56
57
3
58
4
59
5
PROVIDE ACCESS PLATFORM WITH HANDRAIL (NOT SHOWN)
TO MONITOR PANEL
OVERFILL PREVENTION ALARM
80mm NORMAL ATMOSPHERIC VENT
OVERFILL PREVENTION ALARM AND
LIQUID LEVEL GAUGE (AUTOMATIC)
SPILL CONTAINMENT
SECONDARY TANK EMERGENCY VENT
FILL PIPE LOCKING CAP
MANWAY
FILL PIPE ADAPTER
EMERGENCY VENT FOR PRIMARY TANK
NEMA 3R HEAT
TRACE PANEL
ANTI-SIPHON
VALVE (TYP)
US ARMY CORPS
OF ENGINEERS
FAR EAST DISTRICT
APPR.
2
INTERSTITIAL LEAK
DETECTION
D
DATE
1
TO MONITOR PANEL
(SEE ELECT'L DWG)
J
DOUBLE WALL FUEL
OIL SUPPLY LINE TO
GENERATOR
SIGN
DOIUBLE WALL FUEL OIL
RETURN LINE FROM
GENERATOR
20 FOS
20 FOR
DROP TUBE
ANTI-SPLASH DEFLECTOR
HOUSEKEEPING PAD
GROUND ROD
100
ACC-2
FLOAT SWITCH (EXPLOSION PROOF)
FOT-1 - 7560 L
50mm FUEL LEVEL GAUGE
WITH ISOLATION VALVE
DESCRIPTION
PROVIDE ACCESS PLATFORM
WITH HANDRAIL
SOLENOID VALVE CONTROLLED
BY OVERFILL ALARM SYSTEM
HYDRAULICALLY OPERATED,
DIAPHRAGM-ACTUATED, PILOT
CONTROLLED GLOBE
PATTERN VALVE
LADDER TO ACCESS PLATFORM
APPR. MARK
GENERATOR
DATE
MECHANICAL YARD SLAB
SECONDARILY CONTAINED STEEL TANK
(SEE SPECS 33 56 10)
FOOT VALVE WITH 24 MESH
STRAINER (TYP)
FILL
CONNECTION
THIS END
NOTE:
PROVIDE DOUBLE WALL CONTAINMENT FUEL
OIL PIPE WITH LEAK DETECTION. HEAT TRACE
AND INSULATE WITH 25 mm JACKETED
INSULATION.
DESCRIPTION
C
FOT-1
LOCKABLE GATE VALVE
FOR DRAINING WATER
2
FUEL OIL SYSTEM INSTALLATION DETAIL
NTS
MARK
LADDER
ὤ⪸ ḩἽ ㉘⽸ ⵤḴ ㉘㾌 ㇵ㉬⓸⮨
5.
6.
7.
8.
PLOT DATE:
28 APRIL. '16
FILE NUMBER:
PLOT SCALE:
AS SHOWN
ANSI D
SIZE:
J.Y. KIM
SUMITTED BY:
FILE NAME:
ENGINEERS
ARCHITECTS
JACOBS GOVERNMENT SERVICES COMPANY
CONTRACT NO.:
W9129UM-14-C-0012
SOLICITATION NO.:
D. KEMP
AMKOR / SAC - A JOINT VENTURE
3
ENLARGED PLUMBING PLANS
4.
HIGH LEVEL/LEAK DETECTION CONTROL PANEL INSTALLATION DETAIL
NTS
ST
AT
E OF T E X
AS
BRODIE B B HEFLIN
PR
106046
䞉␴㠸㈑⺴⺸⓸
CHANNEL MOUNTED TYPE
LEVEL GAUGING, TANK
LEAK & SUMP LEAK
SENSOR CABLE
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
3.
0
50
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
A
30
0
NE
2.
THE FUEL OIL SYSTEM SHALL BE DESIGNED, INSTALLED, TESTED AND CLEANED IN ACCORDANCE TO NFPA 30 & 31, AND MANUFACTURER'S WRITTEN INSTRUCTIONS.
THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF THE FUEL OIL SYSTEM FOR APPROVAL BEFORE CONSTRUCTION.
TANKS SHALL BE CYLINDRICAL OR RECTANGULAR DOUBLE-WALL CONSTRUCTION AS SPECIFIED. THE PRIMARY AND SECONDARY TANKS SHALL BE MANUFACTURED
IN ACCORDANCE WITH STEEL TANK INSTITUTE PUBLICATION NO. F921. THE STORAGE TANKS AND SUPPORTS SHALL BE DELIVERED AS A COMPLETE UL LISTED UNIT.
A LEGIBLE UL 142 AND STI LABEL SHALL BE AFFIXED TO THE TANK LADDER.
PROVIDE ONE (1) MANWAY FOR TANKS LESS THAN 18,925 L. TANK MANWAY SHALL BE PROVIDED WITH A MANWAY CDOVER AND AN INTERIOR TANK LADDER. MANWAY
SHALL BE 762mm MINIMUM.
AN EXTERNAL LADDER SHALL BE PROVIDED TO ALLOW ACCESS TO TOP OF TANK FOR FILLING AND MAINTENANCE THAT COMPLIES WITH APPLICABLE OSHA
STANDARDS AND BUILDING CODES.
ABOVE GROUND PIPING SHALL BE STEEL.
HORIZONTAL RUNS SHALL BE LOCATED BELOW BOTTOM OF THE TANK.
PROVIDE ALL ASSOCIATED CONDUITS AND WIRING TIED INTO THE MONITORING AND GAUGING SYSTEM LOCATED AS INDICATED OR DIRECTED BY COR. AN AUDIBLE
WEATHERPROOF ALARM HORN SHALL BE LOCATED SO THAT THE PERSON FILLING THE TANK CAN HEAR THE ALARM AND HALT THE TANK FILLING PROCEDURE.
THE HYDRAULICALLY OPERATED, DIAPHRAGM-ACTUATED GLOBE PATTERN VALVE IS CONTROLLED BY A FLOAT ACTUATED PILOT MOUNTED ON THE CETERLINE 80mm
(3") BELOW DESIRED SHUT-OFF LEVEL, IN OR NEAR THE ACCESS HATCH AND WITHIN CLOSE PROXIMITY OF THE VALVE INSIDE THE TANK.
GROUND ROD
TO BAS
GENERAL NOTES FOR FUEL OIL SYSTEM
1.
CONDUITS INSTALLED
BELOW FROST LINE
150
600
TO POWER SOURCE
1 : 50
SEOUL, KOREA
GROUND LINE
ENLARGED PLAN - MECHANICAL YARD
DWN BY:
CKD BY:
CONCRETE FOUNDATION
1
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
B
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
1050
B. HEFLIN
DESIGN BY:
HIGH LEVEL/LEAK DETECTION
CONSOLE WEATHERPROOF
OUT OF HAZARDOUS AREA
1500
FUEL OIL TANK LEVEL AND
LEAK DETECTION PANEL
P. BAKER
CHANNEL
-400x100x9t
(CONDUIT SUPPORT)
-
DATE:
29 APRIL.'16
ACC-1
SHEET
IDENTIFICATION
NUMBER
P-403
Sheet 506
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
2
3
4
DOWNSPOUT. REFER
TO ARCH. DWGS.
65 mm
REFER TO CIVIL
SPECIFICATION 334000
FOR PIPE MATERIAL
APPR.
50 mm DRAIN PIPE
STUBBED INTO TRENCH
30 mm
TOP OF DOOR TRACK
CONCRETE
APRON PAVING
REFER TO CIVIL DRAWINGS
STRUCTURAL FOOTING
DATE
A
-
65 mm
HANGAR FLOOR
50 mm
50 mm IW
A
-
REFER TO PLANS FOR
INVERT ELEVATION
COORDINATE FINAL
INVERT ELEVATION WITH
SITE CIVIL.
THE PIPE MATERIAL SHALL BE CAST IRON
FROM THE STORM WATER BOOT DISCHARGE
TO THE POINT OF CONNECTION TO CIVIL.
2% SLOPE
50 mm DRAINAGE PIPE
CONCRETE FLOOR,
SEE STRUCTURAL
DRAWINGS
SNOW MELT TUBING REFER
TO MECHANICAL DRAWINGS
FOR DETAILS
TOP OF DOOR
TRACK CONCRETE
DESCRIPTION
FIN.FLR.
GRADE
DOOR TRACK, REFER TO
STRUCTURAL DRAWINGS (TYP.)
13 mm GAP BETWEEN BOTTOM
OF RAIL AND THE BOTTOM
OF THE HANGAR DOOR RAIL
DRAINAGE CHANNEL
MOUNTING BRACKET
FAR EAST DISTRICT
APPR. MARK
765 mm
D
CO
US ARMY CORPS
OF ENGINEERS
SLOPE CHANNEL AT A
MINIMUM OF 0.6%
TOWARD DRAIN
BUILDING EXTERIOR
WALL
CAST IRON STORM WATER BOOT,
ASSEMBLY SHALL INCLUDE
CLEANOUT PLUG.
5
TRENCH DRAIN
SEE PLANS FOR
DEPTH OF TRENCH
SECTION VIEW - A-A
DATE
1
C
DOWNSPOUT STORM DRAINAGE BOOT DETAIL
NTS
1
㍌㫵 ⇍㍌ ⾋Ɒ ⵤ㍌⺴ ㇵ㉬⓸
HANGAR DOOR RAIL DRAINAGE DETAIL
NTS
ᷝ⇝Ḕ ⓸㛨 ⵤ㍌⺴ ㇵ㉬⓸
INSTALL ALL GAS PIPING AND EQUIPMENT IAW NFPA-54, 58, 49 CFR 192 OR UL
GAS OR OIL DIRECTORY OR APPLICABLE US CODE EXCEPT MODIFIED HEREIN
SPECIFICATION SUCH AS PARAGRAPHS 2.1.1 STEEL PIPE, 2.3.1 GAS MAIN
REGULATORS & 2.4 METERS IN SPECIFICATION SECTION 33 51 03.
PLOT DATE:
28 APRIL. '16
FILE NUMBER:
PLOT SCALE:
AS SHOWN
SIZE:
ANSI D
FILE NAME:
ENGINEERS
JACOBS GOVERNMENT SERVICES COMPANY
CONTRACT NO.:
J.Y. KIM
CKD BY:
ARCHITECTS
300
300
1,500
"B" - DETAIL
120V, IPH, 60Hz
OPERATION SEQUENCE
1. WHEN GAS LEAK DETECTOR DETECTS LEAKAGE OF GAS,
SEND SIGNAL TO MONITOR
2. MONITOR TO SHUT OFF THE ASV AND ACTIVATE ALARM.
3. RETURN TO NORMAL CONDITION AFTER RESET.
4. GAS DETECTION MACURCO OR APPROVED EQUAL.
ST
AT
E OF T E X
AS
ᴴ㏘ ⵤḴ ㇵ㉬⓸
BRODIE B B HEFLIN
PR
106046
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
NTS
POLYETHLENE COATED STEEL PIPE
(KS D 3589) PER SPECS.
NE
3
ALARM HORN
ㇵ㉬⓸
GENERAL NOTE:
CONNECT TO
CIVIL GAS LINE
LOCATING-WIRE
AUTOMATIC SHUTOFF
VALVE (ASV)
AMKOR / SAC - A JOINT VENTURE
SEE DETAIL "B"
GAS FIRED EQUIPMENT
REFER TO 4/P-503 FOR
TYPICAL EQUIPMENT GAS
CONNECTION DETAIL
GAS LEAK DETECTOR
DETAILS
1,500
MONITOR
SEOUL, KOREA
CONNECT
TO CIVIL
GAS LINE
ALARM TO
FACP
FIN. FLOOR
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
FL
GAS DETAIL
SLEEVE
CONNECT TO GAS
FIRED EQUIPMENT
M
A
GAS METER
"A" - DETAIL
FILTER(TYP)
DESIGN BY:
MECH RM
1.200(MIN)
B
FLANGED
CONNECTION
B. HEFLIN
ALARM HORN
GAS METER
BALL VALVE (TYP)
REGULATOR(TYP)
(300kPa TO 3.5 kPa)
CARBON STEEL PIPE
(KS D 3631)
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
CAP
(MIN)
75
GAS LEAK DETECTION
MONITOR
P. BAKER
100mm GAP
AUTOMATIC SHUT OFF VALVE (ASV)
SUMITTED BY:
TO EQUIPMENT
INLET
TEE FITTING
W9129UM-14-C-0012
SLEEVE
-
6mm PRESSURE TEST PORT (TYP.)
GAS LEAK DETECTOR
DWN BY:
GAS REGULATOR (TYP.)
M.
CLEWORTH
GAS SUPPLY INLET
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
ALL DIMENSIONS ARE MILLIMETERS UNLESS OTHERWISE INDICATED.
DATE:
BALL VALVE
(TYP).
29 APRIL.'16
EARTHQUAKE
GAS SHUT-OFF VALVE
FILTER (TYP.)
PVC BOX
SOLICITATION NO.:
MARK
2
DESCRIPTION
NOTES:
1.
REFER TO MECHANICAL DRAWING FOR SNOW MELT AND RADIANT FLOOR TUBING DETAILS
SHEET
IDENTIFICATION
NUMBER
P-500
Sheet 507
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
2
3
4
5
DOMESTIC
WATER SERVICE
UP TO
STRUCTURE
DOMESTIC WATER
METER
STRAINER
REDUCED
PRESSURE
BACKFLOW
PREVENTER
GATE
VALVE
(TYPICAL)
EXTERIOR
WALL
PRESSURE
GAUGE (TYP)
US ARMY CORPS
OF ENGINEERS
FAR EAST DISTRICT
SYSTEM
DRAIN
APPR.
1
CLEANOUT TEE WITH SCREWED
COUNTERSUNK PLUG. TAPERED
THREAD WITH TFE JOINT COMPOUND
LOCATE CLEANOUT FACE WITHIN 100
MM OF WALL SURFACE, PROVIDE
EXTENSION AS REQUIRED
DATE
100 mm DOMESTIC WATER MAIN - REFER TO
CIVIL FOR CONTINUATION
1/4 m3 OF CONCRETE
AROUND FITTING FOR
ANCHOR
DESCRIPTION
SAME SIZE AS MAIN
WITH 100 MAXIMUM
FLOW
FLOW
PLUG DRAIN PIPE
WHEN CLEANOUT IS
LOCATED AT THE
BEGINNING OF A RUN
TWO-WAY CLEANOUT (DCO) DETAIL
NTS
2ⵝ ㋀㥐Ạ ㇵ㉬⓸
2
ONE-WAY CLEANOUT DETAIL
NTS
ST
1ⵝ ㋀㥐Ạ ㇵ㉬⓸
AT
E OF T E X
PLOT DATE:
28 APRIL. '16
PLOT SCALE:
AS SHOWN
ANSI D
SIZE:
JACOBS GOVERNMENT SERVICES COMPANY
AS
BRODIE B B HEFLIN
PR
106046
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
4
NE
SEE PLANS FOR SIZE MAIN AND
ROUTING OF PIPING
A
ㇵ㉬⓸
TWO-WAY CLEANOUT
FITTING
FILE NAME:
1/8 BEND FITTING AND WYE FITTING OR
COMBINATION 1/8 BEND & WYE FITTING.
SEE PLANS FOR SIZE
MAIN AND ROUTING
OF PIPING
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
CAST IRON TO
GRADE, SAME
SIZE AS MAIN
WITH 100 MM
MAXIMUM
ENGINEERS
FINISHED FLOOR
1/4 m3 OF CONCRETE AROUND
FITTING FOR ANCHOR
AMKOR / SAC - A JOINT VENTURE
460 x 460 x 150 mm CONCRETE
PAD OR AS SPECIFIED
ARCHITECTS
INSTALL CAULKING FERRULE AND RAISED HEAD
SCREW PLUG IN AREAS WHERE SURFACE IS
UNFINISHED. PROVIDE ACCESS HOUSING &
COVER IN FINISHED SURFACES SUCH AS
FLOORS,SIDEWALKS AND DRIVEWAYS
600 x 460 x 150 mm
CONCRETE PAD
OR AS SPECIFIED
FINISHED FLOOR
FINISHED GRADE
ᴴ㝙 Ἵ㍌ 㢬㢹⺴ ㇵ㉬⓸
DETAILS
B
INSTALL CAULKING
FERRULE AND RAISED
HEAD SCREW PLUG IN
AREAS WHERE SURFACE
IS UNFINISHED
NTS
SEOUL, KOREA
ACCESS HOUSING & COVER
SET FLUSH WITH FINISHED
SURFACE. INSTALL IN FLOOR,
SIDEWALKS AND DRIVES
1
ⷱ ㋀㥐Ạ ㇵ㉬⓸
P. BAKER
NTS
DOMESTIC WATER ENTRANCE DETAIL
CKD BY:
3
NTS
WALL CLEANOUT DETAIL
FILE NUMBER:
NOTES:
1.
PROVIDE WCO ON SANITARY WASTE BRANCHES NOT SERVED WITH
FLOOR CLEANOUT. MAXIMUM HEIGHT ABOVE FINISHED FLOOR 1200 mm.
SUBMERSIBLE SUMP
PUMP (SP-1)
ELEVATOR SUMP PUMP DETAIL
MARK
FLOW
SCHEDULE 40 STEEL PIPE SLEEVE, OR
12 GAUGE CORRUGATED METAL PIPE
SLEEVE. BITUMINOUS COATED
INSIDE AND OUT. SEAL EACH END.
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
5
1500 mm
LENGTH
CONTRACT NO.:
LONG SWEEP ELBOW AT
BEGINNING OF RUN
W9129UM-14-C-0012
SEE PLANS FOR SIZE MAIN
AND ROUTING OF PIPING
J.Y. KIM
RISER LENGTH AS REQUIRED
SUMITTED BY:
FLOAT TYPE
LEVEL SWITCH
1/8 BEND FITTING AND WYE
FITTING OR COMBINATION
1/8 BEND & WYE FITTING
SOLICITATION NO.:
TO CONTROL PANEL
DIELECTRIC UNION (TYP.)
40 mm HARD DRAWN COPPER
PIPE ROUTED AROUND
PERIMETER OF PIT. ALLOW
FOR GRATE REMOVAL.
CONCRETE
THRUST BLOCK
45°
ELEVATOR FLOOR
FOR SUMP PIT
RE: STRUCTURAL DRAWINGS
FINISHED FLOOR
CAST IRON GRATE AND FRAME,
RE: STRUCTURAL
DATE:
C
HUB AT FLOOR
29 APRIL.'16
FINISHED FLOOR
ROUTE TO FLOOR
SINK
DESIGN BY:
MOP SINK
FINISHED
FLOOR
-
CHECK VALVE
50 DRAIN LINE
DWN BY:
BALL VALVE (TYP.)
PROVIDE TIE
RODS
AND CLAMPS
100 TEE
M.
CLEWORTH
COPPER STRAP WITH ANCHOR
BOLTS (TYP.)
1525 mm
100 DRAIN THROUGH WALL
WITH LAMB'S TONGUE AT WALL
915 mm A.F.F.
B. HEFLIN
PROVIDE AIR
GAP FITTING AT
DISCHARGE
WHERE CLEANOUT TEE IS
CONCEALED IN A CHASE OR
PARTITION, PROVIDE COVER
AS SPECIFIED
40 mm PUMPED DRAIN LINE
UP TO ABOVE CEILING
DRAIN LINE
AIR GAP FITTING
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
40 mm PUMPED DRAIN
LINE FROM ELEVATOR
SUMP PUMP
COLUMN OR PARTITION
AS SHOWN ON FLOOR
PLAN
WATERPROOF
PIPING SLEEVE
THROUGH FLOOR RE:
3/M-501
PROVIDE PIPE
STANDS AS
REQUIRED
(2 MINIMUM)
DESCRIPTION
PIPE MAY EXTEND AS WASTE OR
VENT
APPR. MARK
D
DATE
PRESSURE
REDUCING
VALVE
SHEET
IDENTIFICATION
NUMBER
P-501
Sheet 508
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
3
4
BYPASS
40 A (850) TO ART-4 IN
WASH UTILITY BUILDING
OIL VAPOR FILTER
OIL FILTER
WITH DRAIN
AIR MAIN
CHARGING VALVE
FAR EAST DISTRICT
TO AIRCRAFT WASH
EQUIPMENT IN AREA F
DATE
D
P
ART-1
SAFETY RELIEF
VALVE
DESCRIPTION
SAFETY RELIEF
VALVE
P
ART-2
D
D
D
20 45° ELBOW
FULL SIZE
BYPASS
D
COMPRESSOR AC-2
WITH INTEGRAL
DRYER
US ARMY CORPS
OF ENGINEERS
50 A (850)
50 A (850)
100 A
100 A
50A
D
100 A
50A
COMPRESSOR AC-1
WITH INTEGRAL
DRYER
100 A @ 620 KPA
TO BUILDING
SYSTEM
PRESSURE REGULATOR
SET AT 620 KPA
BYPASS
PRESSURE SENSORS
REFER TO DETAIL
1/M-809
D
COMPRESSED AIR MAIN
FILTER WITH DRAIN
100 A
100 A
FLEXIBLE CONNECTION WITH
CORRUGATED METAL CORE
AND WIRE BRAID COVER
5
APPR.
2
100 A
1
ROUTE TO NEAREST
FLOOR DRAIN
20 BALL VALVE
FLOOR
DRAIN
DRAIN PIPING TO BE ROUTED
ABOVE FLOOR. SHOWN BELOW
FLOOR FOR CLARITY.
D
FLOOR SINK
HOSE BIBB HB-1
305 DIRT LEG
600
20 x 12.7
CONCENTRIC
REDUCER
20 mm DOMESTIC WATER
DRAIN VALVE. RE:
3/P-502 FOR DETAIL
16mm DIRT LEG
A
4
PEDESTAL DETAIL
NTS
ⵤḴ ⵏ㾜 ㇵ㉬⓸
2
QUICK COUPLER
CONNECTOR SIZE PER
SPEC. @ 1220 AFF. SEE
ABOVE FOR PLAN VIEW
DESCRIPTION
TYPE 3:
FILE NUMBER:
CONTRACT NO.:
PLOT SCALE:
AS SHOWN
SIZE:
ANSI D
FILE NAME:
JACOBS GOVERNMENT SERVICES COMPANY
ENGINEERS
ARCHITECTS
J.Y. KIM
SUMITTED BY:
STANDARD 20 MM CA DROP
STANDARD 20 MM CA DROP FOR NON-LUBRICATED
AIR AND EQUIPMENT
SPARE DROP
OPTIONAL HARD PIPE TO
PNEUMATIC EQUIPEMENT
AS REQUIRED
NOTE: CONTRACTOR TO CONSULT OWNER'S
REGULATOR/GAUGE
REPRESENTATIVE INCLUDING HANGAR USER
ELEVATION
TECHNICAL PERSONNEL AND RECEIVE WRITTEN
AND APPROVED LIST DEFINING TYPE OF OUTLET
TO BE USED AT EACH LOCATION.
COMPRESSED AIR OUTLET DETAIL
1:1
PLOT DATE:
28 APRIL. '16
MARK
TYPE 1:
TYPE 2:
ST
㚉㻉ḩὤ 㡔㻐Ạ ㇵ㉬⓸
AT
E OF T E X
AS
BRODIE B B HEFLIN
PR
106046
ㇵ㉬⓸
16mm BALL VALVE
DRAIN-NC
TYPE 2
AIR FILTER
AMKOR / SAC - A JOINT VENTURE
BALL VALVE
TYP. PIPE SUPPORT TO
WALL OR STRUCTURE
ELEVATION
AIR LUBRICATOR
20 AIR DROP
25mm COMPRESSED AIR LINE
DRAIN VALVE. RE:
3/P-502 FOR DETAIL
DETAILS
REGULATOR/GAUGE
OPTIONAL HARD PIPE TO
PNEUMATIC EQUIPEMENT
ELEVATION AS REQUIRED
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
DRAIN VALVE. RE:
3/P-502 FOR DETAIL
PLAN
SEOUL, KOREA
20 x 12.7 MM
CONCENTRIC
REDUCER
19.1 x 12.7 MM
CONCENTRIC
REDUCER
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
305 MM DIRT LEG
B. HEFLIN
305 MM DIRT LEG
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
B
COMPRESSED AIR
QUICK CONNECTS
20 MM PIPE CAP @ 1220 MM AFF
NE
COMPRESSED AIR
HOSE REEL
WALL
P. BAKER
TYP. PIPE SUPPORT TO
WALL OR STRUCTURE
TYP. PIPE SUPPORT TO
WALL OR STRUCTURE
CKD BY:
AIR FILTER
TYPE 3
BALL VALVE
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
BALL VALVE
20 MM AIR DROP
W9129UM-14-C-0012
DATE:
20 MM AIR DROP
QUICK COUPLER
CONNECTOR SIZE PER
SPEC. @ 1220 MM AFF
DESIGN BY:
TYPE 1
SOLICITATION NO.:
㜄㛨 䂘䘸⤼㈘ ㇵ㉬⓸
-
NTS
DWN BY:
1
29 APRIL.'16
㚉㻉ḩὤ ☐⤼㢬 ㇵ㉬⓸
AIR COMPRESSOR DETAIL
M.
CLEWORTH
COMPRESSED AIR DRAIN DETAIL
NTS
D
WASH UTILITY BUILDING
(AREA F)
NOTES:
1.
PROVIDE RECEIVER TANK MOUNTED PRESSURE RELIEF VALVE AND PRESSURE GAGE.
2.
PROVIDE CONTROL PANEL WITH ALTERNATING RELAY WHICH AUTOMATICALLY SELECTS AND STARTS
COMPRESSORS FOR OPTIMUM ENERGY EFFICIENCY.
3.
PIPE SLOPE TO BE TOWARD DRAINS, COLLECTORS AND DIRT LEGS.
4.
UNLESS OTHERWISE NOTED ALL SAFETY RELIEF VALVES TO BE SET AT 965 KPA.
5.
PROVIDE SCHEDULED RECEIVER TANK (ART-2) IN WASH UTILITY BUILDING, WITH BYPASS AND ELECTRONIC
DRAINS.
6.
REFER TO MECHANICAL FOR SYSTEM CONTROL REQUIREMENTS.
AUTOMATIC MOISTURE
REMOVAL TRAP WITH
BOWL GUARD, PIPE TO NEAREST
HUB DRAIN (HD-1) OR FLOOR
DRAIN (FD-1).
3
CONDENSATE
MANIFOLD
ROUTE TO NEAREST FLOOR DRAIN (TYPICAL 2)
20 NIPPLE
C
D
D
D
D
D
PRESSURE
GAUGE (TYP)
DATE
ROUTE TO NEAREST
FLOOR DRAIN
ELECTRONIC
DRAIN
(TYP.)
APPR. MARK
FINISHED FLOOR
SHEET
IDENTIFICATION
NUMBER
P-502
Sheet 509
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
1
2
3
4
5
US ARMY CORPS
OF ENGINEERS
FAR EAST DISTRICT
SIDE ELEVATION
EPDM TEXTURED WALKWAY PAD.
CHECK VALVE
FRONT ELEVATION
DIAL
THERMOMETER
(TYPICAL)
FINISHED FLOOR
NTS
EXPANSION TANK
FINISHED FLOOR
FINISHED FLOOR
OPEN SITE
CONNECTION
AT FLOOR DRAIN
HST-1
DRAIN
VALVE
15mm REINFORCED
CONCRETE
HOUSEKEEPING PAD
DIRECT VENT AND SEALED
COMBUSTION DETAIL
PROVIDE SEISMIC BRACING PER LOCAL REQUIREMENTS AND MANUFACTURER
RECOMMENDATION.
A
NTS
㝜㍌ὤ ⵤḴ ㇵ㉬⓸
3
TYPICAL EQUIPMENT GAS CONNECTION
PLOT DATE:
28 APRIL. '16
FILE NUMBER:
PLOT SCALE:
AS SHOWN
SIZE:
ANSI D
FILE NAME:
ENGINEERS
JACOBS GOVERNMENT SERVICES COMPANY
CONTRACT NO.:
W9129UM-14-C-0012
SOLICITATION NO.:
NTS
ST
AT
E OF T E X
AS
BRODIE B B HEFLIN
PR
106046
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
WATER HEATER PIPING DETAIL
NE
4
ARCHITECTS
GAS SUPPLY MAIN - PROVIDE
PIPE SUPPORTS PER SPECIFICATIONS
OR 2400 mm ON CENTER MINIMUM
(CONTRACTOR TO USE MORE
STRINGENT OF THE TWO) AND AT
EACH ELBOW AND TEE
ㇵ㉬⓸
G
AMKOR / SAC - A JOINT VENTURE
G
IF BRANCH FROM MAIN TO
EQUIPMENT EXCEEDS 1200 mm,
INSTALL ADDITIONAL PIPE
SUPPORT
DIELECTRIC UNION
(TYPICAL)
DETAILS
PLUG COCK, FULL LINE SIZE
150 mm DIRT LEG,
FULL LINE SIZE.
PROVIDE 75 mm
MINIMUM
CLEARANCE TO
REMOVE CAP
SEOUL, KOREA
LOW PROFILE SIDEWALL VENT KIT
(BY MANUFACTURER)
J.Y. KIM
REDUCER
SUMITTED BY:
UNION
P. BAKER
PROVIDE PRESSURE REGULATOR,
PLUG COCK AND UNION ON GAS
SUPPLIES GREATER THAN 5 kPa
CKD BY:
STEEL PIPE TO EQUIPMENT
DWN BY:
6mm PRESSURE TEST PORT
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
D
GAS-FIRED EQUIPMENT
-
DATE:
EXHAUST VENT (AIR
INTAKE BEHIND)
15 mm DIRT
LEG
REFER TO 3/P-503
FOR GAS APPLIANCE
CONNECTION DETAIL
MARK
㣄┍ 㝜⓸㦤㤼 ⴭ㐥 ⷜ⽀ ㇵ㉬⓸
TR
HW
THERMOSTATIC MIXING VALVE DETAIL (TMV-1&2)
TO BUILDING DHW &
TEPID WATER MIXING
VALVES. RE: 1/P-503
FOR DETAIL.
PLUG COCK
B
NOTE: PIPING TO THERMOSTATIC MIXING
VALVE SHALL BE PER MANUFACTURER'S
REQUIREMENTS.
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
G
TEMPERATURE AND
PRESSURE RELIEF VALVE
WITH FULL SIZE
DISCHARGE
HWR
㫴⻉ ⵤḴ 㫴㫴 㐐㏘䊐
THERMOMETER
HIGH EFFICIENCY
GAS-FIRED WH-1
REFER TO SHEET P-601 FOR
WATER HEATER SCHEDULE
1
THERMOSTATIC
RETURN LIMITER
29 APRIL.'16
NTS
CW
2
T
HWR/TR
C
ROOF PIPE SUPPORT SYSTEM
APPR.
AQUASTAT TO CONTROL CIRCULATION
PUMP OPERATION
1371.6 MM
ROOF SYSTEM
DATE
POLYMER BASE
50 mm DIAL PRESSURE GAGE
6 mm SHUT-OFF COCK
REDUCING TEE
DESIGN BY:
PIPING RE: MECHANICAL
AND
PLUMBING DRAWINGS
THERMOSTATIC MIXING
VALVE - SECURE VALVE
TO WALL
TEMPERED/TEPID WATER CIRCULATION PUMP SECURE PUMP TO WALL OR SUPPORT FROM ROOF
STRUCTURE - REFER TO SHEET P-601 FOR PUMP
SCHEDULE
B. HEFLIN
CONDUIT OR SPEED CLAMP
STRAINER
DIELECTRIC UNION (TYPICAL)
M.
CLEWORTH
GALVANIZED UNISTRUT
(INTEGRATED WITH BASE BY
SUPPORT MANUFACTURER)
BALL VALVE (TYPICAL)
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
BOLT, NUT AND WASHER
CHECK VALVE
(TYPICAL)
DESCRIPTION
TMV CONTROLLER
DHW
TEMPERED/TEPID SUPPLY
EPDM TEXTURED WALKWAY PAD.
ROOF SYSTEM
DATE
TEMPERED/TEPID WATER RETURN
TO STORAGE TANK (WST-1)
APPR. MARK
COLD WATER SUPPLY
HOT WATER SUPPLY (65°C)
FROM STORAGE TANK
DESCRIPTION
POLYMER BASE
HWR/TR
HWR/TR
D
GALVANIZED
UNISTRUT
TEMPERED/TEPID WATER
RETURN LINE
TEMPERED/TEPID WATER
SUPPLY (49°C / 29°C)
CW
CONDUIT OR
SPEED CLAMP
SHEET
IDENTIFICATION
NUMBER
P-503
Sheet 510
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
2
3
4
5
ISOLATION VALVE
TEPID WATER RETURN WITH
BALANCING VALVE, CHECK
VALVE, AND ISOLATION VALVE
FLOW
SWITCH
FAR EAST DISTRICT
30°C TEPID WATER SUPPLY
TO
EMERGENCY
EYEWASH/ SHOWER
BALL VALVE
DOMESTIC COLD WATER
SUPPLY LINE OR GREY WATER
SUPPLY LINE. REFER TO
DRAWINGS FOR SUPPLY TYPE.
STROBE
DATE
D
US ARMY CORPS
OF ENGINEERS
APPR.
1
TO POWER
SOURCE
PROVIDE VACUUM BREAKER TYPE TRAP
PRIMER, SAME MANUFACTURER AS FLUSH VALVE
TRAP PRIMER
PROVIDE DISTRIBUTION
UNIT
FOR MULTIPLE FLOOR
DRAINS
WHERE REQUIRED
PUSH
HANDLE
APPR. MARK
FLOOR
DRAIN
AND P-TRAP
DATE
EMERGENCY EYEWASH
(EEWS-1)
2745 mm
PROVIDE PROTECTIVE
SLEEVE
AT FLOOR PENETRATION
FLOOR DRAIN
AND P-TRAP
SILENCE
SWITCH
2285 mm
FINISHED FLOOR
32 TEPID (30°C) WATER SUPPLY
TO EMERGENCY EYEWASH AND
SHOWER (ESE-1, 2)
1070 mm
PROVIDE PROTECTIVE SLEEVE
AT FLOOR PENETRATION
DESCRIPTION
HORN
NTS
TP-4 䏬⣝ ⸨㻝㍌ ㇵ㉬⓸
4
TP-2 TRAP PRIMER DETAIL
NTS
TP-2 䏬⣝ ⸨㻝㍌ ㇵ㉬⓸
MARK
EMERGENCY EYEWASH WITH DRAIN (EEW-1)
2
EMERGENCY EYEWASH DETAIL
NTS
ὨἽ ⌼ ㉬㷍ὤ ㇵ㉬⓸
ST
AT
E OF T E X
PLOT DATE:
28 APRIL. '16
FILE NUMBER:
PLOT SCALE:
AS SHOWN
SIZE:
ANSI D
FILE NAME:
ENGINEERS
JACOBS GOVERNMENT SERVICES COMPANY
CONTRACT NO.:
AS
BRODIE B B HEFLIN
PR
106046
ㇵ㉬⓸
TP-4 TRAP PRIMER DETAIL
FINISHED FLOOR
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
A
50 mm WASTE
15 mm TRAP PRIMER LINE ROUTED
BELOW FLOOR TO FLOOR DRAIN
(NO JOINTS BELOW FLOOR) WRAP
WITH POLYETHYLENE PLASTIC
WRAP TO ELIMINATE CONTACT
WITH SOIL.
15 mm TRAP PRIMER LINE
ROUTED BELOW FLOOR
TO FLOOR DRAIN (NO
JOINTS BELOW FLOOR)
6
FLOOR SINK
AND P-TRAP
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
FINISHED FLOOR
NE
FLOOR DRAIN/FLOOR
SINK
AND P-TRAP
ARCHITECTS
PROVIDE PROTECTIVE SLEEVE AT FLOOR PENETRATION
1070 mm
EMERGENCY EYEWASH
(EEW-1)
PUSH
HANDLE
AMKOR / SAC - A JOINT VENTURE
PROVIDE TAIL PIECE TYPE
TRAP PRIMER (TP-2)
PROVIDE PROTECTIVE SLEEVE
AT FLOOR PENETRATION
DETAILS
SOLENOID VALVE
20 mm MANIFOLD WITH 15 MM TRAP
PRIMER OUTLETS. PROVIDE
NUMBER OF OUTLETS INDICATED
ON PLUMBING FLOOR PLAN
SEOUL, KOREA
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
UNION
J.Y. KIM
30°C TEPID WATER TO
EMERGENCY
EYEWASH
BALL VALVE
WALL MOUNTED
STEEL CABINET
P. BAKER
ATMOSPHERIC
VACUUM BREAKER
B
CEILING
DOMESTIC COLD WATER
SUPPLY LINE
CKD BY:
ELECTRONIC CONTROLLER
WITH PRE-SET 24 HOUR
CLOCK AND MANUAL
OVERRIDE SWITCH
DATE:
TEPID WATER RETURN WITH
BALANCING VALVE, CHECK
VALVE, AND ISOLATION VALVE
SUMITTED BY:
ELECTRONIC TRAP
PRIMER (TP)
W9129UM-14-C-0012
ὨἽ ⌼ ㉬㷍 ㈘㠀ὤ ㇵ㉬⓸
SOLICITATION NO.:
NTS
-
TP-1 䏬⣝ ⸨㻝㍌ ㇵ㉬⓸
EMERGENCY EYEWASH AND SHOWER DETAIL
DWN BY:
NTS
1
M.
CLEWORTH
TP-3 .䏬⥍ ⸨㻝㍌ ㇵ㉬⓸
TP-1 TRAP PRIMER DETAIL
DESIGN BY:
NTS
3
EMERGENCY EYEWASH AND SHOWER (ESE-1, 2)
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
TP-3 TRAP PRIMER DETAIL
FINISHED FLOOR
B. HEFLIN
5
15mm TRAP PRIMER LINE
ROUTED
BELOW FLOOR TO FLOOR
DRAIN
(NO JOINTS BELOW FLOOR)
29 APRIL.'16
15 MM TRAP PRIMER LINE
ROUTED BELOW FLOOR TO FLOOR
DRAIN
(NO JOINTS BELOW FLOOR)
DESCRIPTION
C
SHEET
IDENTIFICATION
NUMBER
P-504
Sheet 511
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
3
4
5
US ARMY CORPS
OF ENGINEERS
HOT OR COLD WATER SUPPLY
61-113
LAVATORY
1.5
1.5
E
40
114-154
MOP BASIN
2.25
2.25
F
50
155-330
WATER COOLER
.25
--
SHOWER
3
3
50.8 MM PLUS X
X
BLOW THRU
25.4 MM MINIMUM
2X
APPR.
CLEANOUT PLUG
㢅㻉㍌ ⵤ㍌Ạ ㇵ㉬⓸
WATER HAMMER ARRESTOR DETAIL
NTS
NOTE:
PROVIDE STAINLESS STEEL BRAIDED FLEX HOSES FOR HOT
AND COLD WATER WASHING MACHINE CONNECTIONS TO HOSE
BIBBS.
1
㍌ᷝ ⵝ㫴ὤ ㇵ㉬⓸
DESCRIPTION
WALL CLEANOUT
FINISHED FLOOR
PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED
EQUAL WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE #1010 AND ANSI #A112.26.1M
CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL INLINE WITH
WATER FLOW DIRECTION IF POSSIBLE. SIZE UNITS PER TABLES ABOVE.
3
APPR. MARK
32
DATE
D
SANITARY TEE
305 x 305 mm ACCESS PANEL
DESCRIPTION
1.5
80 MM WASTE
MARK
1.5
WASHER BOX DETAIL
NTS
Ἵ㍌ ⵉ㏘ ㇵ㉬⓸
PIPE SUPPORT
PER SPECIFICATION
HEATERS MUST NOT BE HUNG TIGHT TO THE
STRUCTURE. ALLOW ENOUGH HANGER LENGTH
TO ACCOMMODATE HEATER EXPANSION AND
CONTRACTION THROUGH HEATING AND COOLING
CYCLES.
SIDE VIEW
A
6
STEEL
SUPPORT
INSTALL NON-FREEZE
BOX-TYPE WALL HYDRANT
(NFH-1) 760mm AFF
PIPE SUPPORTS
ROLLERS
PER SPECIFICATIONS
⸩㇠ ᴴ㜨 ⶸ∼ ᴴ㏘ 䀘≙㊌
SPECIFIED DIMENSION TO
VALVE HOUSING
DETERMINED BY WALL
THICKNESS
NOTE:
1.
COORDINATED WITH STRUCTURAL BUILDING CONTRACTOR
FOR ATTACHING PIPE SUPPORT TO COLUMN.
2.
REFER TO PLANS FOR FINAL PIPE QUANTITY AND SIZING.
END VIEW
4
HANGAR PIPE HANGER DETAIL
NTS
B. HEFLIN
UNION ELBOW SWEAT
CONNECTION
STAINLESS STEEL FLEXIBLE GAS CONNECTOR
GAS CONNECTION TO RADIANT HEATING BURNER
NTS
ISOLATION VALVE AT 1500
mm AFF.
ELEVATION
PER PLAN
MAINTAIN ALL REQUIRED CLEARANCES TO
COMBUSTIBLES AS SHOWN ON HEATER DATA LABEL.
MANUFACTURER'S INSTRUCTIONS ARE TO TAKE
PRECEDENCE WHEREVER ANY DISCREPANCY BETWEEN
THOSE INSTRUCTIONS AND THIS SPECIFICATION MAY
OCCUR.
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
ELEVATION
PER PLAN
HORIZONTAL
HEATER
MOVEMENT
PROVIDE SHIELDING
PER INSULATION
SPECIFICATION
䑀㢨䘸 䚽ᶤ ㇵ㉬⓸
2
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
45°
PROVIDE "A" RATED WATER
HAMMER (WHA-A)ARRESTOR
IN SUPPLY PIPING. REFER TO
3/P-505 FOR DETAIL.
EXTERIOR WALL
RE: ARCHITECTURAL
DRAWINGS FOR WALL
TYPE
WALL HYDRANT DETAIL
NTS
㝙⇨ ㋀䞈㤸 ㇵ㉬⓸
ST
AT
E OF T E X
AS
BRODIE B B HEFLIN
PR
106046
O
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
ER
DRIP LEG/
SEDIMENT TRAP
B
DESIGN BY:
DIAGONAL BRACE
REGULATOR
NE
BALL VALVE
CKD BY:
SHUT-OFF VALVE MUST BE PARALLEL TO
BURNER GAS INLET. A 50 mm MAXIMUM
DISPLACEMENT IS SHOWN FOR COLD
CONDITIONS. THIS DISPLACEMENT MAY
DECREASE WHEN THE SYSTEM IS FIRED.
P. BAKER
DATE:
STRUCTURAL
BEAM
PLOT DATE:
28 APRIL. '16
COUNTER SINK
AS SHOWN
33-60
PLOT SCALE:
25
ANSI D
--
SIZE:
5
JACOBS GOVERNMENT SERVICES COMPANY
URINAL
50 mm STANDING WASTE
AMKOR / SAC - A JOINT VENTURE
DRAW THRU
CONDENSATE DRAIN DETAIL
NTS
12-32
B
WHERE X = STATIC PRESSURE (AHU TOTASTATIC PRESSURE) IN DRAIN PAN
5
C
--
DETAILS
A
20
10
SEOUL, KOREA
UNIT TYPE
B
FLUSH VALVE WATER CLOSET
ㇵ㉬⓸
PIPE SUPPORT: SPLIT PIPE CLAMP, 9.5 MM THREADED ROD
1-11
HOT
FILE NUMBER:
DRAIN RECEPTOR
15
COLD
FILE NAME:
180 DEGREE BEND
A
FIXTURE
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
FINISHED GRADE
FIXTURE UNIT TABULATION
29 APRIL.'16
50.8 MM AIR GAP
FIXTURE
UNIT LOAD
ENGINEERS
B
PIPE
SIZE
ARCHITECTS
A
PDI
SIZE
CW HOSE BIBB
HW HOSE BIBB
CONTRACT NO.:
PIPE SUPPORT
MULTIPLE FIXTURES
W9129UM-14-C-0012
SINGLE FIXTURE
J.Y. KIM
DRIP PAN
20 mm CW SUPPLY
915 mm
TO SUIT CONDITIONS
C
DATE
20 mm HW SUPPLY
SUMITTED BY:
OPEN VENT
50 mm VENT
SOLICITATION NO.:
CLEAN-OUT PLUG (TYP)
RECESSED
UTILITY
WALL BOX
-
PDI SIZE "A"
IPS COPPER ADAPTER
D
INSTALL PER PDI
STANDARDS AND
MANUFACTURER'S
INSTRUCTIONS
FAR EAST DISTRICT
IF HORIZONTAL BRANCH IS LESS THAN 6095 mm LONG,
PROVIDE ONE WATER HAMMER ARRESTOR BEFORE THE
LAST FIXTURE
IF BRANCH IS GREATER THAN 6095 mm LONG,
PROVIDE ANOTHER WATER HAMMER ARRESTOR
IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE
UNITS.
DWN BY:
2
M.
CLEWORTH
1
SHEET
IDENTIFICATION
NUMBER
P-505
Sheet 512
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
1
2
3
4
5
GENERAL NOTES - SEISMIC
SUPPORT STRUCTURE
A
REFER TO MECHANICAL FOR EQUIPMENT SEISMIC
BRACING.
US ARMY CORPS
OF ENGINEERS
SUPPORT STRUCTURE
THREADED
ROD
(TYPICAL)
SEISMIC CABLE
BRACE (SCB)
ANCHORAGE
SEISMIC ROD
CLAMP IF REQUIRED
1
2. PROVIDE UPPER ATTACHMENTS,
SUPPORTS, AND SUPPORT SPACING
PER SPECIFICATIONS.
CLEVIS HANGER
1
THREADED ROD
3. MAINTAIN HANGER LENGTH OF LESS
THAN 12" WHERE POSSIBLE.
ROD STIFFENER ANGLE
IF REQUIRED
SCBH ONLY SHOWN IN
TRANSVERSE DIRECTION FOR
CLARITY. ADDITIONAL
SCBHs ARE REQUIRED AS
SHOWN IN PLAN VIEW BELOW.
SUPPORT STRUCTURE
DESCRIPTION
PROVIDE UPPER ATTACHMENTS
SUITABLE FOR USE WITH
SUPPORT STRUCTURE (TYPICAL)
APPR. MARK
NOTE:
1. SECURE BOLTED CONNECTIONS TO
STRUCTURE FOR PIPING OVERHEAD
USING LOCK WASHERS AND DOUBLE
NUTS.
MAX 300mm
DATE
ROD COUPLING
PIPE CLAMP OR U-BOLT
DATE
D
APPR.
FAR EAST DISTRICT
AIRCRAFT CABLE
SEISMIC CABLE BRACE
HOOK (SCBH)
OR SCB AT TRANSVERSE
LOCATION WHEN REQUIRED
CLIP ANGLE
A
1. SEE SMACNA SEISMIC RESTRAINT MANUAL CHAPTER 3 FOR GENERAL REQUIREMENTS
2. SEE SMACNA SEISMIC RESTRAINT MANUAL TABLE 8.1 FOR CONNECTION TYPE TO STRUCTURAL SUPPORTING MEMBERS
3. PLACE STANDARD FLAT WASHERS BETWEEN SHEET METAL ANGLES AND NUT.
4. REFER TO TI 809-04, CHAPTER 10 FOR FURTHER REQUIREMENTS
4
SEISMIC DETAILS FOR SWAY BRACING
NTS
ST
AT
E OF T E X
PLOT DATE:
28 APRIL. '16
FILE NUMBER:
CONTRACT NO.:
PLOT SCALE:
AS SHOWN
SIZE:
ANSI D
FILE NAME:
JACOBS GOVERNMENT SERVICES COMPANY
ENGINEERS
ARCHITECTS
106046
ㇵ㉬⓸
AS
BRODIE B B HEFLIN
R
ED
FE EG I
ST ER
I
SS
I ON A L E N G
O
NTS
VERTICAL
MEMBER
OF TRUSS
PR
3
2 BOLTS
IN EACH
CONNECTION
45
METAL WALL SUPPORT
TYPICAL WALL PIPE SUPPORT DETAIL
AMKOR / SAC - A JOINT VENTURE
45
45
ANGLE OR
EQUAL
㥐3㉬␴MI㛸㷨䝬⸩䚝㐐㉘
ANCHOR BOLT
ANCHOR BOLTS
NOTE:
MASONRY ANCHOR SHALL BE EPOXY ADHESIVE TYPE WITH A
MINIMUM CAPACITY OF 670 N AND SHEAR CAPACITY OF 1340 N.
SUBMIT MANUFACTURER'S DATA FOR APPROVAL.
J.Y. KIM
45
ER
OFFSET PIPE
CLAMP
PIPE
OR‘
NE
SELF-TAPPING
SHEET METAL
SCREW
45
SUMITTED BY:
CKD BY:
45
GIRT
45
DETAILS
45
USE HANGER
IF NOT OVER
24"
PIPE
OR‘
SEOUL, KOREA
METAL
LINER
PANEL
U. S. ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
45
CY16 ROKFC IN-KIND, PN A05R507
3RD MI HANGAR COMPLEX,
USAG HUMPHREYS, KOREA
B. HEFLIN
DESIGN BY:
PIPE
OR‘
B
W9129UM-14-C-0012
P. BAKER
45
45
45
DWN BY:
STIFFENING ROD
-
NTS
DATE:
NTS
SEISMIC DETAILS FOR TRAPEZE SUPPORTED PIPE
2
M.
CLEAWORTH
TYPICAL PIPE SUPPORT DETAILS
SOLICITATION NO.:
NOTE: A ROD STIFFENER ANGLE MAY BE REQUIRED AS SHOWN. FOR ADDITIONAL INFORMATION.
BRACE ANGLE RATIO MAY BE INCREASED TO 2(VERT.) : 1(HORIZ.).
ANGLE SUPPORT
1
MARK
PROVIDE NUTS AND
WASHERS ON BOTH
SIDES OF ANGLE
(TYPICAL)
29 APRIL.'16
MAX 300mm
C
PROVIDE UPPER
ATTACHMENTS SUITABLE
FOR
USE WITH SUPPORT
STRUCTURE (TYPICAL)
DESCRIPTION
TRAPEZE SUPPORT
SHEET
IDENTIFICATION
NUMBER
P-506
Sheet 513
of
721
ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED AMK#1264-FINAL (100%)
&$55,(53,3(
.
86$50<&2536
2)(1*,1((56
0$67,&(1'6($/
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+,*+7(03(5$785(0$67,&
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0$18)$&785(5 6'$7$6+((76
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7267((/$1&+25
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+($76+5,1.7$3(
726($/5,1*72
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$335
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2876,'()$&(
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3(56(&7,21
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)8//
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$118/$55,1*
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'8&77$3(
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176
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$35,/ :80&
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