED HEADED ANCHOR STUDS (WELDED STUDS) SHALL CONFORM
TO ASTM A108
8. WELDING
a. WELDING ELECTRODES SHALL BE E70XX OR E60XX FOR STEEL
DECK ATTACHMENT. ALL OTHER WELDING SHALL USE E70XX
ELECTRODES.
b. WELDING SHALL CONFORM TO AWS D1.1
9. STRUCTURAL STEEL FRAMING SHALL BE ADEQUATELY BRACED BY
ERECTOR IN BOTH HORIZONTAL DIRECTIONS UNTIL STEEL ROOF DECK IS
IN FULLY ATTACHED POSITION.
E. STEEL DECK
1. STEEL ROOF DECK SHALL CONFORM TO THE STEEL DECK
INSTITUTE (SDI) SPECIFICATIONS FOR STEEL ROOF DECK,
PUBLICATION NO. 31, 2007. ROOF DECK SHALL BE GALVANIZED FINISH.
F. CONCRETE MASONRY
1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE I,
GRADE N-1 (F'M=1500 PSI)
2. MORTAR SHALL CONFORM TO ASTM C-270, TYPE S, AND HAVE A MINIMUM
28 DAY COMPRESSIVE STRENGTH OF 1800 PSI
3. GROUT SHALL CONFORM TO ASTM C-476 AND HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 2000 PSI
4. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60
5. JOINT REINFORCEMENT SHALL BE PLACED @ 16" VERTICALLY UNLESS
OTHERWISE STATED
G. STEEL JOISTS
1. STEEL JOISTS SHALL CONFORM TO THE STANDARD SPECIFICATION AND
STANDARD LOAD TABLES FOR OPEN WEB STEEL JOISTS, K-SERIES OF THE
STEEL JOIST INSTITUTE (SJI).
2. JOIST BRIDGING SIZE AND SPACING SHALL BE DETERMINED BY JOIST
MANUFACTURER. ADDITIONAL BRIDGING REQUIRED FOR WIND UPLIFT SHALL BE ADDED
BY JOIST SUPPLIER. BRIDGING SHALL BE CROSS BRACED WHERE TERMINATING AT
ROLLED SECTIONS. SEE ROOF FRAMING PLANS.
3. SPECIAL JOISTS, DESIGNATED "SP", SHALL BE DESIGNED BY THE JOIST
MANUFACTURER FOR LOADS AND REQUIREMENTS SHOWN ON JOIST LOADING
DIAGRAMS. IF REQUIRED, LARGER JOISTS SHALL BE PROVIDED BYTHE CONTRACTOR
AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. JOIST DEFLECTION SHALL BE LIMITED TO L/240 FOR COMBINED DEAD AND LIVE LOAD.
5. THE CONTRACTOR SHALL PROVIDE ANY ADDITIONAL MEMBERS REQUIRED TO
TRANSFER LOADS NOT APPLIED AT A PANEL POINT.
6. JOISTS SHALL BE ERECTED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS,
STEEL JOIST INSTITUTE RECOMMENDATIONS AND APPLICABLE SAFETY AND HEALTH
REGULATIONS. ALL BRIDGING SHALL BE FULLY INSTALLED AND ANCHORED OR CROSS-
BRACED BEFORE ANY CONSTRUCTION LOADS ARE APPLIED.
GENERAL NOTES
1. REFERENCE ELEVATION 100'-0" DOES NOT EQUAL MEAN SEA ELEVATION
BAR SIZE NO. TOP BAR OTHER
LAP SPLICE LENGTH
#3 23" 18"
#4 31" 24"
#5 38" 30"
#6 46" 36"
#7 54" 42"
2. COORDINATION:
a. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK.
b. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE BRACING AND SHORING
AT ALL TIMES DURING CONSTRUCTION.
c. STRUCTURAL DRAWINGS SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, SLEEVES, ETC. NOT
SHOWN ON STRUCTURAL DRAWINGS. COORDINATE LOCATION, SIZE, AND
REINFORCING OF ALL OPENINGS WITH RESPECTIVE TRADES BEFORE FABRICATION.
CORNER
BAR
CORNER BAR
CORNER BAR
NOTE:
1. DETAILS APPLY ALSO TO FOOTINGS & FOUNDATION WALLS.
2. CORNER BARS TO MATCH SIZE & SPACING OF HORIZONTAL BARS.
EXTRA #6
VERTICAL
BAR
S E
E
S
C H
E D
U L
E
SEE SCHEDULE
SEE SCHEDULE
EXTRA #5
VERTICAL
BAR
S E
E
S C
H E
D U
L E
EXTRA #5
VERTICAL
BAR
EXTRA #5
VERTICAL
BAR
SCALE: NO SCALE
TYPICAL LAP BAR DETAIL FOR HORIZONTAL CONCRETE REINFORCEMENT
3/8"
T
W H
I C
H E
V E
R
G
E
A T
E R
SAWCUT SEALANT
RESERVOIR
CENTERED ON SLAB
JOINT
3/8"
SAWCUT SEALANT
RESERVOIR
CENTERED ON SLAB
JOINT
SCALE: NO SCALE
DETAIL
A
SCALE: NO SCALE
DETAIL
B
NOTES:
1.) B.F. BOTTOM FACE
E.W. EACH WAY
2.)C.J. CONTRACTION JOINT
3.) AT CONTRACTORS OPTION CONSTRUCTION JOINT
MAY BE SUBSTITUTED FOR CONTRACTION JOINT
STOP SLAB REINF. 2"
FROM JOINT (TYP.)
3/4" DIA. SMOOTH DOWEL
16" LONG @ 12" O.C.
PAINTED & OILED ONE END
PER SPECIFICATIONS
(CENTERED IN SLAB)
HARDBOARD INSERT
OR 1/8" WIDE SAWCUT
STOP SLAB REINF. 2"
FROM JOINT (TYP.)
A
SB001A
B
SB001A
SCALE: NO SCALE
CONTRACTION JOINT IN SLAB
SCALE: NO SCALE
DOWELED CONSTR. JT. IN SLAB
CONCRETE SLAB
ON GRADE
FOUNDATION WALL
OR OTHER VERTICAL
SURFACE
NO. 30 FELT
3/8"
FORMED SEALANT
RESERVOIR
WITH SEALANT
SCALE: NO SCALE
SLAB ON GRADE AT VERTICAL SURFACE DETAIL
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
N T
S
SB001A
K
S
B
A D
W G
D E
S I G
N
A
G
N
E R
A L
N
O T
E S
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
K
J
H
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
SCALE: 1/4" = 1'-0"
2' 4'0 8'
FOUNDATION PLAN NOTES:
1. FINISHED FLOOR ELEVATION = 100'-0". ARCHITECTURAL ELEVATION 100'-0"
EQUALS CIVIL ELEVATION 4281.00'.
2. ALL INTERIOR SLABS ON GRADE SHALL BE PLACED ON A VAPOR BARRIER
OVER A 6" CAPILLARY WATER BARRIER, U.N.O.
3. DETAILS INDICATED AS "TYPICAL" MAY NOT BE INDICATED ON PLAN. THESE
DETAILS APPLY IN AREAS WHERE A CONDITION SIMILAR TO THAT DEPICTED
IN THE DETAIL OCCURS.
4. FLOOR SLAB SUBGRADE AREAS SHALL BE OVEREXCAVATED TO SUCH AN
EXTENT SO AS TO PROVIDE A MINIMUM OF 12" OF STRUCTURAL FILL
BENEATH ALL FLOOR SLABS AND PAVEMENTS; HOWEVER, PROVIDED THAT
THE EXISTING SUBGRADE SOILS MEET THE PHYSICAL CHARACTERISTICS
FOR STRUCTURAL FILL, ONLY SCARIFICATION AND COMPACTION WILL BE
NECESSARY.
5. EXPOSED CUT SURFACES, AS WELL AS SURFACES TO RECEIVE FILL, SHALL
BE SCARIFIED TO A MINIMUM DEPTH OF 8 INCHES AND WATERED AS
NECESSARY TO BRING THE UPPER 12 INCHES TO OPTIMUM MOISTURE
CONTENT OR ABOVE.
6. PRIOR TO PLACEMENT OF FILL THE BUILDING AND PAVED AREAS SHALL BE
INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE GEOTECHNICAL
ENGINEER.
7. FILL SHALL BE SPREAD IN LAYERS NOT EXCEEDING 8 INCHES, WATERED AS
NECESSARY, AND COMPACTED. MOISTURE CONTENT AT THE TIME OF
COMPACTION SHALL BE 2 PERCENT BELOW OPTIMUM MOISTURE OR
HIGHER. A DENSITY OF NOT LESS THAN 95% MAXIMUM DRY DENSITY WITHIN
THE BUILDING PAD AND PAVED AREAS SHALL BE OBTAINED FOR THE
STRUCTURAL FILL. STRUCTURAL FILL, AS WELL AS THE NATIVE SOILS,
OUTSIDE THE BUILDING PAD AND PAVED AREAS SHALL BE COMPACTED TO
90% OF MAXIMUM DRY DENSITY.
8. DIMENSIONS SHOWN AROUND BUILDING PERIMETER ARE TO FACE OF
CONCRETE FOOTING.
A
A
FOOTING SCHEDULE
MARK FOOTING BOTTOM OF
FOOTING
ELEVATION
SIZE REINFORCING
CF2-0
2'-0"x1'-4" (3) #5 LONG., BOTTOM 97'-10"
MASONRY SCHEDULE
MARK WIDTH REINFORCING
8" #5 BARS @ 24" O.C.MAX.
SCALE: 1/4 INCH = 1 FOOT
FOUNDATION PLAN
SB501A
SB501A
CF2-0
CF2-0
C F
C F
A
STRUCTURAL STOOP
STRUCTURAL
STOOP
C J
C J
44'-0 3/8"
4'-0" TYP.
F1 3'-0"x3'-0"x1'-0" (3) #5 E.W., BOTTOM 98'-4"
HSS4X4X5/16
C J
C.J.
F1
16'-8 3/8"
SB501A
SB501A
SB501A
TRUE
NORTH
PLAN
NORTH
STRUCTURAL STOOP
C.J.
C.J.
C.J.
A
4" CONC. SLAB ON GRADE
W/ 6X6 W2.9XW2.9 W.W.F.
SB501A
FLOOR DRAIN
- SEE MECH.
FLOOR DRAIN
- SEE MECH.
FLOOR DRAIN
- SEE MECH.
SB501A
SB501A
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
O J E
D
E S
C
SB101A
K
S
B
A D
W G
F O
U N
D A
T I O
N
P
L A
N
K F
B
R E
D E
H O
E
P P
R
B U
I L D
I N
G
A
K
A D
Y
T
O
A
D V
E R
T I S
E
R
T A
SCALE: 3/4" = 1'-0"
8" 1'-4"0 2'-8"
S E
E
P
L A
N
S E
E
P
L A
N
6"
6"
20"
SCALE: 3/4 INCH = 1 FOOT
TYPICAL STRUCTURAL CONCRETE STOOP DETAIL
SCALE: 3/4 INCH = 1 FOOT
EXTERIOR WALL AT CONCRETE FOOTING
1/2 WALL HT.
(APPROX.)
24" 3"
3"
NOTE:
ALSO APPLICABLE TO
WALL CORNERS
DETAILS I, II, OR III
AT CONTRACTOR'S
OPTION
I
II
III
OVERLAPPING
COURSES
SPECIFIED JOINT REINF.
@ 16" O.C. VERT.
FILL W/ GROUT
CONTROL JOINT
LOCATION - REF.
ARCH. PLANS
NON-OVERLAPPING
COURSES
SPECIFIED JOINT REINF.
@ 16" O.C. VERT.
STEEL STRAP 1/4"x1"x
@ 32" O.C.
SCALE: 3/4 INCH = 1 FOOT
TYPICAL MASONRY WALL INTERSECTION DETAILS
#3 @ 24" O.C.
1/2" EXPANSION JOINT
6" CONCRETE SLAB
W/ #4 @ 12" O.C.
EACH WAY
WALL BEYOND
- SEE PLAN
CONC. SLAB ON GRADE
- SEE PLAN
VAPOR BARRIER
CONC. FTG. - SEE
PLAN & SCHED. FOR
SIZE & REINF.
PAVING -
SEE CIVIL
CMU WALL
- SEE PLAN
1/2" EXPANSION JOINT
CONC. SLAB ON GRADE
- SEE PLAN
VAPOR BARRIER
CONC. FTG. - SEE
PLAN & SCHED. FOR
SIZE & REINF.
CMU VENEER
- SEE ARCH.
PROVIDE DOWEL TO
MATCH AND LAP
VERT. WALL REINF.
GROUT SOLID
BELOW GRADE
CENTERLINE OF CMU
WALL = CENTERLINE
OF FOOTING
FINISH GRADE
OR CONC. SLAB
AS OCCURS
LEAN CONCRETE FILL
TO MATCH DEPTH OF
ADJACENT FOOTING
10"X10"X3/4" BASE PLATE OVER 1 1/2"
NON-SHRINK GROUT W/ (4) 3/4" Ø
ANCHOR BOLTS (8" EMBED.)
CONCRETE CLOSURE POUR
AROUND BASE PLATE CONNECTION
1/2" EXPANSION JOINT
CONC. SLAB ON
GRADE - SEE PLAN
CONC. FTG. - SEE
PLAN & SCHED. FOR
SIZE & REINF.
VAPOR BARRIER
STEEL COLUMN - SEE PLAN
1/4
SCALE: 3/4 INCH = 1 FOOT
STEEL COLUMN AT CONCRETE PAD FOOTING
S E
E
P
L A
N
SCALE: 3/4 INCH = 1 FOOT
EXTERIOR WALL AT CONCRETE FOOTING
CMU WALL
- SEE PLAN
CONC. FTG. - SEE
PLAN & SCHED. FOR
SIZE & REINF.
CMU VENEER
- SEE ARCH.
PROVIDE DOWEL TO
MATCH AND LAP
VERT. WALL REINF.
GROUT SOLID
BELOW GRADE
CENTERLINE OF CMU
WALL = CENTERLINE
OF FOOTING
FINISH GRADE
OR CONC. SLAB
AS OCCURS
CENTERLINE OF COLUMN =
CENTERLINE OF FOOTING
8" TYP.
8"
S E
E
P L A
N
S E
E
P L A
N
B
M
I N
B
(FTG. WIDTH)
2/3 B
(3'-0" MIN.)
STRUCTURAL
CONCRETE FOOTING
EXISTING SOILS TO BE
REPLACED WITH STRUCTURAL
FILL TO EXTENTS SHOWN
EXCAVATION LINE IN
COMPLIANCE WITH
OSHA STANDARDS
UNDISTURBED SOIL
SCALE: NONE
STRUCTURAL FILL REQUIREMENTS BELOW FOOTINGS
S O
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
SHEET
IDENTIFICATION
NUMBER
US ARMY CORPS
OF ENGINEERS
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
P
L O
T
D
A T
E
D A
T E
U
S
A
R M
Y
E
N G
I N
E E
R
D
I S
T R
I C
T
C O
R P
S
O
F
E
N G
I N
E E
R S
C O
N T
R A
OMAHA DISTRICT
O M
A H
A
N
E B
R A
S K
A
C O
N S
T R
U C
T
P
U M
P H
O U
E
L
S
T O
R A
G E
C A
N N
B
N
X
I C
O
X
P R
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