261013 - CSSPTF Drawings - Amendment.pdf
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- Trade and Cargo Academy
- Solicitation number
- W912HP27RA002-0003
About this file
This document is a set of architectural and mechanical design drawings for the Cargo Security and Seized Property Training Facility (CSSPTF) located at 2000 Bainbridge Avenue, North Charleston, South Carolina, prepared for the Department of Homeland Security Federal Law Enforcement Training Center and Customs & Border Patrol.
The drawings include structural floor plans, mechanical equipment schedules, and HVAC system specifications. Key structural elements shown on the first floor slab plan include a 10-inch concrete slab at elevation 100'-0", recessed loading docks with 3 bays, roll-up doors (6 locations), W8x31 and W10x68 columns, and masonry walls with flood vents. The mechanical systems include an energy recovery unit (ERU-1, Oxygen 8 Nova B20) with 1,185 CFM capacity, a heating and cooling unit (HC-1, Oxygen 8 3EN1405A) with 1,185 CFM and 43 MBH total cooling capacity, multiple ductless air conditioning units (DAC-1 through DAC-12) ranging from 1.0 to 1.5 tons matched to Daikin heat pumps (HP-1 through HP-5), and a condensing unit (CU-1, Daikin RKF12BVJU9) with 1.0 tons refrigeration capacity using R32 refrigerant. All equipment is rated for 208V, 1-phase, 60Hz operation. The facility includes inspection rooms, high-risk vaults, evidence processing areas, mechanical/electrical/plumbing rooms, and classroom spaces. Design drawings are dated with final submittal on 08/10/26, RTA on 09/08/26, and revision per Amendment 001 on 10/13/26.
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Text version
RTA
SUBMITTAL NOT
FOR
CONSTRUCTION
INDEX: 2 OF 106
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1 2 3 5
E
22'-10" 22'-10" 22'-10" 22'-11"
'-5
1' -9
/2
1'
-9
/2
1'-9 1/2" 1'-9 1/2"
10" CONC SLAB
W/ #6@12 EW
(T & B)
B
C
D
A
'-2
/2
'-0
'-0
'-2
/2
1'-7 1/2"
B.2
C.74' -8
/2
3'
-1
'-2
/2
FOR CURB,
SEE CIVIL
SHT
1'-7 1/2"
1'-7 1/2"
W8x31
COLUMN
(TYP UN)
91'-5"
RECESSED LOADING
DOCK, 3 PLA
E
B
D
A
7'-3" HSS 8x3 POST FOR
MOVEABLE PARTITION
7'-3"
6' -2
3'
-1 1"
3' -1
1" 6'
-2
3' -1
1" 3'
-1 1"
6' -2
'-2
/2
'-2
/2
FD
FD
EQ
VERT
BRACING
(TYP)
S-302
LADDER UP TO
EL 117'-8 3/4"
C
S-301
S-301
S-301
S-301
S-301
S-301
S-201
B
S-202D
S-201 A
S-202
C
S-302
S-302
LA
D
D
ER
FD
'-0
2' -0
2'
-0
'-0
2' -0
2'
-0
'-0
3'
-2
/2
1'-0 1/8" TO
C8 FACE
C8x11.5 ROLL-UP DOOR
POST (TYP 6 PLA)
W10x68 COL
W10x68 COL
W10x68 COL
W10x68 COL
W10x68
COL
1/8"=1'-0" 16'8'4'0
FIRST FLOOR SLAB PLAN
- TOP OF 10" SLAB EL 100'-0" (DATUM)
- DIMENSIONS TO BE COORDINATED WITH ACTUAL
EQUIPMENT PURCHASED AND WITH ARCH SHEETS
- L-X DENOTES STEEL ANGLE LINTEL, SEE STEEL LINTEL &
BEARING PLATE SCHEDULE ON S-505.
- FIRST FLOOR SLAB IS A STRUCTURAL DIAPHRAGM AND
PART OF THE SEISMIC FORCE RESISTING SYSTEM.
SAWCUTTING FOR FUTURE UNSPECIFIED WORK IS NOT
PERMITTED WITHOUT DETAILED ANALYSIS BY A
PROFESSIONAL ENGINEER.
- SEE SHEET S-101 FOR ADDITIONAL PILE LOCATING
NOTES.
TYP
S-301
FOR SUPPLEMENTAL
RE-ENTRANT CORNER BARS
SEE DETAIL ON SHT S-501
2' -0
FOR RAMP RETAINING
WALLS, SEE S-101 FOR
ADDITIONAL INFORMATION
4' -6
/2
SEE ENLARGED
PLAN SHEET S-401
3'-8"
TOP OF LANDING
EL 100'-0"
3' -0
AC
C
ES
S
PA
N
EL
SLAB OPNG FOR
MECHANICAL DUCT,
COORD OPNG SIZE WITH
MECH CONTRACTOR
(3)-#6 @ 12 TOP & BOT REINFORCING
IN ADDITION TO THE TYPICAL FLOOR
SLAB REINFORCING, TYP 3-SIDES OF
RECESSED LOADING DOCKS
L- X
TOP OF CONC
PAD EL 95'-4"
S-301
S-301
MASONRY WALL,
SEE ARCH
TYP 4-PLA
2'-9"
FLOOD VENT
2'-9"
FLOOD VENT
2'-9"
FLOOD VENT
2'-9"
FLOOD VENT
2'-9"
FLOOD VENT
2'-9"
FLOOD VENT
* * *2'-9"
FLOOD VENT*
5"± SLAB DEPRESSION AT ELEC FLOOR
BOX, TYP 21-PLA, COORD FLOOR BOX
LOCATIONS WITH ELEC CONTRACTOR
COORD PLACEMENT
OF REBAR WITH FLOOR
BOX LOCATIONS
ADD'L REINF AT CORNERS
OF SLAB DEPRESSION, SEE
TYPICAL DETAIL ON S-501
2'-9"
FLOOD VENT
TYP
S-301
SLOPE
SLOPE
SLOPE
ADD'L REINF AT CORNERS
OF SLAB OPENING, SEE
TYPICAL DETAIL ON S-501
S-301
TYP 4-PLA
ADD'L 2-#6 x 8'-0"
LONG TOP BARS
EW (TYP EA PIER)
ADD'L 2-#6 x 20'-0"
LONG BOT BARS AT
CMU WALL LOCATION
2'-4 1/4"
3/
8" 1'
-2
1'-2"
ADD'L 3-#6 x 12'-0" LONG TOP BARS
ADD'L 3-#6 x 12'-0" LONG TOP BARS
ADD'L 3-#6 x 8'-0" LONG TOP BARS ADD'L 3-#6 x 8'-0" LONG TOP BARSADD'L 3-#6 x 8'-0" LONG TOP BARS
1 5/8"
1' -2
" W
AL
L
7' -0
/2
1' -2
" W
AL
L
CONC PAVEMENT,
SEE CIVIL SHTS
SIGN, SEE
CIVIL SHTS
RAMP, SEE
CIVIL SHTS
40'-0"
5'-0"
3' -0
EQ
S
PA
'-0
6' -0
18" CONC SLAB
W/ #6@12 EW
(T & B)
S-304
S-304
S-304
9'-1 1/2"3'-0"
IN
N
ER
L
AY
ER
OUTTER LAYER
S-301
'-0
3' -0
1/
2"
S-304
11'-4 1/2" 11'-6"
(3) ADDITIONAL #6x6'-0" TOP
BARS EW @ 12" CENTERED
OVER TOP OF PRECAST
PILE (TYP @ EA PILE)
RECESSED AREA, DROP TOP REBAR
DOWN AT SLAB DEPRESSION TO
MAINTAIN CONC COVER, SEE
INTERIORS DRAWINGS FOR EXTENT
OF SLAB DEPRESSION REQUIRED
5/8"5/ 8"
15'-10"
6' -0
C
GENERAL SHEET NOTES
1. FOR GENERAL STRUCTURAL NOTES, SEE SHEETS S-001 & S-002.
2. FOR TYPICAL CONCRETE DETAILS, SEE SHEETS S-501 & S-502.
3. FOR COLUMN SCHEDULE, BASE PLATE AND ANCHOR ROD
DETAILS, SEE SHEET S-505.
4. FOR TYPICAL MASONRY DETAILS, SEE SHEET S-506.
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
DE
PA
RT
M
EN
T
OF
H
OM
EL
AN
D
SE
CU
RI
TY
FE
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RA
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EN
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CU
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BO
RD
ER
P
AT
RO
L
B
AI
NB
RI
DG
E
AV
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HA
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TO
N, S C
Sheet Reference No.
1:
(D S
H
EE
T)
SEAL
R W
B
D w n by
D es ig ne d by
R ev ie w ed b y:
D at e:
R ev
C kd b y:
Su bm itt ed b y:
D ra w in g Sc al e:
Pl ot s ca le
ST
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Pr oj ec t N o.
D ra w in g co de
D es cr ip tio n
D at e Ap pr
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21 3 4 5 6
D
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21 3 4 5 6
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D
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A
M ar k
9/ 8/
ST
V
In co rp or at ed
W
ES
T W
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D R
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D O
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PM
INDEX: OF
S-102
FI
R
ST
F
LO
O
R S
LA
B
P
LA
N
D
EB
D
EB
D
EB
JY
C
A
FI
NA
L S
UB
MI
TT
AL
/10
/26
RW
B B
RT
A
/08
/26
RW
B C
RE
VI
SE
D
PE
R
AM
EN
DM
EN
T
/13 /26
RW
B
P F
T
T T
T
T T
T
T
T
TT
T
T
D
C
B
1 2 4 5
20x12
16ø ø ø
G-1
G-1
D-1
D-2
G-2
D-1
G-1
D-1
G-1
G-1
D-1
R-1
R-1
R-1
75G-1
D-1
D-4
F
R-2
22x22 20x12
G-1
BD
BD
BDBD
BD
BD
BD
BD
BD
BDBDBD BD
BD
8ø
14x14 x
10x10
12x10 x
12x6
10x10 D-1
6x6
6x6
6x6
10x10
DL-1
DL-1
DL-1
DL-1
DL-1
DL-1
DL-1
DL-1
8ø
10x10
6ø
6ø
18x14
EXHAUST UP
EV-1 ON ROOF
D-4
D-4
BDBD
BDBD
BDBD
BDBD
R-3
12x12
8x8
6ø
6ø
BD
BDBD
6x6
8x8 6x6 6x6
BD
BD
BD
10x10
8x8
8x8
14x14 HC
M-301
M-301
FD FD
FDFD
12x12
12x12
8x8
FD
FD
CP
12x10
12x10
12x6
20x12
8ø
BD
BD
BD
DAC-11
DAC-12
DAC-4
DAC-9
DAC-10
DAC-8
DAC-7
DAC-6
DAC-3
DAC-2
DAC-1
DAC-5
D
D
D D
D
D D
D D
D
D
DD
D
DDD
1"ø
1"ø
1"ø
1"ø
1"ø
1"ø
1"ø
1"ø
1"ø 1"ø
1"ø
1"ø
1"ø1"ø
18x14
18x14
6ø x x
14x14
FDFD
FD
FD
FD
14x18
M-301
8x8
1"ø
1"ø
18x14
MD
30x20 LOUVER, SEE
ARCHITECTURAL
SHEETS
1"ø
D
FD
20x1216ø
ADR
ADR
ADR
ADRADR
ADR
ADR
10x10
FD
ADR
SLOPE
S L O
P E
SLOPE
SLOPE
SLOPESLOPE
S L O
P E
S L O
P E
F-1
1 1
3 6
M-301
M-301
M-301
INSPECTION
VEST
V-01
BREAK AREA
HIGH RISK VAULT
GEN PROP VAULT
EVIDENCE PROC
AND PREP
MECH / ELEC /
PLUMB
AG INSPECTION
PROP STOR
INST A/V
LAN
MEN'S TOILET
WOMEN'S TOILET
JC
CLASSROOM A
CLASSROOM B
CORRIDOR
C-01
SA
SA
x
PPE GOWNING
M-301
E
A
ADR
ADR
ADR
BD
D-1
BD
6ø
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
30x20
ERU
1"ø
FCU
8x8
18x14
FDADR
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
D E
P A
R T
M E
N T
O F
H O
M E
LA
N
D S
E C
U R
IT
Y
F E
D E
R A
L
LA
W E
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C E
M E
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A
IN
IN
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B O
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P A
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T R
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B A
IN
B
R
ID
G E
A V
E , N
O R
T H
C H
A R
LE
S
T O
N , S
C
Sheet Reference No.
:1
D
S H
E E
T
D .0
SEAL
R W
B
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a te
R e v
C k d b y
S u b m it te d b y
D ra w in g S c a le
P lo t s c a le
S T
V P ro je c t
N o
D ra w in g c o d e
D e s c ri p ti o n
D a te
A p p r.
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
M a rk
INDEX: OF
13B1193.51AKEYPLANSCALE: NONE
S T
V I n c o rp o ra te d
W
E S
T W
E L S
H D
R
IV
E D
O U
G L A
S S
V
IL
L E
P
A
C
C U s e rs \m o s e rw r\ D o c u m e n ts
\M -D
-C S
S P
T F
-2 m o s e rw r.
rv t
/1 /2
:1
:2
A M
F L
O O
R P
L A
N
/1
/2
W
R M
W R
M M
B L
A R
M-101
GENERAL SHEET NOTES
SHEET KEYNOTES
1. SEE SHEET M-001 FOR GENERAL NOTES AND LEGEND.
1. FIELD ROUTE RS & RL PIPING BETWEEN HEAT PUMP ON
ROOF AND DUCTLESS AIR CONDITIONING UNITS ABOVE
CEILING. SIZE ALL PIPING AS PER MANUFACTURERS
INSTALLATION INSTRUCTIONS. ROUTE PIPING AS HIGH AS
POSSIBLE IN CEILING SPACE TO TERMINATION
POINTS.
2. FIRE SEAL WALL PENETRATION FOR 1.5 HOUR FIRE
RATING.
3. BALANCE VENTILATION AIR FOR INSPECTION ROOM 100 TO
275 CFM.
4. TERMINATE CONDENSATE DRAIN AT FLOOR DRAIN IN
MECHANICAL ROOM 108.
5. TERMINATE CONDENSATE DRAIN AT MOP SINK IN JANITORS
CLOSET 115.
6. COORDINATE IN FIELD CROSSING THROUGH STRUCTURAL
CROSS BRACING AT THIS POINT.
7. 10x10 ALUMINUM DUCTWORK FROM EF-1 ON ROOF TO OPEN ENDED DUCT W/ 1/4"x1/4" WIRE MESH SCREEN IN CRAWL
SPACE. DUCTWORK SHALL BE SEALED WEATHERTITE
ALONG THE ENTIRETY OF THE VERTICAL RUN. SEAL
DUCTWORK PENETRATION THROUGH SLAB WEATHER /
WATER TITE.
8. VFD SERVING EF-1 MOUNTED ON WALL.
9. ERU-1 ELECTRIC CONTROL BOX MUST BE MOUNTED ON
THIS SIDE OF UNIT. MAINTAIN 36" CLEAR IN FRONT OF PANEL
PER NEC.
3/16" = 1'-0"
FLOOR PLAN
4' 12'0 8'
A F
IN
A
L D
E S
IG
N
/1
/2
R W
B
B R
T A
/0
/2
R W
B
C R
E V
IS
E
D P
E R
A M
E N
D M
E N
T
/1
/2
R W
B
C
C
SERVICE PRESSURE CLASS
DUCTWORK PRESSURE/SEAL CLASS
SYSTEM
SUPPLY
FCU-1
EF-1
RETURN
+1"
-1"
+2"
A
A
A
-1" AEXHAUST
-2" A
SUPPLY
OUTSIDE AIRERU-1
EXHAUST AIR -2" A
SEAL
CLASS
ENERGY RECOVERY UNIT SCHEDULE
MARK
BASIS OF
DESIGN
MODEL
SUPPLY FAN
NOTES
HEAT PUMP SCHEDULE
BASIS OF
DESIGN
MFR
EXHAUST FAN
CFM RPM
DISCHARGE
ARRANGEMENT
ESP
(IN.WG.)
VOLTS PHASE Hz HP FLA CFM RPM
DISCHARGE
ARRANGEMENT
ESP
(IN.WG.)
VOLTS PHASE Hz HP FLA
ERU-1 OXYGEN 8 NOVA B20 1185 2428 HORIZONTAL 1.0 208 1 60 1.0 3.9 1185 2447 HORIZONTAL 1.0 208 1 60 1.0 3.9
ENERGY RECOVERY UNIT SCHEDULE (CONTINUED)
OUTDOOR AIR RETURN AIR SUPPLY AIR EXHAUST AIR
MIN
RECOVERY
EFF
SENS. / LAT.
TYPE
ELECTRICAL (UNIT)
ELECTRICAL
(CONTROLLER)
EECTRICAL (ELECTRIC
REHEAT)
CFM
AIR TEMP °F
CFM
AIR TEMP °F
CFM
MAX
PD IN
WG
AIR TEMP °F
CFM
MAX
PD IN
WG
AIR TEMP °F
V/PH/HZ MCA MOCP V/PH/HZ MCA MOCP V/PH/HZ MCA MOCP
SUMMER WINTER SUMMER WINTER SUMMER WINTER SUMMER WINTER
1185 91 19 1185 75 70 1185 0.43 81.2 50.1 1185 0.97 84.8 38.9 60.9 / 45.6 ROTARY 208/1/60 8.8 15 208/1/60 0.3 15 208/1/60 42.08 45 -
HEATING AND COOLING UNIT SCHEDULE
MARK MFR MODEL CFM
COOLING COIL HEATING COIL
MATCHED
OUTDOOR -
#UNIT
NOTESEAT °F LAT °F
TOTAL
MBH
SENSIBLE
MBH
REFRIGERANT
EAT° F LAT° F
TOTAL
KW
NO. OF
STAGES
VOLTS PHASE Hz
DB WB DB WB
SUCTION
TEMP °F
TYPE
HC-1 OXYGEN 8 3EN1405A 1185 81.2 70.7 57.0 56.0 66.8 36.5 43 R32 55 70 4.8 1 208 1 60 HP-5 -
ELECTRONIC EXPANSION VALVE BOX SCHEDULE
MARK
BASIS OF
DESIGN
MFR
BASIS OF
DESIGN
MODEL
NOMINAL
CAPACITY
(MBH)
AHU HEAT
EXCHANGER
COOLING
CAPACITY RANGE
(MBH)
AHU HEAT
EXCHANGER
HEATING
CAPACITY RANGE
(MBH)
AHU HEAT
EXCHANGER
REFRIGERANT
VOLUME RANGE
(CUBIC INCHES)
ELECTRIC
MATCHED
INDOOR
#UNIT
MATCHED
OUTDOOR
UNIT#
NOTES
VOLTS PHASE Hz
EEV-1 DAIKIN EKEXV140-US 60.0 53.0 - 60.0 59.5 - 67.5 252 - 281 208 1 60 HC-1 HP-5 -
MARK
BASIS
OF
DESIGN
MFR
BASIS OF
DESIGN MODEL
NOMINAL
COOLING TOTAL
BTU/HR
NOMINAL
HEATING TOTAL
CAP. BTU/HR
COOLING
OPERATION
TEMP °F
REFRIGERANT
TYPE
COMPRESSOR
VOLTS PHASE Hz MCA MOCP
MIN.
ENERGY
EFF
(SEER2)
MATCHED
INDOOR # UNIT(S)
NOTES
RLA TYPE
HP-1 DAIKIN RXTA60AAVJU 57500 57000 95 R32 23.2 INVERTER 208 1 60 34.6 35 16 FCU-1 -
HP-2 DAIKIN RXTA48AAVJU 45500 47500 95 R32 19.0 INVERTER 208 1 60 29.4 30 20.5
DAC-1, DAC-2, DAC-3,
DAC-5, DAC-11, DAC-12
HP-3 DAIKIN RXTA36AAVJU 34200 37000 95 R32 15.3 INVERTER 208 1 60 19.8 20 20 DAC-6, DAC-7, DAC-8 -
HP-4 DAIKIN RXTA48AAVJU 45500 47500 95 R32 19.0 INVERTER 208 1 60 29.4 30 23 DAC-9, DAC-10 -
HP-5 DAIKIN RXTA60AAVJU 57500 57000 95 R32 23.2 INVERTER 208 1 60 34.6 35 20 HC-1 -
CONDENSING UNIT SCHEDULE
MARK
BASIS
OF
DESIGN
MFR
BASIS OF
DESIGN
MODEL
CONDENSER FAN DATA COMPRESSOR DATA ELECTRICAL DATA
MATCHED
INDOOR # UNIT NOTES
QUANTITY
TOTAL
CFM
TOTAL
WATTS
QUANTITY RLA
NOMINAL
TONS
REFRIGERATION
TYPE
VOLTS Hz PHASE
CU-1 DAIKIN RKF12BVJU9 1 730 41 1 7.5 1.0 R32 208 60 1 DAC-4 -
DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING
D E
P A
R T
M E
N T
O F
H O
M E
LA
N
D S
E C
U R
IT
Y
F E
D E
R A
L
LA
W E
N F
O R
C E
M E
N T
T R
A
IN
IN
G
C E
N T
E R
C U
S T
O M
S
B O
R D
E R
P A
T R
O L
C A
R G
O S
E C
U R
IT
Y
A N
D S
E
IZ
E D
P R
O P
E R
T Y
T R
A
IN
IN
G
F A
C
IL
IT
Y
B A
IN
B
R
ID
G E
A V
E , N
O R
T H
C H
A R
LE
S
T O
N , S
C
Sheet Reference No.
:1
D
S H
E E
T
D
.0
SEAL
R W
B
D w n b y
D e s ig n e d b y
R e v ie w e d b y
D a te
R e v
C k d b y
S u b m it te d b y
D ra w in g S c a le
P lo t s c a le
S T
V P ro je c t
N o
D ra w in g c o d e
D e s c ri p ti o n
D a te
A p p r.
E
21 3 4 5 6
D
C
B
A
21 3 4 5 6
E
D
C
B
A
M a rk
INDEX: OF
13B1193.51AKEYPLANSCALE: NONE
S T
V I n c o rp o ra te d
W
E S
T W
E L S
H D
R
IV
E D
O U
G L A
S S
V
IL
L E
P
A
C
C U s e rs \m o s e rw r\ D o c u m e n ts
\M -D
-C S
S P
T F
-2 m o s e rw r.
rv t
/1 /2
:1
:2
A M
S C
H E
D U
L E
S
/1
/2
W R
M
W R
M M
B L
A R
M-701
GENERAL SHEET NOTES
1. SEE SHEET M-001 FOR GENERAL NOTES AND LEGEND.
A F
IN
A
L D
E S
IG
N
/1
/2
R W
B
B R
T A
/0
/2
R W
B
C R
E V
IS
E
D P
E R
A M
E N
D M
E N
T
/1
/2
R W
B
| G-001 COVER SHEET |
| G-002 SHEET INDEX |
| STRUCTURAL |
| S-102 - First Floor Plan |
| G-002 SHEET INDEX |
| MECHANICAL |
| M-101 - First Floor Plan |
| M-701 - Schedules |
File details come from the government source that posted it. Updated .