AM0002 MSA Jordan Drawings 16 Dec 21.pdf
PDF 31 MB Posted
- Solicitation number
- W912ER22R0007
About this file
This solicitation notice is for the construction of a new Munitions Storage Area located in Jordan. The U.S. Army Corps of Engineers Transatlantic Middle East District seeks a contractor to design and build earth covered magazines, paved roads, security fencing, and lightning protection to store up to 3.0M Net Explosive Weight of munitions. The facilities will also include Conventional Ammo Maintenance, Precision Guided Munitions Maintenance, Trailer Maintenance, and Administrative buildings along with access roads, culverts, utilities, and fire protection systems. The estimated budget for the project is between $25-100 million. The contract type will be firm-fixed-price for a period of performance of 870 calendar days from notice to proceed. The solicitation was changed from W912ER-20-R-0014 to W912ER-22-R-0007 to reflect the new fiscal year and will be awarded based on evaluation of cost and technical factors to provide the best overall value to the government.
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%PRODUCTION DATA 1%
%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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CU503
AMENDMENT 0002
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N D
M E
D
D
SCALE
SEPTIC TANK DETAILS
A2
N.T.S.
O m m m m m m
UNDISTURBED SOIL
HAND COMPACTED BACKFILL
DO NOT RUN OVER WITH LIGHT
OR HEAVY EQUIPMENT
EL.="N"
GEOTEXTILE
FILTER FABRIC
900mm900mm
100mm Ø PVC
PIPE WITH
WATERTIGHT
JOINTS
m m
1800mm
100mm Ø PERFORATED
PIPE, RE: A5/CU505
INV. EL.="Q"
19mm TO 50mm CLEAN
CRUSHED GRAVEL
HOLE
SEE NOTE
BELOW
LINE
120°
PREFORATION SPECIFICATION NOTE:
1. TWO ROWS OF 12.7m Ø HOLES WITH HOLE SPACING OF
125mm CENTER-TO-CENTER. ROWS ARE 120° APART.
250mmØ SEWER MANHOLE
FRAME AND COVER
12mm @
200mm O.C.
B.W.
200mmTHK. CMU
150mm
CLEANOUT
250mm Ø SEWER
MANHOLE FRAME
AND COVER
150mm Ø PVC INLET
FOR CONTINUATION
SEE SHEETS CU404,
CU405, AND CU406
m m m m
I
200mm
"L""K"
"M" m m
2-12mm EXTRA BARS
150mm HIGH x 300mm WIDE
OVERFLOW OPENING
INLET INVERT
200mm THK. CONCRETE TOP SLAB
EL="B"
200mm CMU WALL W/ REINF. BAR
12mm @ 200mm O.C. VERTICAL, 10mm BAR @ 400mm O.C. HORIZ., 12.7mm THK. PLASTERED FINISH ON
INSIDE WALL AND ALL CELL GROUTED.
12mm @ 200mm O.C. B.W.
150mm THICK COMPACTED
BASECOURSE
150mmØ CAST
IRON CLEANOUT
CONCRETE COLLAR
AROUND MANHOLE
COVER (TYP)
OUTLET
COMPARTMENT
INLET
COMPARTMENT
FIN./EXIST. GRADE
100mm Ø TEE m m
LIQUID LEVEL
200mm 200mm"F"
200mm m m
FLOW
FLOW
m m
150mm
TEE
150mm HEIGHT x 300mm WIDE
OVERFLOW OPENING
INTERIOR CMU WALL SAME
REINFORCEMENTS WITH
EXTERIOR WALL.PLASTERED
FINISH ON EACH SIDE
EL= "C"
FINISH GRADE
200mm CMU WALL W/ REINF.
BARS 12mm @ 200mm O.C.
VERTICAL, 10mm @ 400mm O.C.
HORIZ., 12.7mm THK.
PLASTERED FINISH ON INSIDE
WALL AND ALL CELLS
GROUTED
CONSTRUCTION JOINT TYPICAL
ALL AROUND
BOT. EL.="D"
1800mm m m
SEWER MANHOLE FRAME
AND COVER (TYP)
RIM EL.="A"
m m
150mm Ø OUTLET TO LEACHING FIELD
FLOW
SEWER MANHOLE FRAME AND
COVER
EL="G"
SEWER
SANITARY SANITARY
SEWER
150mm Ø OUTLET
FOR CONTINUATION SEE
DETAILS A2/CU504 AND
D2/CU504
FLOW
SCALE
TRANSVERSE SECTION
C2
N.T.S.
SCALE
LONGITUDINAL SECTION
E2
N.T.S.
SCALE
LEACHING FIELD SECTION
A5
N.T.S.
SCALE
UNDERDRAIN PIPE DETAIL
B9
N.T.S.
PERFORATED
PLAN
m m
200mm 200mm
C2
E2
E
N
A
S
S
E
W
I T
R
A
Y
R
25mmØ HOLE
CAST IRON
600mm DIAMETER
597mm
6mm
19mm m m m m m m
7@38=266
19mm
75mm
13mm m m m m m m m m m m m m
50mm
CAST IRON
8 RIBS, SPACED
EQUALLY
m m m m
SCALE
MANHOLE COVER
C6
N.T.S.
SCALE
MANHOLE FRAME
D9
N.T.S.
SECTION "A"
SECTION "B"
PLAN OF SANITARY SEWER MANHOLE
BOTTOM VIEW OF COVER
SECTION "C"
PLAN
C
CU502
B
C U
A
CU502
DIMENSIONS IN MILLIMETERS
ELEVATIONS IN METERS
SEPTIC
SYSTEM
TMFA
TWMS
CWMS
A B C D E F G H I J K L M N O P Q R S
507.69 507.54 506.64 504.84 2700 5200 506.64 2500 2500 2900 3340 1660 5600 507.72 800 1250 506.62 506.62 506.62
508.25 508.10 507.39 505.59 2510 2480 507.39 1140 1140 1540 1520 760 2880 508.99 500 950 507.29 507.29 507.29
508.40 508.25 507.54 505.74 2510 2480 507.54 1140 1140 1540 1520 760 2880 508.11 500 950 507.31 507.31 507.31
E
"H"
BACKFILL
ZONE
DRAINAGE
ZONE
ABSORPTION
ZONE
MEASUREMENT TABLE
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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CU507
AMENDMENT 0002
A
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D
D
EL. 509.00
GUIDE RAIL
STAINLESS STEEL
LIFTING ROPE
POWER CABLE
TRAP
ALARM BELL
CAST IN PLACE
VALVE VAULT
JUNCTION
BOX
COUPLING
GATE VALVE
CHECK VALVE
COUPLING
38 DIA. DUCTILE IRON PIPES
HIGH LEVEL ALARM, ELEV. = 507.74
ALTERNATE PUMP ON, ELEV. = 507.66
PUMP ON, ELEV. = 507.27
NOTES:
PUMP STOP, ELEV. = 507.12
ELEV. = 506.54
DISCHARGE INVERT
SEE SHEET CU507
0.8mX0.8M ALUMINUM SIDEWALK
DOOR, PROVIDE GRAB BAR
10 DIA. @ 200 E.W.
2-10 DIA. BARS
@ 100 DIAG.
CONCRETE BASE
FIRST JOINT SHOULD BE
300 MAX. FROM EDGE
OF MANHOLE
PLAN
SECTION A
150x150-W7xW7 WELDED
WIRE FABRIC OR EQUIV.
CONTROL PANEL AND MANUAL
DISCONNECT SWITCH IN NEMA 4x
STAINLESS STEEL ENCLOSURES
100MM VENT WITH
STAINLESS STEEL
INSECT SCREEN.
FINISHED
GRADE
LOW LEVEL ALARM,
ELEV. = 507.04
DUPLEX SUBMERSIBLE PUMPS,
EACH PUMP WITH CAPACITY
OF 0.16 LPS @ 1.93 M
38 X 38 TEE
1. SCOPE OF WORK INCLUDES THE FOLLOWING: MANHOLE W/ACCESS COVER,
VALVE VAULT, PUMPING EQUIPMENT, LEVEL INSTRUMENTATION, AND
DISCHARGE PIPING/VALVING. SINGLE-PHASE DUPLEX SUBMERSIBLE
PUMPS ARE TO PROVIDE 0.16 LPS AT 1.93 M HEAD EACH. SEE SPEC.
SECTION 35 45 02.00 10.
2. VALVE BOX CONSTRUCTION SIMILAR TO SHALLOW MANHOLE. SEE DETAIL
A1 THIS SHEET.
3. NO GALVANIZED PIPE OR FITTINGS ALLOWED.
4. ALL STAINLESS SHALL BE TYPE 316.
5. PROVIDE VALVES AND FITTINGS FOR EACH PUMP DISCHARGE.
6. ALL MEASUREMENTS IN MILLIMETERS
SCALE
DUPLEX SUBMERSIBLE PUMP CHAMBER
D3
N.T.S.
ELEV. = 508.86
A
FINISH GRADE
SETTLEMENT
CHAMBER
INTERIOR
WALLS
SURGE PIT
CAGE
SCALE
CAST IN PLACE VALVE VAULT
A3
N.T.S.
M
X
200 1200 200
10 DIA. @ 300 E.W. CENTERED
IN WALL (TYP.)
CU507
13,000
M A
X
690 WIDE BOTTOM
EL. = 508.51
300 WIDE BERM
TOP EL. = 508.81
POND STORAGE
VOLUME = 6,600 L
CONCRETE
EQUIPMENT PAD
TOP EL. = 508.81
ABOVE GROUND
OIL-WATER
SEPARATOR UNIT
40 MM Ø
OUTLET
PIPE
DISCHARGE
SCALE
EVAPORATION POND
D7
N.T.S.
PLAN
SECTION 1
300 WIDE
BERM
MIN.
PERIMETER ANCHOR TRENCH:
BACKFILL WITH SOIL MATERIAL
FREE OF STONES AND SHARP
EDGED DEBRIS EXCAVATED
FROM POND
MAX
SLOPE
D E
P T
H
EL. = 508.51 M
EL. = 508.81 M
FLAT BASE
1.12 MM EPDM
GEOMEMBRANE
POND LINER
M
M
S A
N D
L A
Y E
R
SUBGRADE
40 MM Ø OUTLET
PIPE DISCHARGE
FROM OIL-WATER
SEPARATOR UNIT
CONCRETE
EQUIPMENT PAD
THICKEND EDGE4
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J O
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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CU510
AMENDMENT 0002
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SIDE SECTION
END SECTION
ELECTRIC PANEL
150 mm DISCHARGE
150 mm INTAKE
EL 504.0
150 mm DISCHARGE
FLOW METER
HORIZONTAL
END SUCTION
PUMPS
PUMP CONTROL
VALVE, TYP OF 3
PUMP INLET AND
OUTLET ISOLATION
VALVES, TYP OF 6
SCALE
DOMESTIC WATER PUMP BULIDING PLAN
A2
N.T.S.
KEYNOTES:
1. BOOSTER PUMPS D1, D2, AND D3 (BACKUP); REFERENCE
PUMP SCHEDULE THIS SHEET.
2. PRESSURE REGULATING VALVE
3. FLOW METER
4. AIR COMPRESSOR
5. VARIABLE FREQUENCY CONTROLLER FOR BOOSTER
PUMPS D1 AND D2:
· ON/OFF STATUS OF EACH PUMP
· FLOW MEASUREMENT
· CUMULATIVE FLOW MEASUREMENTS
· PRESSURE
· STORAGE TANK WATER LEVEL
· SURGE PROTECTIVE DEVICES (SPDs)
· ALARMS
ALL WIRING FROM WATER STORAGE TANK TO BE
INSTALLED UNDERGROUND AND INCLUDE SURGE
PROTECTION ROUTED TO THE DOMESTIC WATER
ELECTRIC CONTROL PANEL
6. 150 mm PVC SUPPLY LINE TO BUILDING
7. 13 mm ISOLATION VALVE
8. 200 L HYDROPNEUMATIC PRESSURE TANK WITH SIGHT
GLASS BOLTED TO FLOOR, RE: A8/CU510
· MAXIMUM PRESSURE PUMP CUTOFF = 620.5 KPa
· LOW PRESSURE PUMP START = 482.6 KPa
9. 150 mm AIR RELEASE VALVE
10. 150 mm PVC DISCHARGE LINE TO DOMESTIC WATER
DISTRIBUTION SYSTEM
11. 150 mm ISOLATION VALVE
12. 150 mm PVC RETURN LINE TO DOMESTIC WATER STORAGE
TANK
13. MOTORIZED LOUVER
14. FLOOR DRAIN; COORDINATE CONNECTION TO 100 mm
OUTLET PIPE, RE: CU406
15. ROOM HEATER 300 V
16. EXHAUST FAN
R
E F
A B
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P L I E
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3.1 M
5.25 M
PREFABRICATED BUILDING
(COORDINATE WITH SUPPLIER)
PUMP HOUSE
FOUNDATEION.
RE: E1/SS401
E7
BOOSTER PUMP SKID PACKAGE
NTS
SCALE
A8
N.T.S.
PRESSURIZED EXPANSION TANK
VERTICAL WITH SIGHT GLASS AND SEISMIC RESTAINTS
SEISMIC RESTRAINT
SIGHT GLASS
BELL & GOSSET
200 L PRESSURIZED
EXPANSION TANK
32 CHARGING
VALVE
13 mm NPTM
SYSTEM
CONNECTION
DRAIN
51 (HOLE SIZE)
375 Ø BOLT CIRCLE
509 HEX
REFLECTOR
37 SIGHT
DIA.
PUMP SCHEDULE
NOTES:
1. ALL ABOVE GROUND PIPING SHALL BE FLANGED AND COMPLY WITH SPECIFICATION 33 11 00.
2. PUMP CONTROLS/SEQUENCE OF OPERATION FOR DOMESTIC WATER DISTRIBUTION SYSTEM BOOSTER PUMPS D1 AND D2:
IF THE PRESSURE AT THE PUMPS DROPS BELOW 510.21 KPa, PUMP D1 WILL BE ENERGIZED AND SLOWLY RAMP THE SPEED UP TO
PROVIDE 6.94 LPS FLOW.
IN THE EVENT THAT PUMP D1 DOES NOT SATISFY THE SYSTEM DEMAND AND THE PRESSURE DROPS TO 496.42 KPa, PUMP D2 WILL BE
ENERGIZED AND SLOWLY RAMP THE SPEED UP TO PROVIDE 13.88 LPS FLOW.
PUMPS D1 AND D2 WILL ALTERNATE FROM LEAD TO LAG AFTER EACH CYCLE.
BOTH PUMPS SHALL SLOWLY SHUT DOWN WHEN EITHER THE PRESSURE AT THE DISCHARGE HEADER REACHES 613.63 KPa OR WHEN THE
WATER LEVEL IN THE STORAGE TANK DROPS TO THE LOW WATER LEVEL CUT OFF SWITCH (ELEVATION=509.94 M) AND WILL NOT START
UNTIL THE WATER LEVEL REACHES 300 mm ABOVE THE LOW WATER LEVEL CUT OFF SWITCH (ELEVATION = 510.24 M).
B2
XF301
B1
XF302
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:50
5m1m 4m3m2m0m
US Army Corps of Engineers ®
SHEET ID
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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GENERAL NOTES
KEYED NOTES #
A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.
C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.
1. FIRE PUMP BUILDING. SEE SHEET XF108
2. WATER STORAGE TANK MINIMUM VOLUME PER TANK WILL BE 283,905
LITERS (75,000 GALLONS) EACH. TANKS WILL BE APPROX 10M IN
DIAMETER AND 10M TALL. TANK SIZE MAY BE LARGER TO ALLOW FOR
COST EFFECTIVENESS OF CONSTRUCTION WHEN DIAMETERS AND
HEIGHTS ARE ALMOST EQUAL.
3. FIRE PUMP TEST HEADER.
4. SUPPLY TO FIRE PUMP.
5. FIRE DEPARTMENT CONNECTION (FDC). FOR FIRE PUMP HOUSE
SPRINKLER SYSTEM.
6. TANK FILL LINES 200 mm.
7. SUPPLY TO SITE MAIN 300 mm.
8. 200 OVERFLOW
9. PUMP BUILDING CONCRETE PAD, SEE CIVIL DRAWINGS
10. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE
11. FIRE PUMP TEST RETURN LINE
12. TANK LADDER SAFETY CAGE
13. TO REMOTE TANK FILL STATION BY ROAD.
14. BACKFLOW PREVENTER OR ISOLATION VALVES WITH CHECK VALVE.
15. OS&Y VALVES.
16. PROVIDE OSHA COMPLIANT FALL PROTECTION FOR WATER STORAGE
TANKS.
17. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE
CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER
STORAGE TANK TO AVOID AIR POCKETS.
1 : 50A2
FIRE PUMP BUILDING & TANKS PLAN
4 11
15 15
17 17
R
E V
IS
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D I
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A
M E
N D
M E
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D E
C
NicholJ Snapshot
(COORDINATE WITH BUILDING SUPPLIER)
(C O
O R
D
IN
A T
E W
IT
H
B U
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S U
P P
L
IE
R
.0
5250.345
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:25
2.5m0.5m 2m1.5m1m0m
US Army Corps of Engineers ®
SHEET ID
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Plot Date:
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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S S
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A R
E A
J R
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J R
-4
X F
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F
IR
E P
U M
P B
U
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G P
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B P
E A
B O
D Y
B S
H A
N N
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B
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M
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E
-1 : 25A2
FIRE PUMP ROOM PLAN
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE CIVIL/STRUCTURAL MANUFACTURERS DRAWINGS FOR FOUNDATIONS
AND SLABS.
C. FIRE PUMP AND ENCLOSURE ARE TO BE PREMANUFACTURED WITHL ALL
NECESSARY EQUIPMENT INCLUDING LIGHTS, VENTILATION FANS, AND
SPRINKLER PROTECTION. FIRE ALARM SYSTEM, INCLUDING PANEL ANTENNA
CONNECTIONS TO SPRINKLERS, FIRE PUMP CONTROLLER, AND VALVES
SHALL BE INSTALLED AND TESTED ON SITE IN ACCORDANCE WITH NFPA 3, 4,
20, AND 72.
1. ELECTRIC HORIZONTAL SPLIT CASE CENTRIFUGAL 4,731 LPM FIRE PUMP
AT 6.9 BAR (1,250 GPM @ 100 PSI).
2. SOFT-START FIRE PUMP CONTROLLER WITH AUTOMATIC TRANSFER
SWITCH.
3. JOCKEY PUMP.
4. JOCKEY PUMP CONTROLLER. SUPERVISE FOR RUNNING CONDITION.
5. 2400 mm MINIMUM STRAIGHT LENGTH FROM TEE FLANGE TO
PUMP FLANGE.
6. FLOW METER.
7. TEST HEADER - (6) 65 MM VALVES.
8. 200 mm OS&Y VALVE WITH TAMPER SWITCH SUPERVISED NORMALLY
CLOSED.
9. CHECK VALVE.
10. RED WEATHER PROOF BEACON
11. FLOOR DRAIN.
12. MOTORIZED LOUVER.
13. EXHAUST FAN.
14. TO REMOTE TANK FILL STATION BY ROAD.
15. RETURN WATER LINE TO STORAGE TANK 200mm.
16. FACP.
17. 50mm SPRINKLER RISER WITH SUPERVISED VALVE, CHECK VALVE, DRAIN, FLOW SWITCH AND PRESSURE GAUGE.
18. REQUIRED FIRE PUMP CLEARANCE. 0.9 M FEET ON THREE SIDES
AND 304 mm AT BACK OF PUMP, MINIMUM.
19. FDC WITH CHECK VALVE AND AUTOMATIC BALL DRIP. PROVIDE SINGAGE
INDICATING FOR PUMP HOUSE SPRINKLER SYSTEM ONLY. "FOR FIRE
PUMP HOUSE SPRINKLER SYSTEM"
20. SUPPLY TO BUILDINGS MINIMUM 250mm.
21. FILL LINES TO TANK.
22. OS&Y VALVES AND CHECK VALVE TO ACCOMODATE FUTURE
CONNECTION TO SUPPLY FROM WELLS.
23. ROOM HEATER 300V.
24. ROOM TEMPERATURES MAY BE HIGH. ALL ELECTRONIC EQUIPMENT
SHALL BE UL LISTED FOR EXPECTED AMBIENT TEMPERATURES.
C
O R
R E
C T
E D
F
IN
A L
S U
B M
IT
T
A L
-1
-2
R
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IS
E
D I
.A .W
A
M E
N D
M E
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D E
C
IM
SPD HIGH/LOW
LEVEL
ALARMHIGH/LOW
LEVEL
ALARM
IM
VT
SPD
SPD
IM
IM
VT
SPD
1 2 1 2
P
SLC CLASS A
NAC CLASS B
HORN
CIRCUIT
STROBE
CIRCUIT
FACP-1
FTR
240V
OMNI - DIRECTIONAL
ANTENNA
F
30cd
S
FIRE PUMP
RUN/FAIL TO
GENERATOR
BUILDING
WP
SPD
240VSPD
IM
VT
IM
VT
IMIMIMIM
F
S
FIRE PUMP
CONTROLLER
P
VT
IM
VT
IM
VT
IM
VT
IM
VT
IM
IM
IM
IM
IM
A N
N F
A C
P
WP
IMIM
VT
IM
VT WF
IM
VT
IM IMIM
VT
IM
VT
IM
VT
IM
VT
(COORDINATE WITH BUILDING SUPPLIER)
(C O
O R
D
IN
A T
E W
IT
H
B U
IL
D
IN
G
S U
P P
L
IE
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.0
5250.345
S M
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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F E
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E
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N B
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Plot Date:
M A
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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AMENDMENT 0002
NTSB1
FIRE PUMP BUILDING SITE PLAN - FIRE ALARM
GENERAL NOTES
A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
SHEET KEYNOTES
1. FIRE PUMP BUILDING AND WATER STORAGE TANKS. REFER TO FIRE
SUPPRESSION PLANS FOR ADDITIONAL INFORMATION.
2. ALL WIRING FROM WATER TANKS TO BE INSTALLED UNDERGROUND AND
INCLUDE SURGE PROTECTION ROUTED TO THE FIRE ALARM CONTROL
PANEL FACP-1 IN THE FIRE PUMP BUILDING.
3. PROVIDE INPUT MODULES AT FIRE PUMP CONTROLLER FOR PUMP RUNNING,
PUMP FAIL, CONNECTED TO ALTERNATE SOURCE, AND PHASE REVERSAL.
4. PRE-FABRICATED FIRE PUMP BUILDING.
5. FIRE ALARM ANTENNA. SEE DETAIL D1/SF513.
6. PROVIDE SURGE SUPPRESSION (SPD) ON EVERY CIRCUIT ENTERING OR
EXITING THE FIRE PUMP BUILDING.
7. EMERGENCY GENERATOR EMERGENCY "OFF" PUSHBUTTON. COORDINATE
EXACT LOCATION IN FIELD.
8. PROVIDE AN ANNUNICATOR IN THE FIRE PUMP BUILDING INDICATING IF THE
GENERATOR IS IN "NORMAL" OR "EMERGENCY" CONDITION. COORDINATE
EXACT LOCATION IN FIELD AND WITH DIVISION 26 CONTRACTOR.
9. FIRE ALARM CONTROL PANEL FACP-1.
15 WATER TANK HIGH LEVEL X X X X
14 WATER TANK LOW LEVEL X X X X
13 NOTIFICATION APPLIANCE CIRCUIT FAULT X X X X
12 GROUND FAULT X X X X
11 SIGNALING LINE CIRCUIT FAULT X X X X X
10 FIRE PUMP LOSS OF PHASE X X X X
9 FIRE PUMP CONTROLLER CONNECTED TO ALTERNATE SOURCE X X X X X
8 FIRE PUMP POWER FAILURE/PHASE REVERSAL X X X X X
7 FIRE PUMP RUNNING X X X X X X
5 POST INDICATOR VALVE SUPERVISORY TAMPER SWITCH X X X X
4 SPRINKLER VALVE SUPERVISORY TAMPER SWITCH X X X X
3 WET-PIPE SPRINKLER SYSTEM WATERFLOW PRESSURE SWITCH X X X X X
2 FIRE ALARM PHOTOELECTRIC SMOKE DETECTORS X X X X X
1 FIRE ALARM PULL STATIONS X X X X X
SYSTEM INPUTS A B C D E F G H I J K L M N O P Q P R S T U V
FIRE PUMP BUILDING
A C
T
IV
A T
E C
O M
M O
N A
L A
R M
I N
D
IC
A T
O R
A C
T
IV
A T
E A
U D
IB
L E
A L
A R
M S
IG
N
A L
A C
T
IV
A T
E C
O M
M O
N S
U P
V S
IG
N
A L
I N
D
IC
A T
O R
A C
T
IV
A T
E A
U D
IB
L
E S
U P
E R
V
IS
O R
Y S
IG
N
A L
A C
T
IV
A T
E C
O M
M O
N T
R O
U B
L E
S
IG
N A
L I N
D
IC
A T
O R
A C
T
IV
A T
E A
U D
IB
L
E T
R O
U B
L E
S
IG
N A
L
T E
X T
D
IS
P L
A Y
O F
D E
V
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E L
O C
A T
IO
N
A N
D D
E S
C R
IP
T
IO
N
A C
T
IV
A T
E V
IS
U
A L
S T
R O
B E
S
A C
T
IV
A T
E F
IR
E
S M
O K
E D
A M
P E
R
R U
N C
O N
D
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IO
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T O
E M
E R
G E
N C
Y G
E N
E R
A T
O R
F A
IL
C
O N
D
IT
IO
N
T O
E M
E R
G E
N C
Y G
E N
E R
A T
O R
F O
R S
T A
R T
R E
P O
R T
W A
T E
R F
L O
W A
L A
R M
S
IG
N A
L
R E
P O
R T
G E
N E
R A
L F
IR
E
A L
A R
M S
IG
N
A L
R E
P O
R T
G E
N E
R A
L F
IR
E
A L A
R M
S U
P E
R V
IS
O
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S
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N A
L
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P O
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N E
R A
L F
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E
A L
A R
M T
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S
IG
N A
L
FACP-1 SEQUENCE OF OPERATIONS FACU ANNUNCIATION NOTIFICATION AUXILIARY REPORTING TO BASE RECEIVING STATION
NTS
B5 NTS
FIRE PUMP BUILDING - FUNCTIONAL MATRIX
E5 NTS
FIRE PUMP BUILDING - RISER
R
E V
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D I
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A
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N D
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N T
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C
01_FP_Floor Plan 100000
B1
XF302
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:50
5m1m 4m3m2m0m
US Army Corps of Engineers ®
SHEET ID
U S
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M Y
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S I D
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File Path:
Plot Date:
M A
R K
D E
S C
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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A T
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F
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E N
A M
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN METERS.
J O
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F
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T
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N
B P
E A
B O
D Y
B S
H A
N N
O N
B
IR
M E
N
A p p ro v e r
M
ID
D L E
E A
S T
D
IS
T R
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S
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E
1 : 50B2
FIRE PUMP BUILDING & TANKS SECTION
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.
C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.
1. FIRE PUMP BUILDING.
2. WATER STORAGE TANK.
3. FIRE PUMP TEST HEADER.
4. SUPPLY TO FIRE PUMP.
5. FIRE DEPARTMENT CONNECTION (FDC). FOR FIRE PUMP HOUSE
SPRINKLER SYSTEM.
6. TANK FILL LINES.
7. SUPPLY TO SITE MAIN.
8. 200 OVERFLOW
9. PUMP BUILDING CONCRETE PAD
10. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE
11. FIRE PUMP TEST RETURN LINE
12. GUARD RAIL ON TOP OF TANK
13. TANK LADDER SAFETY CAGE.
14. TO REMOTE TANK FILL STATION BY ROAD.
15. WATER STORAGE TANK CONCRETE PAD. SEE STRUCTURAL DRAWINGS
FOR DETAILS.
16. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE
CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER
STORAGE TANK TO AVOID AIR POCKETS.
R
E V
IS
E
D I
.A .W
A
M E
N D
M E
N T
D E
C
B2
XF301
9144 9144
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:50
5m1m 4m3m2m0m
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
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S O
F E
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Plot Date:
M A
R K
D E
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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A R
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F
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E P
U M
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U
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N D
T A
N K
S S
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T
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B P
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B O
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B S
H A
N N
O N
B
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M E
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P R
A T
T
M
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D L E
E A
S T
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T E
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A
M U
N
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IO
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S S
T O
R A
G E
A R
E A
S
IT
E
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.
C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.
1. GUARD RAIL ON TOP OF TANK
2. WATER STORAGE TANK.
4. SUPPLY TO FIRE PUMP.
5. TANK FILL LINES.
6. TANK LADDER SAFETY CAGE.
7. FIRE PUMP TEST RETURN LINE
8. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE
1 : 50B1
FIRE PUMP BUILDING & TANKS SECTION
4 4
R
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GRAPHIC SCALE
1:50
5m1m 4m3m2m0m
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
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D R
A W
N B
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File Path:
Plot Date:
M A
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D E
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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S S
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A R
E A
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F
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N D
T A
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S I S
O M
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R
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E A
B O
D Y
B S
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N N
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T
M
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D
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A
M U
N
IT
IO
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S S
T O
R A
G E
A R
E A
S
IT
E
GENERAL NOTES
KEYED NOTES #
A. SEE SHEET SF001 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
B. SEE TANK MANUFACTURER FOR FOUNDATIONS AND SLABS.
C. SEE DRAWING XF110 FOR FIRE PUMP BUILDING.
1. TANK OVER FLOW PIPE.
2. TANK LADDER SAFETY CAGE AND GUARD RAIL.
3. TANK FOUNDATION. SEE CIVIL DRAWINGS
4. TANK FILL LINE. 200 mm MINIMUM.
5. FIRE PUMP SUCTION LINES. 200 mm MINIMUM.
6. FIRE PUMP TEST RETURN LINE. 200 mm MINIMUM
7. SUPPLY TO SITE MAIN 300 mm.
8. TEST HEADER. (4) - 65mm HOSE VALVES.
9. WATER STORAGE TANK. MINIMUM 283906 LITERS.
10. FIRE DEPARTMENT CONNECTION. (FDC) FOR FIRE PUMP HOUSE
SPRINKLER SYSTEM.
11 SUPERVISED OS&Y GATE VALVE.
12. LADDER CAGE
13. HAND RAIL
14. FIRE PUMP BUILDING.
15. BACKFLOW PREVENTER OR ISOLATION VALVES WITH CHECK VALVE.
16. 200 TANK DRAIN WITH SUPERVISED OS&Y VALVE AND BLIND FLANGE.
17. 200mm ALTITUDE VAVLE WITH MIN. 19mm DIAMETER PILOT TUBE
CONNECTION INSTALLED AT 2° SLOPE FROM VALE TO THE FIRE WATER
STORAGE TANK TO AVOID AIR POCKETS.
SCALEB2 FIRE PROTECTION FIRE PUMP HOUSE & TANKS
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FACP
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1 ADDRESSABLE RELAY OR CONTROL MODULE FOR
DE-ENERGIZATION OF CEILING HIGH VOLUME LOW SPEED
FANS.
2 PROVIDE MONACO ANTENNA.
GENERAL SHEET NOTES
A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
SHEET KEYNOTES
1 : 100D1
GROUND FLOOR FIRE ALARM PLAN
1 : 100F-110
A1 BUILDING SECTION VIEW
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5 621 3
FACP
SPD 240V / 50Hz
SLC CLASS B
S P
F
NAC CLASS B
HORN CIRCUIT9
CLASS B
THE FIRE ALARM SYSTEM IS TO BE FULLY COMPLIANT WITH THE
CURRENT EDITIONS OF UFC 3-600-01, AND NFPA 72.
THE FACP SHALL BE CAPABLE OF ACCEPTING 10 VOLTS ROOT MEAN
SQUARED (VRMS), 25 VRMS, 70.7 VRMS AND/OR LINE LEVEL (.707 VRMS)
AUDIO INPUTS.
CONTRACTOR SHALL PROVIDE ALL PROGRAMMING EQUIPMENT AND LABOR
REQUIRED TO CONNECT THE NEW FIRE ALARM AND DETECTION SYSTEM
TO THE BASES SUPERVISING STATION.
OMNI- DIRECTIONAL ANTENNA.
SIGNALS TRANSMITTED SHALL BE POINT SPECIFIC WITH EACH ADDRESS
AND CONDITION INDICATED AT THE FIRE ALARM PANEL TRANSMITTED
SEPARATELY. ALL FIRE ALARMS, SUPERVISORY ALARMS, AND TROUBLE
CONDITIONS SHALL BE TRANSMITTED TO THE SUPERVISING STATION.
CONNECTION TO THE FIRE ALARM REPORTING SYSTEM AND
PROGRAMMING OF THE HEAD END EQUIPMENT SHALL BE COORDINATED
WITH THE FIRE ALARM REPORTING SYSTEM (FARS) ADMINISTRATOR.
CONTACT THE FACILITY SYSTEM SERVICES OFFICE. TECHNICIAN MAKING
SOFTWARE CHANGES SHALL BE TRAINED/CERTIFIED. PROVIDE PROOF OF
TRAINING/CERTIFICATION UPON REQUEST. ALL FIRE ALARM PANEL
POINTS MUST BE PROGRAMMED AS INDIVIDUAL POINTS AT THE MONACO
D21 MAIN RECEIVING STATION HEAD END.
PROVIDE A LAMINATED GRAPHIC FLOOR PLAN ADJACENT TO THE FMCP
DEPICTING ALL FIRE ALARM DEVICES AND EQUIPMENT WITHIN THE
FACILITY.
REFER TO DRAWING B- F110 FOR SYSTEM LAYOUT.
LIGHTNING ARRESTOR.
STROBE AND HORN CIRCUITS TO BE WIRED AS CLASS 'B'.
SURGE SUPPRESSOR.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
F F F F
STROBE CIRCUIT
EOLCM
HORN CIRCUIT
CM
15cd
1/4 w
15cd
1/4 w
15cd
1/4 w
15cd
1/4 w
15cd
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30cd
1/4 w
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1/4 w
110cd
1 w
110cd
1 w
110cd
1 w
110cd
1 w
110cd
1 w
110cd
1 w
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GENERAL SHEET NOTES
A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
SHEET KEYNOTES
RISER DIAGRAM
B2 NTS
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GENERATOR
CONNECTION
CABINET
WOMEN'S
COMM
ECB-B
PP1-2-B-2
PP1-2-B-3
PP1-2-B-5
PP1-2-B-7PP1-2-B-1
*GFI
*GFI
PP1-1-B-9
PP1-1-B-17
PP1-1-B-18 PP1-1-B-10
PP1-1-B-24
PP1-1-B-20
PP1-1-B-15
PP1-1-B-12
PP1-1-B-19
PP1-1-B-7
PP1-1-B-4 PP1-1-B-13
PP1-1-B
D2
E-401
D5
E-401
GFI
PP1-1-B-23
GFI/WP
GFI/WP
GFI/WP
GFI/WP
PP1-1-B-6
PP1-1-B-6
PP1-1-B-2
PP1-1-B-2
GFI/WP GFI/WP
GFI/WP
GFI/WP
PP1-1-B-11
PP1-1-B-14
TV
B
PP1-1-B-25
PP1-B-19
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AMENDMENT 0002
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A
REFER TO SHEET SE001 FOR LEGEND AND GENERAL
NOTES.
B REFER TO SHEET SE001 FOR DEVICE MOUNTING HEIGHTS.
C REFER TO E-602 FOR EQUIPMENT SCHEDULE.
D
DEDICATED TV OUTLETS SHALL BE INSTALLED AT A
HEIGHT OF 1828MM AFF.
008 PROVIDE POWER FOR FMCP. COORDINATE WITH FIRE
PROTECTION FOR EXACT LOCATION.
1 : 100A1
GROUND FLOOR POWER PLAN
GENERAL SHEET NOTES
SHEET KEYNOTES
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Notes:
LTG 3954 VA 100.00% 3954 VA
Spare 1200 VA 100.00% 1200 VA
Receptacle 7380 VA 100.00% 7380 VA Total Est. Demand: 103 A
Power 500 VA 100.00% 500 VA Total Conn.: 103 A
Other 3360 VA 100.00% 3360 VA Total Est. Demand: 67877 VA
Motor 15700 VA 100.00% 15700 VA Total Conn. Load: 67877 VA
HVAC 35784 VA 100.00% 35784 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 114 A 101 A 96 A
Total Load: 24831 VA 22012 VA 21034 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 -- -- -- 0 VA 0 VA 1 20 A SPARE 36
33 -- -- -- 0 VA 0 VA 1 20 A SPARE 34
31 SPD 20 A 3 0 VA 0 VA 1 20 A SPARE 32
29 30
27 28
25 26
23 24
21 22
19 FACP/FMCP 20 A 1 0 VA 20
17 -- -- -- 747 VA 680 VA -- -- -- 18
15 -- -- -- 747 VA 360 VA -- -- -- 16
13 HVLSF-01 20 A 3 747 VA 2880... 3 100 A LTR-E 14
11 -- -- -- 747 VA 747 VA -- -- -- 12
9 -- -- -- 747 VA 747 VA -- -- -- 10
7 HVLSF-01 20 A 3 747 VA 747 VA 3 20 A HVLSF-01 8
5 -- -- -- 3207... 1490... -- -- -- 6
3 -- -- -- 4504... 1490... -- -- -- 4
1 PP1-1-B 100 A 3 3383... 1632... 3 100 A PP1-2-B 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: 225 A
Mounting: Surface Wires: 4 Mains Rating: 225 A
Supply From: MTS-B Phases: 3 Mains Type: Do Not Use
Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18KAIC
Branch Panel: PP1-B
Notes:
Total Est. Demand: 17 A
Total Conn.: 17 A
LTG 3954 VA 100.00% 3954 VA Total Est. Demand: 11094 VA
Spare 1200 VA 100.00% 1200 VA Total Conn. Load: 11094 VA
Receptacle 5940 VA 100.00% 5940 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 16 A 21 A 15 A
Total Load: 3383 VA 4504 VA 3207 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 -- -- -- 200 VA 200 VA -- -- -- 32
29 -- -- -- 200 VA 200 VA -- -- -- 30
27 SUMP PUMP FOR OWS 20 A 3 200 VA 200 VA 3 20 A SUMP PUMP FOR OWS 28
25 WATER COOLING - BREAK ROOM 106 20 A 1 180 VA 26
23 REC - MECHANICAL 102 20 A 1 360 VA 360 VA 1 20 A REC - BAY 3-112 24
21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22
19 REC - BAY 3-112 20 A 1 360 VA 360 VA 1 20 A REC - BAY 1-110 20
17 REC - WOMENS 104 20 A 1 180 VA 180 VA 1 20 A REC - MENS - 103 18
15 REC - BAY 2-111 20 A 1 360 VA 0 VA 1 20 A SPARE 16
13 REC - POWER CORD REEL 20 A 1 180 VA 180 VA 1 20 A REC 14
11 REC - BREAK ROOM 106 20 A 1 540 VA 720 VA 1 20 A REC - OFFICE 107 12
9 REC - BREAK ROOM 106 20 A 1 180 VA 360 VA 1 20 A REC - ELEC 101 & BAY 1-110 10
7 REC - BAY 1-110 20 A 1 540 VA 747 VA 1 20 A LTG - RM 101-7 8
5 EXTERIOR LTG 20 A 1 112 VA 360 VA 1 20 A REC 6
3 LTG - BAY 1, 2, & 3 20 A 1 3024... 180 VA 1 20 A REC - POWER CORD REEL 4
1 EXTERIOR LTG 20 A 1 80 VA 360 VA 1 20 A REC 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: PP1-B Phases: 3 Mains Type: Do Not Use
Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18 KAIC
Branch Panel: PP1-1-B
Notes:
Total Est. Demand: 70 A
Total Conn.: 70 A
Other 0 VA 0.00% 0 VA Total Est. Demand: 46144 VA
Motor 12340 VA 100.00% 12340 VA Total Conn. Load: 46144 VA
HVAC 33804 VA 100.00% 33804 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 74 A 68 A 68 A
Total Load: 16328 VA 14908 VA 14908 VA
41 -- -- -- 3993... 0 VA 1 20 A Spare 42
39 -- -- -- 3993... 0 VA 1 20 A Spare 40
37 B-AHU-01 30 A 3 3993... 2333... -- -- -- 38
35 -- -- -- 1867... 2333... -- -- -- 36
33 -- -- -- 1867... 2333... 3 20 A B-EWH-1 34
31 B-AC-01 20 A 3 1867... 1755... -- -- -- 32
29 -- -- -- 187 VA 1755... -- -- -- 30
27 -- -- -- 187 VA 1755... 3 20 A B-CU-01 28
25 SF-01 20 A 3 187 VA 187 VA -- -- -- 26
23 -- -- -- 187 VA 187 VA -- -- -- 24
21 -- -- -- 187 VA 187 VA 3 20 A SF-01 22
19 SF-01 20 A 3 187 VA 187 VA -- -- -- 20
17 -- -- -- 187 VA 187 VA -- -- -- 18
15 -- -- -- 187 VA 187 VA 3 20 A EF-01 16
13 EF-01 20 A 3 187 VA 187 VA -- -- -- 14
11 EF-02 20 A 1 160 VA 187 VA -- -- -- 12
9 EF-02 20 A 1 160 VA 187 VA 3 20 A EF-01 10
7 COILING DOOR - BAY 2-111 20 A 1 1700... 160 VA 1 20 A EF-02 8
5 COILING DOOR - BAY 3-112 20 A 1 1700... 1980... 1 20 A HPCU-B & SSAH-B 6
3 COILING DOOR - BAY 2-111 20 A 1 1700... 1980... 1 20 A HPCU-A & SSAH-A 4
1 COILING DOOR - BAY 1-110 20 A 1 1700... 1700... 1 20 A COILING DOOR - BAY 1-110 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: PP1-B Phases: 3 Mains Type: Do Not Use
Location: ELEC. 101 Volts: 380/220V A.I.C. Rating: 18 KAIC
Branch Panel: PP1-2-B
SHEET KEYNOTES
A PROVIDE LOCKABLE BREAJERS FOR ALL FIRE
ALARM/PROTECTION DEVICES. PAINT ENCLOSURES,
BREAKERS, AND PAD LOCKING MECHANISMS RED.
GENERAL SHEET NOTES
703 VERIFY CIRCUIT BREAKER, CONDUIT, AND WIRE SIZE
REQUIREMENTS WITH THE SURGE PROTECTION DEVICE
MANUFACTURER. MOUNT SURGE PROTECTION DEVICE
EXTERNALLY TO THE PROTECTED EQUIPMENT AND AS
CLOSE AS PRACTICABLE TO THE PROTECTED BUS BUT NO
FURTHER THAN A WIRED DISTANCE OF 900 MM.
R E
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1 (TYP)
595648
COMM
A1
T-401
RACK #1
RACK #2
8 (TYP)
(TYP)11
W
(TYP)
A5
T-401
01_FP_Floor 100000 mm
4 8(TYP) (TYP)
(TYP)
(TYP)
9(TYP)
10 (TYP)
RACK #1 RACK #2
24 STRAND SINGLE
MODE FIBER OPTIC
20 mm
FIRE-RATED
PLYWOOD
PBB
FINISHED FLOOR
(2) 100 mm OSP CONDUITS WITH 3-CELL
FABRIC INNER DUCTS IN (2) CONDUITS FOR
FIBER FROM MANHOLE
8M SERVICE
LOOP
TO FIBER ENCLOSURE
IN RACK
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
KEY PLAN
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2.5m0.5m 2m1.5m1m0m
US Army Corps of Engineers ®
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GENERAL SHEET NOTES
SHEET KEYNOTES
1 : 25T-110
E1 COMM RM 105 CABLE TRAY PLAN
1 : 25T-110
E5 COMM RM 105 EQUIPMENT PLAN
1 : 25T-401
A1 RACK ELEVATION
A. REFER TO SHEETS ST001 AND ST002 FOR
TELECOMMUNICATION GENERAL NOTES, ABBREVIATIONS
AND LEGEND.
B. REFER TO SHEET ST002 FOR TELECOMMUNICATION DEVICE
MOUNTING HEIGHTS UNLESS OTHERWISE NOTED.
C. PROVIDE 300-MILLIMETER WIDE BY 25-MILLIMETER HIGH
LADDER RUNWAY FOR TELECOMMUNICATIONS HORIZONTAL
CABLING.
D. GROUND AND BOND CABLE RUNWAYS, EQUIPMENT RACKS
AND CONDUIT PATHWAYS PER TIA 607-D. REFER TO DETAIL
A1 ON DRAWING ST503 FOR ADDITIONAL INFORMATION.
E. INSTALL 150 mm HIGH CABLE RETAINING POSTS TO OVERHEAD LADDER RUNWAY EVERY 610 mm FOR CABLING
SUPPORT.
F. DASHED AREA AROUND CABINETS SHOW A CLEARANCE OF
1000 mm.
G. ESS IS ROUGH-IN ONLY. EQUIPMENT (BY OTHERS), CABLING
AND INTERCONNECTS ARE SHOWN FOR CONCEPT ONLY.
1. LADDER RUNWAY, 300 mm. PROVIDE RADIUS DROPS AT EACH CABINET. INSTALL BOTTOM OF LADDER RUNWAY 2250 mm
AFF.
2. PBB, MOUNT 300 mm AFF.
3. INSTALL A MINIMUM OF 2 WALLS OF PLYWOOD, 20 mm THICK BY 2400 mm, FIRE-RETARDANT-TREATED WOOD, BEARING
THE MANUFACTURER'S STAMP. IF PAINTED, THE
MANUFACTURES FIRE RATED STAMP MUST REMAIN VISIBLE.
REFER TO SECTION 2-4.4.1 IN SPECIFICATION 27 10 00 FOR
ADDITIONAL INFORMATION.
4. 2-POST, 45- RU, 480 mm EQUIPMENT RACK.
5. HORIZONTAL PORT PATCH PANEL, 48-PORT CATEGORY 6, 2U.
6. HORIZONTAL WIRE MANAGER, 2U.
7. FIBER OPTIC PATCH PANEL, 2U.
8. VERTICAL CABLE MANAGER, 2125 mm HIGH BY 200 mm WIDE.
9. RACK MOUNT 230V, 15 OUTLETS IN POWER STRIP.
10. RACK MOUNT BUSBAR.
11. (2) 100 mm CONDUITS FROM MAFA.
12. IDS PANEL (BY OTHERS)
13. PROVIDE LADDER RUNWAY FROM BEHIND CONDUIT AT
FLOOR TO HEIGHT OF HORIZONTAL LADDER RUNWAY ABOVE.
NTSA5
EQUIPMENT WALL
R
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SUPPLIES
ELEC.
MECH/COMPR.
MUNITIONS
CONTROL OFFICE
STOR. CTRL. OFF.
CORR.
CORR.
COMM.
VEST
SUPPLIES
STOR. OPS. ADMIN.
STOR. OPS. ADMIN.
STOR. CREW CHIEF
FLT. CHIEF &
OFFICER
CONF. RM.
VEST.
BREAK ROOM
BAY1
BAY 2
MEN
WOMEN
JAN
75cd
15cd 15cd
15cd 110cd 1 W
110cd 1 W
110cd 1 W
15cd 15cd 15cd 30cd
30cd
75cd
FMCP
WS
SPD
WP
W S
S P
D
W P
WS
SPD
WP
W S
W P
S P
D
A1
F-110
W. CHANGE
M. CHANGE
M. SHWR
W. SHWR
30cd
15cd
15cd
15cd
15cd 15cd
15cd
15cd
W
1/4 W
1/4 W
1/2 W
1/4 W
2 W
2 W
W
1/4 W 1/2 W
1/2 W 1/4 W
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1/2 W
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1/4 W1/4 W
35cd 35cd
WP WP
1/4 W1/4 W 15cd 15cd
WPWP
1/2 W
110cd 1 W
IM
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TEXT
S M
GRAPHIC SCALE
PLAN NORTH
1:100
10m2m 8m6m4m0m
DIM. NOTE & NORTH
KEY PLAN
A
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US Army Corps of Engineers ®
SHEET ID
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GENERAL SHEET NOTES
A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
1 : 100D1
GROUND FLOOR FIRE ALARM PLAN
1 : 100F-110
A1 BUILDING SECTION VIEW
1 FIRE ALARM ANTENNA. SEE DETAIL D1/SF513.
2 MESSAGE INTERFACE CONTROL PANEL. PROVIDE DATA LINE
SUPERVISION AND RS 485 CONDUCTOR FOR TEXT SIGNS.
SHEET KEYNOTES
R
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BATTERIES
IN CABINET
FMCP
SPD 240V / 50Hz
SLC CLASS B
NAC CLASS B
AMP
LOC
AMP
STROBE CIRCUIT
STROBE CIRCUIT
S P
F
NAC CLASS B
F F F F F
THE FIRE ALARM MASS NOTIFICATION SYSTEM IS TO BE FULLY COMPLIANT
WITH THE CURRENT EDITIONS OF UFC 3-600-01, AND NFPA 72.
THE FMCP SHALL BE CAPABLE OF ACCEPTING 10 VOLTS ROOT MEAN
SQUARED (VRMS), 25 VRMS, 70.7 VRMS AND/OR LINE LEVEL (.707 VRMS)
AUDIO INPUTS.
CONTRACTOR SHALL PROVIDE ALL PROGRAMMING EQUIPMENT AND LABOR
REQUIRED TO CONNECT THE NEW FIRE ALARM AND DETECTION SYSTEM
TO THE BASES SUPERVISING STATION.
OMNI- DIRECTIONAL ANTENNA.
SIGNALS TRANSMITTED SHALL BE POINT SPECIFIC WITH EACH ADDRESS
AND CONDITION INDICATED AT THE FIRE ALARM PANEL TRANSMITTED
SEPARATELY. ALL FIRE ALARMS, SUPERVISORY ALARMS, AND TROUBLE
CONDITIONS SHALL BE TRANSMITTED TO THE SUPERVISING STATION.
CONNECTION TO THE FIRE ALARM REPORTING SYSTEM AND
PROGRAMMING OF THE HEAD END EQUIPMENT SHALL BE COORDINATED
WITH THE FIRE ALARM REPORTING SYSTEM (FARS) ADMINISTRATOR.
CONTACT THE FACILITY SYSTEM SERVICES OFFICE. TECHNICIAN MAKING
SOFTWARE CHANGES SHALL BE TRAINED/CERTIFIED. PROVIDE PROOF OF
TRAINING/CERTIFICATION UPON REQUEST. ALL FIRE ALARM PANEL
POINTS MUST BE PROGRAMMED AS INDIVIDUAL POINTS AT THE MONACO
D21 MAIN RECEIVING STATION HEAD END.
PROVIDE A LAMINATED GRAPHIC FLOOR PLAN ADJACENT TO THE FMCP
DEPICTING ALL FIRE ALARM DEVICES AND EQUIPMENT WITHIN THE
FACILITY.
REFER TO DRAWING C- F110 FOR SYSTEM LAYOUT.
LIGHTNING ARRESTOR.
SPARE AMPLIFIER CONNECTED TO FMCP TO BE AUTOMATICALLY
ACTIVATED WHEN FAILURE OF PRIMARY AMPLIFIER OCCURS.
STROBE AND SPEAKER CIRCUITS TO BE WIRED AS CLASS 'B'.
PROVIDE ADDRESSABLE RELAY AND INPUT MODULE FOR SUPERVISION OF
POWER TO LED MNS TEXT SIGNAGE.
CONNECT TO RELAY OUTPUT IN FMCP.
RS 485 CONNECTOR CABLE TO TEXT SIGNS.
MESSAGE CONTACT INTERFACE CONTROL PANEL
POWER SUPPLY FOR MESSAGE CONTACT INTERFACE CONTROL PANEL.
24 VDC POWER SUPPLY FOR TEXT SIGN PANEL.
SURGE SUPPRESSOR.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
TEXT TEXT
EOL
SPD
WS
SPD
WS
SPD
WS
SPD
WS
WP WP WP WP
WP WP
F
SPEAKER CIRCUIT10
TEXT TEXT
S P
TEXT
15cd
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15cd
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15cd
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15cd
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15cd
1/2 w
15cd
1/2 w
30cd
1/2 w
30cd
1/4 w
75cd
1/2 w
75cd
1/2 w
30cd
1/2 w
110cd
1 w
110cd
1 w
110cd
1 w
110cd
1 w
15cd
1/4 w
15cd
1/4 w
15cd
1/4 w
15cd
1/4 w
WP WP WP
2 w 2 w 2 w 2 w
17 17 17 17
IM
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S M
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
P L O
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GENERAL SHEET NOTES
A. SEE SHEET SF010 FOR LEGEND, ABBREVIATIONS AND
GENERAL NOTES.
SHEET KEYNOTES
FIRE ALARM/ MASS NOTIFICATION RISER DIAGRAM
B1 NTS
R
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N D
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LTR-C
LTR-C-2
LTR-C-4
COMM.
LTR-C-5
LTR-C-3
LTR-C-6
LTR-C-7
LTR-C-8
LTR-C-9
LTR-C-1
D
PP1-2-C PP1-1-C PP1-C
ATS-C
ECB-C
SSAH-B
PP1-2-C-13
MGB
PP1-C-1
ELEC.
PP1-C-37
PP1-C-38
S M
GRAPHIC SCALE
1:25
2.5m0.5m 2m1.5m1m0m
US Army Corps of Engineers ®
SHEET ID
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1 : 25E-401
D1 ENLARGED - TELECOMM ROOM
1 : 25E-401
D5 ENLARGED - ELEC ROOM
A
REFER TO SHEET SE001 FOR LEGEND AND GENERAL
NOTES.
B REFER TO SHEET SE001 FOR DEVICE MOUNTING HEIGHTS.
C REFER TO E-602 FOR EQUIPMENT SCHEDULE.
GENERAL SHEET NOTES
008 PROVIDE POWER FOR FMCP. COORDINATE WITH FIRE
PROTECTION FOR EXACT LOCATION.
011 PROVIDE POWER FOR IDS PANEL. COORDINATE EXACT
LOCATION WITH TELECOM.
SHEET KEYNOTES
R E
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DIMENSIONS SHOWN ARE IN MILLIMETERS.
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Notes:
Total Est. Demand: 21 A
Total Conn.: 21 A
LTG 9005 VA 100.00% 9005 VA Total Est. Demand: 13865 VA
Receptacle 4860 VA 100.00% 4860 VA Total Conn. Load: 13865 VA
Other 0 VA 0.00% 0 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 17 A 25 A 23 A
Total Load: 3773 VA 5271 VA 4821 VA
41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42
39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40
37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38
35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36
33 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 34
31 0 VA 1 20 A Spare 32
29 30
27 28
25 26
23 FURNITURE - RM 110 20 A 1 0 VA 0 VA 1 20 A FURNITURE - RM 110 24
21 FURNITURE - RM 111 20 A 1 0 VA 0 VA 1 20 A FURNITURE - RM 111 22
19 REC - MEN 118 20 A 1 180 VA 64 VA 1 20 A EXTERIOR LTG 20
17 REC - OUTDOOR 20 A 1 900 VA 180 VA 1 20 A REC - WOMEN 115 18
15 REC - BAY 2-121 20 A 1 360 VA 360 VA 1 20 A REC - BAY 2-121 16
13 REC - BAY 2-121 20 A 1 360 VA 360 VA 1 20 A REC - BAY 2-121 14
11 REC - BAY 1-120 20 A 1 360 VA 360 VA 1 20 A REC - BAY 1-120 12
9 REC - MEN 118 20 A 1 180 VA 540 VA 1 20 A REC - CORR. 112 10
7 REC - MECH/COMPR 119 20 A 1 540 VA 180 VA 1 20 A REC - WOMEN 115 8
5 3021... 1 20 A LTG - RM 101-6, 117 & 122 6
3 LTG - RM 109, 110, 114, & 119 20 A 1 1700... 2131... 1 20 A LTG - RM 108, 111, 112, 115, 116, & 118 4
1 LTG - BAY 1 & BAY 2 20 A 1 2016... 80 VA 1 20 A EXTERIOR LTG 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: PP1-C Phases: 3 Mains Type: Do Not Use
Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC
Branch Panel: PP1-1-C
Notes:
LTG 9005 VA 100.00% 9005 VA Total Est. Demand: 114 A
Receptacle 15120 VA 83.07% 12560 VA Total Conn.: 118 A
Power 1000 VA 100.00% 1000 VA Total Est. Demand: 75099 VA
Other 1620 VA 100.00% 1620 VA Total Conn. Load: 77659 VA
Motor 50914 VA 100.00% 50914 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 116 A 116 A 121 A
Total Load: 25446 VA 25538 VA 26676 VA
41 REC - STOR. OPS ADMIN 103 20 A 1 720 VA 42
39 40
37 FIRE FMCP 20 A 1 0 VA 0 VA 1 20 A FMCP SIGNAGE 38
35 -- -- -- 0 VA 0 VA 1 20 A Spare 36
33 -- -- -- 0 VA 0 VA 1 20 A Spare 34
31 SPD 20 A 3 0 VA 0 VA 1 20 A Spare 32
29 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 30
27 Spare 20 A 1 0 VA 540 VA 1 20 A REC - STOR CTRL OFFICE 111 28
25 WATER COOLER - BREAK ROOM 108 20 A 1 180 VA 540 VA 1 20 A REC - STOR. CREW CHIEF - 104 26
23 Receptacle 20 A 1 180 VA 180 VA 1 20 A NETWORK CABINET 24
21 PORTABLE RADIOS 20 A 1 180 VA 1672... -- -- -- 22
19 -- -- -- 4821... 1634... -- -- -- 20
17 -- -- -- 5271... 1748... 3 100 A PP1-2-C 18
15 PP1-1-C 100 A 3 3773... 720 VA 1 20 A REC - STOR. OPS ADMIN 102 16
13 Receptacle 20 A 1 180 VA 680 VA -- -- -- 14
11 REC - MUNITIONS CONTROL OFFICE 110 20 A 1 540 VA 1040... -- -- -- 12
9 REFRIGERATOR - BREAK ROOM 108 20 A 1 180 VA 2880... 3 20 A LTR-E 10
7 REC - FLT. CHIEF & OFFICER 105 20 A 1 900 VA 540 VA 1 20 A REC - STOR CTRL OFFICE 111 8
5 REC - BREAK ROOM 108 20 A 1 540 VA 720 VA 1 20 A REC - CONF. RM. 106 6
3 REC - MUNITIONS CONTROL OFFICE 110 20 A 1 360 VA 180 VA 1 20 A Receptacle 4
1 REC - ELEC 108 20 A 1 720 VA 540 VA 1 20 A REC - OUTDOOR 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: 225 A
Mounting: Surface Wires: 4 Mains Rating: 225 A
Supply From: ATS-C Phases: 3 Mains Type: Do Not Use
Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC
Branch Panel: PP1-C
Notes:
Total Est. Demand: 77 A
Total Conn.: 77 A
Total Est. Demand: 50554 VA
Other 1620 VA 100.00% 1620 VA Total Conn. Load: 50554 VA
Motor 48934 VA 100.00% 48934 VA
Load Classification Connected Load Demand Factor Estimated Demand Panel Totals
Legend:
Total Amps: 80 A 74 A 76 A
Total Load: 17485 VA 16345 VA 16725 VA
41 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 42
39 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 40
37 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 38
35 Spare 20 A 1 0 VA 0 VA 1 20 A Spare 36
33 -- -- -- 187 VA 0 VA 1 20 A Spare 34
31 -- -- -- 187 VA 32
29 Motor 20 A 3 187 VA 187 VA -- -- -- 30
27 -- -- -- 3071... 187 VA -- -- -- 28
25 -- -- -- 3071... 187 VA 3 20 A Motor 26
23 C-DOAU-01 20 A 3 3071... 3667... -- -- -- 24
21 -- -- -- 187 VA 3667... -- -- -- 22
19 -- -- -- 187 VA 3667... 3 20 A C-EWH-1 20
17 SF-01 20 A 3 187 VA 187 VA -- -- -- 18
15 RP-1 20 A 1 120 VA 187 VA -- -- -- 16
13 HPCU-B & SSAH-B 20 A 1 1980... 187 VA 3 20 A SF-01 14
11 HPCU-E & SSAH-E 20 A 1 2640... 1980... 1 20 A HPCU-B & SSAH-B 12
9 HPCU-E & SSAH-E 20 A 1 2640... 2640... 1 20 A HPCU-E & SSAH-E 10
7 HPCU-A & SSAH-A 20 A 1 1980... 2640... 1 20 A HPCU-E & SSAH-E 8
5 HPCU-A & SSAH-A 20 A 1 1980... 2640... 1 20 A HPCU-E & SSAH-E 6
3 COILING DOOR - BAY2-121 20 A 1 1700... 1760... 1 20 A HPCU-C & SSAH-C 4
1 COILING DOOR - BAY2-121 20 A 1 1700... 1700... 1 20 A COILING DOOR - BAY1-120 2
CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT
Notes:
Enclosure: NEMA 1 Frequency: 50 Hz MCB Rating: MLO
Mounting: Surface Wires: 4 Mains Rating: 100 A
Supply From: PP1-C Phases: 3 Mains Type: Do Not Use
Location: ELEC. 114 Volts: 380/220V A.I.C. Rating: 18 KAIC
Branch Panel: PP1-2-C
A PROVIDE LOCKABLE BREAJERS FOR ALL FIRE
ALARM/PROTECTION DEVICES. PAINT ENCLOSURES,
BREAKERS, AND PAD LOCKING MECHANISMS RED.
GENERAL SHEET NOTES
SHEET KEYNOTES
703 VERIFY CIRCUIT BREAKER, CONDUIT, AND WIRE SIZE
REQUIREMENTS WITH THE SURGE PROTECTION DEVICE
MANUFACTURER. MOUNT SURGE PROTECTION DEVICE
EXTERNALLY TO THE PROTECTED EQUIPMENT AND AS
CLOSE AS PRACTICABLE TO THE PROTECTED BUS BUT NO
FURTHER THAN A WIRED DISTANCE OF 900 MM.
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9(TYP)
10 (TYP)
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IN RACK
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BUILDINGS AS SHOWN
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IN RACK
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THE BDOC FOR
SECURITY
Level 1 100000 mm
(TYP)
18 17
S M
GRAPHIC SCALE
PLAN NORTH
DIM. NOTE & NORTH
1:25
2.5m0.5m 2m1.5m1m0m
US Army Corps of Engineers ®
SHEET ID
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
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