W9128A-19-B-0001_Drawings_(Part_6_of_9).pdf
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GENERAL NOTES THIS SHEET ONLY
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US Army Corps of Engineers
U .S
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IN
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C H
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LENGTH
BUILDING
SERVED
INLET/OUTLET
LINT INTERCEPTOR (LI) SCHEDULE
APPROXIMATE DIMENSIONS
LI
NO. (LBS)
WEIGHT
10LAUNDRY 4" / 4" 33" 271LI-5-1
REMARKS
(INCH)
WIDTH
33"
(INCH)
DEPTH
(INCH)
28"
NUMBER OF
MACHINES SERVED (INCH)
HEIGHT
BUILDING
SERVED
GAS WATER HEATER (GWH) SCHEDULE
APPROXIMATE DIMENSIONS
GWH
NO. (LBS)
WEIGHT
PROPANELAUNDRY 26" 115GWH-5-1
REMARKS
(INCH)
WIDTH
25"
(INCH)
DEPTH
(INCH)
12"
TYPE OF FUEL
226,755
HEATER OUTPUT
(BTU/H)
HEATER
EFFICIENCY
70/140
WATER
TEMPERATURE
IN/OUT (F) VOLT
ELECTRICAL
120 1.48
AMP
5"
FLUE
SIZE
EXPANSION TANK SCHEDULE
UNIT LOCATION SYSTEM SERVE TYPE
FILL PRESS.
AT TANK
(PSIG)
TEMP. RANGE (DEG F) TANK
VOL.
(GAL.)
RELIEF VALVE (PSI)
PRECHARGE
(PSI)
OPER.
WEIGHT
(LBS)MIN. MAX.
ET-1 DOMESTIC WATER SYSTEM 50 200
NOTES: 1. SUPPORT ON FLOOR / OFF WALL
2. PROVIDE WITH AIR VENT
THERMAL EXPANSION TANK,
POTABLE WATER SYSTEM
SHARED UTILITY ROOM 6.4- 150 55 17 12 18
TANK
DIAMETER
TANK
HEIGHT
RATED FOR EXTERIOR USE.
P-603
BLDG. TYPE E
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US Army Corps of Engineers
U .S
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SHEET ID
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, A N
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P
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IN
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TR
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COTG
2"
2"
2"
2"
2"
COTG
2"
2"
2"
2-1/2" 4"
2-1/2"
3"
FD
FD
4"
3"
FCO
FCO
2"
2"LI
5-1
LINT INTERCEPTOR
4"
RPBP1 1/2"
LAUNDRY PLUMBING SANITARY PIPING DIAGRAM
N.T.S.C1
HB
1-1/2"
G PIPE U/G
G
G
G
GWH
3-1
(TYP. OF 3)
3/4"
1"
UNION, TYP.
SHUTOFF VALVE
M
3/4"
HB
HB
HB
LAUNDRY PLUMBING WATER PIPING DIAGRAM
N.T.S.A2
LAUNDRY PLUMBING GAS PIPING DIAGRAM
N.T.S.A1
ET
1 EXPANSION TANK
WATER METER
ISOLATION
VALVE, TYP.
GWH
3-1
(TYP. OF 3)
3/4"
WMB
WMB
WMB
WMB
WMB
WMB
WMB
WMB
WMB
WMB
WMB
WMB
1/2"
1"
1-1/4"
2"
1-1/2"
3/4"
3/4", TYP.
BLDG. WATER MAIN
SHUT-OFF VALVE
3/4"
1" 1-1/2"
3/4"
3/4"
ROUTE AROUND DS, TYP.
WHA SIZE-C, PROVIDE
WITH ACCESS PANEL
FOR SANITARY AND VENT PIPE SIZE
CONNECTIONS TO FIXTURES SEE
PLUMBING FIXTURE SCHEDULE SHEET
P-601.
1.
3"
BID OPTION 15:
FUTURE WMB INSTALLED
W/ CAPPED S STUBOUTS
TRAP PRIMER.
ROUTE TO FD'S,
TYP.
1/2"
TRAP PRIMER,
ROUTE TO FD, TYP.
G SHUTOFF VALVE,
REGULATOR, METER
3"
HB
3/4"
CW TO LATRINE
BLDG.
1 1/2" CW POC PROVIDED
BY BASE WATER SUPPLY
CONTRACTOR
1 1/2"
1 1/2"
P-901
BLDG. TYPE E
D T
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WMB
WMB
WMB
WMB
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SHEET ID
FY
M C
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A D
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S H
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IN
G S
A N
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A
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P
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IN
G
IS
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TR
IC
6"
4"
2" 4"
4" VTR
FD
FD
4"
4" VTR
FD
4"
4" VTR
P-1
P-4
WCO
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
COTG
COTG
COTG
4"
4"
3"
3" VTR
SHOWER/LATRINE DUPLEX - PLUMBING SANITARY PIPING ISOMETRIC
N.T.S.A2
P-1
P-1
P-1
P-2
P-2
P-2
P-2
P-1
WCO
P-1
P-1
P-1
P-2
P-2
P-2
P-2
FD
FD
3" VTR
3" VTR
3"
2"
2"
2"
FD
P-3
2"
2"
2"
2"
4"
4"
4"
4"
2"
2"
2"
4"
2"
2"
2"
4"
2"
3"
3" 2"
3"
2"
2"
3"
3"
2"
2"
2"
2"
2" P-3
P-3 P-3
P-3
P-3
P-3
P-3
P-3 P-3
P-3
P-3
P-4
P-4
P-4
P-4
P-4
P-4
P-4
2"
2"
2"
2"
CONN. TO EXIST.
BASE UTILITIES
FOR SANITARY AND VENT PIPE SIZE
CONNECTIONS TO FIXTURES SEE PLUMBING
FIXTURE SCHEDULE SHEET P-601.
1.
FCO, TYP.
TRAP PRIMER,
ROUTE TO FD, TYP.
P-902
BLDG. TYPE A
D T
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US Army Corps of Engineers
U .S
. A R
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C O
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F E
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IN
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A
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1 2 3 4 5
SHEET ID
FY
M C
A P
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A
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A D
IN
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TR
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IN
IN
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X (B
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P H
P
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G A
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/2 /8
S H
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IN
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IN
G W
A
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R A
N D
G A
S P
IP
IN
G
IS
O M
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TR
IC
S
WHA-B
P-1
P-1
P-1
P-1
P-2
P-2
P-2
P-2
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
P-4
1/2"
P-4
P-4
HB
HB
HB
P-3
HB
HB
1-1/2"
ET
1 EXPANSION TANK
WATER METER
GWH
3-1
(TYP. OF 6)
ISOLATION
VALVE, TYP.
GWH
3-1
(TYP. OF 6)
A1 SHOWER/LATRINE DUPLEX - PLUMBING WATER PIPING DIAGRAM
N.T.S.
SHOWER/LATRINE DUPLEX - PLUMBING GAS PIPING DIAGRAM
N.T.S.A3
3/4"
1 1/4"
G SHUTOFF VALVE,
REGULATOR, METER
RPBP
1"
3/4"
1-1/4"
1-1/2"
1-1/2"
2"
3/4"
1/2"
3/4"
1/2"
1-1/4" 2"
3/4"
3/4"
3"
UNION, TYP.
SHUTOFF VALVE, TYP.
3/4"
WHA-B
P-4
1-1/4" 1"
3/4" 3/4"
1"
1"
1"
2"
2"
2"
2"
3/4"
3/4"
3/4"
1/2"
P-3
P-3
P-3
P-3
P-3
P-3
P-3
P-3
P-3
P-3
P-3
WHA-B
P-1
P-1
P-1
P-1
P-2
P-2
P-2
P-2
HB
1"
3/4"
1-1/4"
1-1/2"
1-1/2"
2"
1"
1/2"
1/2"
3/4"
3/4"
1"
1/2"
3/4"
3/4"
2"
2"
2"
BLDG. CW MAIN SHUT
OFF VALVE
ON RISER
3" CW PROVIDE 3"X4" REDUCER.
CONNECT TO 4" CW STUBOUT
PROVIDED BY BASE WATER
SUPPLY CONTRACTOR
GAS CONN. TO NEW
LPG TANK
1/2"
FOR SANITARY AND VENT PIPE SIZE
CONNECTIONS TO FIXTURES SEE PLUMBING
FIXTURE SCHEDULE SHEET P-601.
1.
TRAP PRIMER. ROUTE
TO FD'S, TYP.
1/2"
3"
CW U/G
P-903
BLDG. TYPE A
3/4"
3/4"
3/4"
1"
3/4"1 1/4"
1"
D T
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US Army Corps of Engineers
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SHEET ID
FY
M C
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TR
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2"
2" 4"
COTG
COTG
COTG
COTG
2"
2"
P-3
4"
P-1
P-3
2"
2"
2"
2" 2"
2"
4"
4"
P-1
LATRINE ONLY - PLUMBING SANITARY PIPING DIAGRAM
N.T.S.B1
2"
2"
2"
4" VTR
2" VTR
2" VTR
LATRINE ONLY - PLUMBING WATER PIPING DIAGRAM
N.T.S.A3
ISOLATION
VALVE, TYP.
P-1
P-1
P-2
P-2
P-1
P-1
P-2
P-2
2"
FD
P-3
P-3
P-3 2"
2"
2"
P-3
2"
P-3
2"
P-3
2"
TRAP PRIMER,
ROUTE TO FD, TYP.
12"x12" ACCESS
PANEL FOR
ISOLATION
VALVE, TYP.
FOR SANITARY AND VENT PIPE SIZE
CONNECTIONS TO FIXTURES SEE
PLUMBING FIXTURE SCHEDULE SHEET
P-601.
1.
P-904
BLDG. TYPE F
4"
CONNECT 4" S. TO 6"
CONNECTION BY
OTHERS. PROVIDE
4x6 REDUCER.
RPBP
HB
P-3
P-3
P-3
P-3
3/4"
1/2"
P-3
P-3
P-3
P-3
3/4"
HB
P-1
P-1P-1
P-2
P-1
P-1
P-2
1 1/2"
1"
P-2
P-2
P-1
2"
NON-POTABLE 4" CW
CONNECTION PROVIDED
BY BASE WATER
SUPPLY CONTRACTOR
2"
NON-POTABLE
WATER METER
POTABLE WATER
WATER METER POTABLE WATER
MAIN SHUTOFF
VALVE
2"
2"
1 1/2"
1"
3/4"
1"
1"
2"
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APPLIES TO ALL NEW FIRE
ALARM/MASS NOTIFICATION SYSTEMS
1. FOR EACH FIRE ALARM SYSTEM, A
COPY OF THE FINALIZED AS-BUILT
DRAWINGS INCLUDING THE
SEQUENCE MATRIX OF OPERATIONS
SHALL BE PLACED IN THE FIRE ALARM
CABINET NEXT TO THE MAIN FIRE
ALARM/MASS NOTIFICATION PANEL
2.
PROVIDE A NEW FIRE ALARM CABINET
IN EACH BUILDING EQUIPPED WITH
FIRE ALARM SYSTEM. THE FIRE ALARM
CABINET SHALL BE IN ACCORDANCE
WITH NFPA 72
3.
GENERAL NOTES - FIRE PROTECTION
WHERE MORE THAN TWO VISIBLE NOTIFICATION APPLIANCES ARE IN ANY FIELD OF VIEW,
THEY SHALL FLASH IN SYNCHRONIZATION.
ALL ALARM CIRCUITS ARE TO BE RUN IN CONDUIT (20 MINIMUM) AND THE JUNCTION BOXES
ARE TO BE PAINTED RED.
ANY WALL MOUNTED SMOKE DETECTOR SHALL BE INSTALLED WITH THE CENTER LINE OF
THE DEVICE 8" BELOW THE FINISHED CEILING.
MANUAL FIRE ALARM BOXES SHALL BE LOCATED THROUGHOUT THE PROTECTED AREA SO
THAT THEY ARE CONSPICUOUS, UNOBSTRUCTED, AND ACCESSIBLE.
MANUAL FIRE ALARM BOXES SHALL BE LOCATED WITHIN 5 FEET OF THE EXIT DOORWAY
OPENING AT EACH EXIT ON EACH FLOOR.
FIRE ALARM SYSTEM SHALL COMPLY WITH NFPA 70, NFPA 72, ADAAG, UFAS, UFC-3-600-01,
UFC-4-021-01, AND THE SPECIFICATIONS.
THE FIRE ALARM SYSTEM SHOWN IS CONCEPTUAL. THE NUMBER OF DEVICES SHOWN ARE
THE MINIMUM REQUIRED AND THE FINAL QUANTITY SHALL BE IN ACCORDANCE WITH THE
APPLICABLE CODE, SPECIFICATIONS AND MANUFACTURER'S EQUIPMENT LISTING. SHOP
SUBMITTAL TO SHOW DETAILED DEVICE LOCATIONS IN ACCORDANCE WITH THE
MANUFACTURER'S LISTED INSTALLATION REQUIREMENTS AND WIRE COUNT.
COORDINATE THE EXACT DEVICE LOCATIONS WITH ELECTRICAL AND MECHANICAL SYSTEM
EQUIPMENT AND BUILDING ARCHITECTURAL FEATURES.
ALL AUDIBLE AND VISUAL APPLIANCES SHALL BE SYNCHRONIZED AND PROVIDE THE
STANDARD TEMPORAL PATTERN PER NFPA 72.
AUDIBLE DEVICES SHALL MEET THE PUBLIC MODE AUDIBILITY REQUIREMENTS PER NFPA 72.
MINIMUM CONDUIT SIZE SHALL BE 3/4".
CLASS A CIRCUITS SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN
CONDUCTORS ARE SEPARATED 12" WHERE THE CABLE IS INSTALLED VERTICALLY AND 5
FEET WHERE THE CABLE IS INSTALLED HORIZONTALLY.
"T" TAPPING OF ANY CLASS "A" CIRCUIT IS PROHIBITED.
UPON COMPLETION OF THE INSTALLATION OR ALTERATION, A SATISFACTORY TEST OF THE
ENTIRE SYSTEM SHALL BE MADE IN THE PRESENCE OF THE CONTRACTING OFFICER
REPRESENTATIVE AND FEDERAL FIRE INSPECTOR. ALL FUNCTIONS OF THE SYSTEM SHALL
BE TESTED.
PROVIDE POWER BOOSTER PANELS AS REQUIRED FOR A COMPLETE SYSTEM.
WALL-MOUNTED NOTIFICATION APPLIANCES SHOULD BE MOUNTED WITH THE TOPS AT 90"
ABOVE THE FINISHED FLOORS WHERE CEILING HEIGHTS PERMIT. OTHERWISE, THE TOPS
SHOULD BE MOUNTED 6" BELOW THE FINISHED CEILING. (THIS DOES NOT PRECLUDE THE
USE OF CEILING MOUNTED DEVICES).
PROVIDE DETECTION (SMOKE OR HEAT DETECTOR) AT ALL PANELS & POWER EXTENDER
PANELS.
ALL EXTERIOR DEVICES (INCLUDING DEVICES IN WALKWAY) SHALL BE WEATHERPROOFED &
ALL DEVICES LOCATED IN WET LOCATIONS SUCH AS SHOWER AREAS SHALL BE
WEATHERPROOF TYPE.
ALL SMOKE DETECTORS SHALL BE PLACED AT LEAST 36" FROM THE NEAREST SUPPLY AIR
REGISTER/DIFFUSER.
ALL PIPING PENETRATIONS OF FIRE RATED WALLS SHALL BE FIRE STOPPED..
THE VISUAL INTENSITY (CANDELA) FOR VISUAL NOTIFICATION APPLIANCES (STROBES) IS 75
CD UNLESS OTHER WISE INDICATED.
THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF
THE NATIONAL FIRE PROTECTION ASSOCIATION CODE, NATIONAL ELECTRICAL CODE, UFC
3-600-01, UFC 4-010-01, UFC 4-021-01, AND ALL OTHER AGENCIES HAVING JURISDICTION.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE COMPLETE
INSTALLATION OF SYSTEMS TO FUNCTION AS DESCRIBED AND SPECIFIED. THE
OMISSION OF REFERENCE TO ANY NECESSARY ITEM OF LABOR OR MATERIAL SHALL NOT
RELIEVE THE CONTRACTOR FROM PROVIDING SUCH LABOR AND MATERIAL.
ALL EQUIPMENT SHALL BE CAPABLE OF FITTING INTO THE SPACES ALLOCATED WHILE
MEETING THE MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. REVIEW
ALL SPACES WHERE EQUIPMENT IS TO BE INSTALLED PRIOR TO ORDERING OF
EQUIPMENT AND NOTIFY THE CONTRACTING OFFICER OF ANY INADEQUATE
CLEARANCES OR CONDITIONS THAT WILL PREVENT THE PROPER INSTALLATION,
MAINTENANCE, AND OPERATION OF THE EQUIPMENT.
PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF FIRE SPINKLER AND FIRE ALARM
SYSTEMS SHOWING COORDINATION OF ALL WORK WITH ALL OTHER TRADES,
INCLUDING PLUMBING, AIR CONDITIONING, CONTROLS, ELECTRICAL AND
COMMUNICATION SYSTEMS. COORDINATION DRAWINGS SHALL OVERLAY HVAC,
PLUMBING, FIRE SPRINKLER, ELECTRICAL AND FIRE ALARM SYSTEMS, AND ALL
CONFLICTS BETWEEN TRADES SHALL BE NOTED AND RESOLVED.
VERIFY AND COORDINATE ALL ROOF, WALL AND FLOOR PENETRATIONS WITH THE
STRUCTURAL AND ARCHITECTURAL DRAWINGS AND NOTIFY THE CONTRACTING OFFICER
OF ANY CONFLICTS PRIOR TO START OF CONSTRUCTION.
OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING ANY PENETRATION
THROUGH STRUCTURAL MEMBERS, WALLS, SLABS, AND PRE-STRESSED PLANKS.
TONE AND LOCATE ALL UTILITY LINES OR OTHER INTERFERENCES IN AREAS OF PROPOSED
TRENCH WORK PRIOR TO START OF EXCAVATION. REPAIR OR PAY FOR ALL DAMAGES TO
EXISTING UTILITIES.
DRAWINGS DO NOT ATTEMPT TO SHOW EXACT DETAILS OF CONDUIT ROUTING. PROVIDE
OFFSETS AS NECESSARY TO AVOID LOCAL OBSTRUCTIONS OR INTERFERENCE WITH
OTHER TRADES. REVIEW ALL PIPING AND DUCT RUNS PRIOR TO FABRICATION AND
IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY INTERFERENCE AND/OR LACK
OF ADEQUATE CLEARANCES.
SHOULD PROJECT CONDITIONS REQUIRE REARRANGEMENT OF WORK, MARK SUCH
CHANGES ON THE AS-BUILT DRAWINGS AND NOTIFY THE CONTRACTING OFFICER. IF
THESE CHANGES REQUIRE ALTERNATE METHODS TO THOSE APPROVED BY THE
CONTRACT DOCUMENTS, SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED
ALTERNATE METHODS TO THE CONTRACTING OFFICER FOR REVIEW. DO NOT PROCEED
UNTIL REVIEWED.
REPAIR ANY DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM THE INSTALLATION
OF FIRE ALARM ITEMS. THE AREAS REPAIRED SHALL MATCH THE ADJACENT SURFACES
IN TEXTURE AND COLOR.
PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED WALLS, OR
PARTITIONS WITH A UL APPROVED SYSTEM APPROPRIATE FOR THE PENETRATION TYPE
AND FIRE RATING IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
FIRE STOP ALL PENETRATIONS BETWEEN FLOORS.
GENERAL NOTES - FIRE ALARMS & MASS NOTIFICATION
ALL FIRE ALARM AND MASS SYSTEM CONDUIT AND JUNCTION BOXES TO BE CONCEALED IN
FINISHED AREAS. FIRE ALARM PANEL, ANNUNCIATOR, BOOSTER PANELS, MASS PANELS,
LOCAL OPERATING CONSOLE SHALL BE SEMI-RECESSED OR FULLY RECESSED TYPE.
PROVIDE ADEQUATE SPEAKERS TO ACHIEVE A CIS SCORE OF 0.8 THROUGHOUT ALL AREAS.
2.
3.
4.
7.
6.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
5.
18.
19.
20.
21.
22.
1.
23.
24.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
PROVIDE LOC (LOCAL OPERATING CONSOLE) WITH HVAC SHUT DOWN CAPABILITY AND
TAMPER PROOF COVER WITH ALARM.
25. ANY PANEL LOCATED ON THE EXTERIOR WALL SHALL BE A NEMA 3R MINIMUM AND SHALL
BE WEATHERPROOF.
26. CONTRACTOR SHALL COORDINATE THE TRANSMISSION SIGNAL WITH THE FIRE CHIEF. THE
FIRE DEPARTMENT BUILDING IS LOCATED IN BUILDING 390.
27. ALL PULL STATIONS SHALL BE PROVIDED WITH TAMPER PROOF COVERS WITH ALARM FOR
BARRACKS ONLY.
PROVIDE A BACK UP AMPLIFIER AS REQUIRED BY THE PROJECT SPECIFICATIONS.28.
29.
FIRE ALARM/MASS NOTIFICATION SPEAKER ONLY SIGNAL DEVICE, WALL MOUNTED (W=WATTAGE)
FSA
FIRE ALARM POWER EXTENDER PANEL
TAMPER SWITCH
PRESSURE SWITCH
CEILING MOUNTED VISUAL SIGNAL DEVICE, (CD=CANDELA RATING)
FIRE ALARM ANNUNCIATOR
FIRE ALARM/MASS NOTIFICATION CONTROL PANEL WITH LOC BUILT IN
FIRE ALARM/MASS NOTIFICATION SPEAKER/VISUAL SIGNAL DEVICE, WALL MOUNTED
SMOKE DETECTOR, CEILING SURFACE MOUNTED (PHOTO ELECTRIC)
MANUAL PULLSTATION
DESCRIPTION
NEW
SYMBOLS
FACP/MNS
FEP
WATER PROOFWP
SPEAKER, CEILING MOUNTED (W=WATTAGE)
FIP FIRE ALARM INTERFACE PANEL
P
CEILING MOUNTED VISUAL/AUDIO SIGNAL DEVICE, (CD=CANDELA RATING W=WATTAGE)
W cd cd
W C cd
W
W C
AIM ADDRESSABLE INLET MODULE
AOM ADDRESSABLE OUTLET MODULE
WALL INDICATED VISUAL ONLY DEVICE (CD=CANDELA RATING)CD
(W=WATTAGE C=CANDELA RATING)
PROVIDE CLEAR COLOR STROBES FOR FIRE ALARM NOTIFICATION AND THE STROBE SHALL
BE MARKED "FIRE".
30. PROVIDE A SECOND "AMBER COLOR" STROBES FOR MASS NOTIFICATION AND THE STROBE
SHALL BE MARKED "ALERT" WITH WHITE HOUSING.
31.
RADIO TRANSCEIVER ANTENNA (MASS AND/OR FIRE ALARM)
P
PS
LOW FREQUENCYLF
FIRE ALARM DEVICES IN THE BARRACKS AND SLEEPING AREAS SHALL BE LOW FREQUENCY
AND PRODUCE A SOUND OF 520 HZ.
32.
MINIMUM CIRCUIT PERFORMANCE REQUIREMENTS:
IDC - INITIATING DEVICE CIRCUIT SHALL BE CLASS A
NAC - NOTIFICATION APPLICATION CIRCUIT SHALL BE CLASS A
SLC - SIGNALING LINE CIRCUIT SHALL BE CLASS A
ALL LOOPS SHALL HAVE OUTGOING AND RETURN CONDUCTORS IN SEPARATE
CONDUIT.
SMOKE DETECTOR, CEILING SURFACE MOUNTED (SOUNDER BASE)S
FIRE ALARM COMBINATION VISUAL DEVICES IN THE SLEEPING AREAS AND THE BARRACKS
SHALL HAVE A MINIMUM 177CD PER NFPA 72 FOR SLEEPING AREAS.
33. PROVIDE FIRE ALARM DOCUMENT STORAGE CABINET BOX NEXT TO THE MAIN FIRE
ALARM/MASS NOTIFICATION PANEL IN ACCORDANCE WITH NFPA 72.
34. THE FIRE ALARM CONDUITS SHALL BE FACTORY PAINTED RED FOR UNFINISHED AREAS AND
CONCEALED AREAS. FOR FINISHED AREAS THE CONDUIT SHALL BE PAINTED TO MATCH
EXISTING FINISH WITH 3/4" RED BAND EVERY 10 FEET.
F-001
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* IN THE EVENT OF A CONFLICT BETWEEN THE SPECIFICATIONS AND
THE MATRIX, THE MATRIX SEQUENCE WILL TAKE PRECEDENCE.
MASS NOTIFICATION SYSTEM ACTIVATION SHALL SILENCE ALL FIRE
ALARM OCCUPANT APPLIANCES UNTIL MASS SYSTEM IS DEACTIVATED
X X X
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SINGLE BREAK OR GROUND FAULT IN FIRE ALARM CIRCUIT
MASS NOTIFICATION SYSTEM ACTIVATION (SEE NOTE NO.1)
SPRINKLER RISER OR FLOOR WATER FLOW OR PRESSURE SWITCH
LOW BATTERY
POWER FAILURE
FIRE ALARM SYSTEM INPUT
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FIRE ALARM SEQUENCE OF OPERATIONSA2
FIRE ALARM LEGEND
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APPLIES TO ALL NEW FIRE SPRINKLER
SYSTEMS
1.
F-002
3.
2.
1.
ALL EQUIPMENT SHALL BE CAPABLE OF FITTING INTO THE SPACES ALLOCATED WHILE
MEETING THE MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. REVIEW ALL
SPACES WHERE EQUIPMENT IS TO BE INSTALLED PRIOR TO ORDERING OF EQUIPMENT AND
NOTIFY THE CONTRACTING OFFICER OF ANY INADEQUATE CLEARANCES OR CONDITIONS
THAT WILL PREVENT THE PROPER INSTALLATION, MAINTENANCE, AND OPERATION OF THE
EQUIPMENT.
THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE COMPLETE
INSTALLATION OF SYSTEMS TO FUNCTION AS DESCRIBED AND SPECIFIED. THE OMISSION
OF REFERENCE TO ANY NECESSARY ITEM OF LABOR OR MATERIAL SHALL NOT RELIEVE
THE CONTRACTOR FROM PROVIDING SUCH LABOR AND MATERIAL.
THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE
NATIONAL FIRE PROTECTION ASSOCIATION CODE, NATIONAL ELECTRICAL CODE, AND ALL
OTHER AGENCIES HAVING JURISDICTION.
FIRE PROTECTION GENERAL NOTES:
7.
8.
9.
5.
6.
4.
SHOULD PROJECT CONDITIONS REQUIRE REARRANGEMENT OF WORK, MARK SUCH
CHANGES ON THE AS-BUILT DRAWINGS AND NOTIFY THE GENERAL CONTRACTOR. IF THESE
CHANGES REQUIRE ALTERNATE METHODS TO THOSE APPROVED BY THE CONTRACT
DOCUMENTS, SUBMIT SHOP DRAWINGS SHOWING THE PROPOSED ALTERNATE METHODS
TO THE GENERAL CONTRACTOR FOR REVIEW. DO NOT PROCEED UNTIL REVIEWED.
DRAWINGS DO NOT ATTEMPT TO SHOW EXACT DETAILS OF PIPING. PROVIDE OFFSETS AS
NECESSARY TO AVOID LOCAL OBSTRUCTIONS OR INTERFERENCE WITH OTHER TRADES.
REVIEW ALL PIPING AND DUCT RUNS PRIOR TO FABRICATION AND IMMEDIATELY NOTIFY
THE GENERAL CONTRACTOR OF ANY INTERFERENCE AND/OR LACK OF ADEQUATE
CLEARANCES.
TONE AND LOCATE ALL UTILITY LINES OR OTHER INTERFERENCES IN AREAS OF PROPOSED
TRENCH WORK PRIOR TO START OF EXCAVATION. REPAIR OR PAY FOR ALL DAMAGES TO
EXISTING UTILITIES.
OBTAIN APPROVAL FROM THE STRUCTURAL ENGINEER BEFORE MAKING ANY
PENETRATIONS THROUGH STRUCTURAL MEMBERS, WALLS AND SLABS.
VERIFY AND COORDINATE ALL ROOF, WALL AND FLOOR PENETRATIONS WITH THE
STRUCTURAL AND ARCHITECTURAL DRAWINGS AND NOTIFY THE GENERAL CONTRACTOR
OF ANY CONFLICTS PRIOR TO START OF CONSTRUCTION.
PROVIDE SHOP DRAWINGS FOR THE LAYOUT OF FIRE SPINKLER AND FIRE ALARM SYSTEMS
SHOWING COORDINATION OF ALL WORK WITH ALL OTHER TRADES, INCLUDING PLUMBING,
AIR CONDITIONING, CONTROLS, ELECTRICAL AND COMMUNICATION SYSTEMS.
COORDINATION DRAWINGS SHALL OVERLAY HVAC, PLUMBING, FIRE SPRINKLER,
ELECTRICAL AND FIRE ALARM SYSTEMS, AND ALL CONFLICTS BETWEEN TRADES SHALL BE
NOTED AND RESOLVED.
PROVIDE PROPER THRUST RESTRAINT AT ALL CHANGES IN DIRECTION OF PIPE.
PIPING SHALL BE DUCTILE IRON WITH A RATED WORKING PRESSURE OF 175 psi (1207 KPA)
CONFORMING TO AWWA C151, WITH CEMENT MORTAR LINING CONFORMING TO AWWA
C104. MINIMUM BURIAL DEPTH OF PIPE SHALL BE 36" (900mm).
ALL DEVICES AND EQUIPMENT SHALL BE LISTED IN UL FPED OR FM P7825a FOR
UNDERGROUND FIRE SERVICE.
UNDERGROUND FIRE PROTECTION WATER LINE DESIGN AND INSTALLATION SHALL BE IN
ACCORDANCE WITH NFPA 24 AND SPECIFICATION SECTION 33 11 00.
11.
12.
10.
SEISMICALLY BRACE ALL EQUIPMENT AND PIPING IN ACCORDANCE WITH THE
SPECIFICATIONS. PROVIDE ZONE-OF-INFLUENCE CALCULATIONS.
REPAIR ANY DAMAGE TO EXISTING CONSTRUCTION RESULTING FROM THE INSTALLATION
OF MECHANICAL ITEMS. THE AREAS REPAIRED SHALL MATCH THE ADJACENT SURFACES IN
TEXTURE AND COLOR.
FIRE PROTECTION UNDERGROUND NOTES:
1.
2.
3.
4.
PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR
PARTITIONS WITH A UL APPROVED SYSTEM APPROPRIATE FOR THE PENETRATION TYPE
AND FIRE RATING IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS.
FIRE STOP ALL PENETRATIONS BETWEEN FLOORS.
THE CONTRACTOR SHALL COMPLY WITH OSHA 29 CFR 1910.36 AND 29 CFR 1910.37.
16.
LOCATE ALL FIRE PROTECTION RISER PIPING AT LEAST 12" (300mm) FROM ANY EXTERIOR
WALL FOR BLAST SAFETY. FIRE PROTECTION RISER SHALL BE 36" CLEARANCE OF ANY
OBSTRUCTION OR EQUIPMENT.
SPRINKLER PIPING SHALL BE:
ALL ABOVE GROUND PIPING SHALL BE SCHEDULE 40 STEEL PIPE.
PROVIDE EARTHQUAKE PROTECTION (SWAY BRACING) IN ACCORDANCE WITH NFPA 13. USE
A HORIZONTAL FORCE FACTOR OF HALF THE WEIGHT OF THE WATER FILLED PIPE.
PROVIDE SURGE RESTRAINT CLIPS ON ALL HANGAR RINGS. PROVIDE END OF BRANCH
RESTRAINT FOR ALL BRANCH LINES OVER 4 FEET (1200mm) OR WHERE SUBJECT TO
DAMAGE OR WHERE UPWARD OR LATERAL MOVEMENT OF THE SYSTEM PIPING WOULD
RESULT IN DAMAGE TO THE SPRINKLER THROUGH IMPACT AGAINST THE BUILDING
STRUCTURE, EQUIPMENT, OR FINISH MATERIALS.
7.
8.
11.
9. ALL DEVICES AND EQUIPMENT SHALL BE UL LISTED OR FM APPROVED.
PROVIDE INSPECTION AND HYDROSTATIC TEST AND SUBMIT CONTRACTOR'S MATERIAL
AND TEST CERTIFICATES FOR ABOVE GROUND AND UNDERGROUND PIPING IN
ACCORDANCE WITH NPFA 13. PRIOR TO HYDROSTATIC TEST, THE CONTRACTOR SHALL
PERFORM AN AIR PRESSURE TEST TO LOCATE ANY POTENTIAL LEAKAGE.
12.
ALL EXTERIOR SPRINKLER HEADS SHALL BE STAINLESS STEEL OR TEFLON COATED.
13.
14.
PROVIDE LABELS AND VISIBLE IDENTIFICATION INDICATING LOCATION OF ALL FLOOR
CONTROL VALVES, INSPECTOR'S TEST STATIONS; AND FIRE DEPARTMENT CONNECTIONS.
COORDINATE SPRINKLER LINE ROUTING WITH CEILING HEIGHTS AND OTHER EQUIPMENT,
DUCTS, AND PIPING IN THE CEILING. CONTRACTOR SHALL FOLLOW THE PROPOSED MAIN
ROUTING AS MUCH AS POSSIBLE.
15.
TEMPERATURE RATINGS FOR ALL SPRINKLERS SHALL BE APPROPRIATE FOR THE LOCATION IN
ACCORDANCE WITH NFPA 13. PROVIDE QUICK RESPONSE SPRINKLERS THROUGHOUT THE
FACILITY UNLESS OTHERWISE NOTED. SPRINKLERS WITH O-RINGS ARE NOT PERMITTED.
17.
CONTRACTOR SHALL ALSO REVIEW ALL RFP REQUIREMENTS TO ENSURE ALL PROVISIONS
ARE MET WHETHER INDICATED ON THE DRAWINGS OR NOT. CONTRACTOR SHALL BE
RESPONSIBLE TO SATISFY ALL RFP ITEMS AND REQUIREMENTS.
3. AUTOMATIC SPRINKLER PROTECTION IS REQUIRED THROUGHOUT THE ENTIRE BUILDING IN
ACCORDANCE WITH NFPA 13.
6. THE WET-PIPE SYSTEM SHALL BE HYDRAULICALLY DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE FOLLOWING CRITERIA:
SPRINKLER DESIGN REQUIRED PRESSURE (RESIDUAL) SHALL BE BASED ON A MINIMUM 10
PSI SAFETY FACTOR.
5.
2. THE FIRE SPRINKLER SYSTEM SHOWN IS CONCEPTUAL. THE EQUIPMENT IS SHOWN IN
SUGGESTED LOCATIONS, FINAL QUANTITY AND LAYOUT SHALL BE IN ACCORDANCE WITH
APPLICABLE CODES, MANUFACTURES'S RECOMMENDATIONS, AND EQUIPMENT LISTING.
SHOP SUBMITTALS SHALL SHOW SPRINKLER DETAILS IN ACCORDANCE WITH NFPA 13 AND
THE MANUFACTURER'S EQUIPMENT LISTING INSTALLATION REQUIREMENTS.
4. WATER SUPPLY AT TIME OF DESIGN FOR THE EXISTING CIVIL MAIN (FOR TEST 1 OF 2):
FIRE SPRINKLER SYSTEM SHALL COMPLY WITH NFPA 13, NFPA 20, NFPA 24, UFC 3-600-01
AND SPECIFICATION SECTION 21 13 13.00 10.
1.
FIRE SPRINKLER SYSTEM NOTES:
1. PORTABLE FIRE EXTINGUISHERS SHALL COMPLY WITH NFPA 10 AND SPECIFICATIONS.
FIRE EXTINGUISHER NOTES:
ALL FIRE EXTINGUISHERS SHALL HAVE A MINIMUM CLASS 4A:60B:C RATING & SHALL BE DRY
CHEMICAL TYPE UNLESS NOTED OTHERWISE.
2.
18.
LOCATION:
STATIC:
FLOW:
RESIDUAL:
OCCUPANCY CLASSIFICATION: LIGHT HAZARD
DESIGN METHOD: AREA/DENSITY
SPRINKLER: QUICK RESPONSE
TEMP RATING: ORDINARY
CORRIDORS, RESTROOMS, OPEN OFFICES, & BARRACKS
DESIGN DENSITY:
DESIGN AREA:
HOSE STREAM:
DURATION:
0.1 GPM/SF (4.1 LPM/SM)
1500 SF (139 SM)
250 GPM
60 MIN.
19. LOCATED FS HEADS PER NFPA TO AVOID ANY OBSTRUCTIONS. COORDINATE WITH SOFFIT,
LIGHT FIXTURE, AND DUCTWORK LOCATIONS
PROVIDE UL LISTED FS EXPANSION/SEISMIC JOINTS AT THE BUILDINGS EXPANSION JOINT
TO ACCOMMODATE UP TO 4" (100mm) OF MOVEMENT.
10.
20. ALL EXPOSED PIPING SHALL BE APPROVED BY THE GENERAL CONTRACTOR & FIRE
PROTECTION ENGINEER.
P-229 AND P-12
70 PSI
1525 GPM
54 PSI
WATER SUPPLY AT TIME OF DESIGN FOR EXISTING CIVIL MAIN (FOR TEST 2 OF 2):
STATIC:
FLOW:
RESIDUAL:
76 PSI
1600 GPM
62 PSI
EXTERIOR UTILITY CONNECTIONS FOR BUILDINGS ARE SHOWN IN THE CIVIL DRAWINGS5.
LOCATION: P-210 AND P-212
N.C. NORMALLY CLOSED
GALV GALVANIZED
GMI GALVANIZED MALLEABLE IRON
MAIN DRAIN DISCHARGE
INDICATING BUTTERFLY VALVE
MULTI-PURPOSE DRY CHEMICAL FIRE EXTINGUISHER
(MINIMUM 4A:60B:C - 4.5kg [10 LB])
FS FLOW SWITCH
OUTSIDE STEM AND YOKEOS&Y
GV GATE VALVE
TS
POR POINT OF REMOVAL
TAMPER SWITCHTS
EXISTINGEXIST
FIRE SPRINKLERFS
SYMBOL ABBRV. DESCRIPTION
POINT OF CONNECTIONPOC
FIRE DEPARTMENT CONNECTION
TYPICAL
SPRINKLER CROSS MAIN END CAP
FIRE SPRINKLER PIPING
WET-PIPE FS RISER/STANDPIPE RISER
FDC
TYP.
SURFACE MOUNTED FIRE EXTINGUISHER CABINETFEC-S
RECESSED FIRE EXTINGUISHER CABINETFEC-R
WSP WET STAND PIPE
21. ALL FIRE SPRINKLER PIPING SHALL BE PAINTED RED WITH EPOXY COATING.
CONTRACTOR SHALL USE THE HYDRAULIC CALCULATION BASED ON THE NEW HYDRANTS
PROVIDING A MINIMUM 20 PSI RESIDUAL AT 2000 GPM. THE HYDRANTS SHOWN ABOVE IS
WHAT THE EXISTING FIRE SPRINKLER HYDRANTS PROVIDED. REFER TO CIVIL DRAWINGS
FOR HYDRANT LOCATIONS.
22. FIRE SPRINKLER CONTRACTOR SHALL CONDUCT A HYDRANT FLOW TEST AFTER THE NEW
CIVIL MAIN AND HYDRANTS ARE INSTALLED TO CONFIRM THE HYDRANT PRESSURE AND
FLOW.
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4" FIRE SPRINKLER
RISER (TYP.)
POC TO 4" FIRE MAIN.
FOR CONTINUATION
SEE CIVIL (TYP.)
4" FIRE SPRINKLER
RISER (TYP.)
POC TO 4" FIRE MAIN.
FOR CONTINUATION
SEE CIVIL (TYP.)
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BUILDING 135, 137, 138, 139, 144, 145,
146, 147, 148 - BARRACKS - LARGE
BUILDING 140, 149, - GP ADMIN - SMALL
FOR FIRE SPRINKLER WORK SEE
SHEET F-106. FOR FIRE ALARM WORK,
SEE SHEET F-107.
BUILDING 131/131A, 142/142A -
SHOWER/LATRINES DUPLEX
NO FIRE SPRINKLER OR FIRE ALARM
WORK IN THIS AREA
BUILDING 133 - LATRINE ONLY
BUILDING 121 - LAUNDRY
SCALE: 1" = 40'-0"
FIRE PROTECTION SITE PLANA1 00 40' 80'
SCALE: 1" = 40'
120'
PLAN
NORTHTRUE
NORTH
FS101
NO FIRE SPRINKLER OR FIRE ALARM
WORK IN THIS AREA
NO FIRE SPRINKLER WORK IN THIS
AREA. FOR FIRE ALARM, SEE SHEET
F-109
FOR FIRE SPRINKLER WORK SEE
SHEET F-102 AND F-103. FOR FIRE
ALARM WORK, SEE SHEET F-104.
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FFE=6383.7
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FFE=6395.4
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FFE=6393.2
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FFE=6394.8
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FFE=6387.3
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FFE=6386.3
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BLDG 106 CO/BN HQ/ADMIN
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BLDG 107 CO/BN/ADMIN FFE=6367.6
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FFE=6366.9
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BLDG 196
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BLDG 133 LATRINE
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BLDG 93 (DFAC)
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BLDG 108 CO/BN/ADMIN FFE=6368.8
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BLDG 109 CO/BN/ADMIN FFE=6369.6
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BLDG 110 CO/BN/ADMIN FFE=6373.0
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BLDG 190 DFAC FFE=6374.1
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BLDG 187 CO/BN/ADMIN FFE=6371.8
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BLDG 186 DFAC FFE=6368.7
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SMH TOP=6383.6 INV.=6381.43
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SEPTIC TANK SMH TOP=6383.5 PIPE INV.=6381.79
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SEPTIC TANK SMH TOP=6382.76 PIPE INV.=6378.68
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SEPTIC TANK SMH TOP=6375.10 PIPE INV.=6371.16
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H
| Plumbing RTA bloc A_B.pdf |
| RH000215J_P-603 |
| RH000215J_P-901 |
| RH000215J_P-902 |
| RH000215J_P-903 |
| RH000215J_P-904 |
| FP RTA block A_B.pdf |
| RH000215J_F-001 |
| RH000215J_F-002 |
| RH000215J_FS101 |
| RH000215J_F-101 |
| RH000215J_F-102 |
| RH000215J_F-103 |
| RH000215J_F-104 |
| RH000215J_F-105 |
| RH000215J_F-106 |
| RH000215J_F-107 |
File details come from the government source that posted it.