ATTACHMENT 2-DRAWINGS VOLUME 2 PLUMBING.pdf
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PREVENTER
*RPBP...REDUCED PRESSURE BACKFLOW
NATURAL GAS, MEDIUM PRESSURE (50 PSIG)MG
NO..............................................NUMBER
NON-POTABLE WATER (MAKE-UP)NPW
URINAL
SERVICE SINK/BASIN
WATER CLOSET
LAVATORY
DESCRIPTION
ASME RELIEF VALVE
PRESSURE AND
REDUCER, CONCENTRIC
REDUCER, ECCENTRIC
TEMPERATURE RELIEF
SYMBOL
SINK
FLOOR DRAIN
DRINKING FOUNTAIN
SHOWER HEAD
CLEANOUT, WALL
STRAINER, "Y" TYPE
DOUBLE CHECK VALVE BACKFLOW
PREVENTION DEVICE
WATER HAMMER ARRESTOR
HOSE BIBB
PIPE ANCHOR
PIPE SLEEVE THRU
CO
HB
PIPE SLOPE IN
THERMOMETER
FLOW IN DIRECTION OF ARROW
DIRECTION OF ARROW
UNION
THERMOMETER WELL
LUBRICATED PLUG VALVE
COCK (C=COMPOUND GAUGE)
PRESSURE GAUGE WITH GAUGE
1T
TW
C
PI
WALL, FOOTING ETC
CO CLEANOUT, FLOOR
DESCRIPTIONSYMBOL
V
SS
DOMESTIC COLD WATER
DOMESTIC HOT WATER RETURN
DOMESTIC HOT WATER
SOIL OR WASTE - ABOVE FLOOR
D
G
DRAIN
NATURAL GAS, LOW PRESSURE (0.5 PSI)
FP
CD
FIRE PROTECTION MAIN
CONDENSATE DRAIN
SOIL OR WASTE VENT
CAP
BLIND FLANGE
RELIEF VALVE
COMPRESSED AIR
PIPE ROUTED TO FLOOR DRAIN
RISER DOWN (ELBOW)
RISER UP (ELBOW)
TEE DOWN
RISE OR DROP
BOTTOM CONNECTION
GATE VALVE OR ISOLATION VALVE
FOR GPM SHOWN IN ().
SIDE CONNECTION
ANGLE VALVE
TOP CONNECTION
TEE UP
CHECK VALVE (STRAIGHT)
BALL VALVE
GLOBE VALVE
PRESSURE REDUCING VALVE
U
V
VOL............................................VOLUME
*V....................................................VENT
W
X
Y
XFMR...............................TRANSFORMER
VTR............................VENT THRU ROOF
W....................................................WATT
W/...................................................WITH
W/O..........................................WITHOUT
R
M
*MA......................................MEDICAL AIR
MAINT................................MAINTENANCE
MATL.......................................MATERIAL
S
N
O
MAX..........................................MAXIMUM
MBH.............THOUSAND BTU PER HOUR
N..................................................NORTH
NA...............................NOT APPLICABLE
*NCS.............NATIONAL CAD STANDARDS
NEG..........................................NEGATIVE
NIC............................NOT IN CONTRACT
NOM...........................................NOMINAL
OC........................................ON CENTER
*s.................................................SECOND
S..................................................SOUTH
SCHED....................................SCHEDULE
REF.......................................REFERENCE
REQD.......................................REQUIRED
REV.............................REVISE, REVISION
RFI.............REQUEST FOR INFORMATION
RPM..............REVOLUTIONS PER MINUTE
RD.......................................ROOF DRAIN
T
P
Q
OD............................OUTSIDE DIAMETER
PCT..........................................PERCENT
PH................................................PHASE
PKG..........................................PACKAGE
PLBG.......................................PLUMBING
QA.........................QUALITY ASSURANCE
T&P.......TEMPERATURE AND PRESSURE
TECH.....................................TECHINICAL
TFA.............................TO FLOOR ABOVE
SF........................SQUARE FEET (FOOT)
SPEC................................SPECIFICATION
SCHEM..................................SCHEMATIC
SECT..........................................SECTION
G
H
D
DIA...........................................DIAMETER
DF...........................DRINKING FOUNTAIN
DEMO....................................DEMOLITION
D...................................................DRAIN
I
E
ELEC.........................................ELECTRIC
ETC............ET CETRA (AND SO FORTH)
EST..........................................ESTIMATE
EQUIV...................................EQUIVALENT
EQUIP....................................EQUIPMENT
EMER....................................EMERGENCY
*ELL...............................................ELBOW
EL...........................................ELEVATION
EA..................................................EACH
DIAG..................DIAGRAM, DIAGRAMATIC
A
B
C
B/B...............................BACK TO BACK
BFF...................BELOW FINISHED FLOOR
AFF..................ABOVE FINISHED FLOOR
*ABV.................................................ABOVE
J
K
L F
FCO............................FLOOR CLEANOUT
CL......................................CENTER LINE
CAP.........................................CAPACITY
*CFH....................CUBIC FEET PER HOUR
CI...........................................CAST IRON
L.....................................................LITER
*HR..................................................HOUR
HSKPG............................HOUSEKEEPING
HW.......................................HOT WATER
HWR.......................HOT WATER RETURN
ID.................................INSIDE DIAMETER
*IN.................................................INCHES
IN WC...............INCHES WATER COLUMN
G......................................NATURAL GAS
GA.....................................GAGE, GAUGE
GAL.............................................GALLON
GALV....................................GALVANIZED
GPH..........................GALLON PER HOUR
GPM.......................GALLON PER MINUTE
HB.........................................HOSE BIBB
HORIZ..................................HORIZONTAL
HP.....................................HORSEPOWER
ALT.......................................ALTERNATE
ARCH...........ARCHITECT,ARCHITECTURAL
APPROX............................APPROXIMATE
AUTO.....................................AUTOMATIC
AUX........................................AUXILIARY
AVG..........................................AVERAGE
AGA..........AMERICAN GAS ASSOCIATION
BLDG.........................................BUILDING
BFP....................BACKFLOW PREVENTER
BTU....................BRITISH THERMAL UNIT
BTUH......................................BTU/HOUR
COL............................................COLUMN
CO........................................CLEAN OUT
CLG.............................................CEILING
CW......................................COLD WATER
CORR.......................................CORRIDOR
*CP.................................CHROME PLATED
CTR.............................................CENTER
CORD.....................................CORDINATE
CONN.....................................CONNNECT
*CA...............................COMPRESSED AIR
CONC......................................CONCRETE
CONT..................CONTINUE, CONTINOUS
DWV......................DRAIN, WASTE, VENT
DN..................................................DOWN
DWH..............DOMESTIC WATER HEATER
DEG.............................................DEGREE
DWG..........................................DRAWING
EWC................ELECTRIC WATER COOLER
EXIST.........................................EXISTING
EXT..........................................EXTERIOR
F..........................................FAHRENHEIT
FD......................................FLOOR DRAIN
FDC......FIRE DEPARTMENT CONNECTION
*FF..................................FINISHED FLOOR
FFA........................FROM FLOOR ABOVE
FP...............................FIRE PROTECTION
FM..............................FACTORY MUTUAL
FLR...............................................FLOOR
FLEX..........................................FLEXIBLE
FFB........................FROM FLOOR BELOW
FLA.............................FULL LOAD AMPS
FV.....................................FLUSH VALVE
FURN.....................................FURNISHED
FTG............................................FOOTING
FT.........................................FOOT, FEET
FPM............................FEET PER MINUTE
FPS...........................FEET PER SECOND
FH....................................FIRE HYDRANT
FIG...............................................FIGURE
FIXT............................................FIXTURE
GC......................GENERAL CONTRACTOR
HP.....................................HORSEPOWER
HYD.......................................HYDRAULIC
HYD.........................................HYDRANT
HOSP.......................................HOSPITAL
HT...............................................HEIGHT
Hz.................................................HERTZ
INV EL.......................INVERT ELEVATION
INSUL....................................INSULATION
INFO...................................INFORMATION
JAN CLO...................JANITOR'S CLOSET
*IPC......INTERNATIONAL PLUMBING CODE
IPS.................................IRON PIPE SIZE
ISO.........................................ISOMETRIC
KWH..............................KILOWATT HOUR
KW...........................................KILOWATT
K............................................THOUSAND
LBS............................................POUNDS
LF..........................LINEAR FEET (FOOT)
LKR.............................................LOCKER
LAV.........................................LAVATORY
MFR...............................MANUFACTURER
MFG..............................MANUFACTURING
MEZZ.....................................MEZZANINE
MECH...................................MECHANICAL
MED.............................................MEDIUM
MC................MECHANICAL CONTRACTOR
MTD..........................................MOUNTED
MOD............................................MODIFY
MISC..............................MISCELLANEOUS
MIN............................................MINIMUM
MULT........................................MULTIPLE
*MG....MEDIUM PRESSURE NATURAL GAS
NTS.................................NOT TO SCALE
OPT.........................................OPTIONAL
OPP.........................................OPPOSITE
OZ................................................OUNCE
OUT............................................OUTLET
ORIG.........................................ORIGINAL
PSI.............POUNDS PER SQUARE INCH
PRV...........PRESSURE REDUCING VALVE
PRESS....................................PRESSURE
PRELIM...............................PRELIMINARY
PPM........................PARTS PER MILLION
PSIA....POUNDS PER SQ. IN. ABSOLUTE
PSIG............POUNDS PER SQ. IN. GAGE
PVC.......................POLYVINYL CHLORIDE
PWR.............................................POWER
QTY..........................................QUANTITY
RFP................REQUEST FOR PROPOSAL
RM.................................................ROOM
RPS.............REVOLUTIONS PER SECOND
SQ..............................................SQUARE
STOR........................................STORAGE
STRUCT...............................STRUCTURAL
SYS.............................................SYSTEM
TYP............................................TYPICAL
TSTAT.................................THERMOSTAT
THRU........................................THROUGH
TFB.............................TO FLOOR BELOW
TEMP................................TEMPERATURE
Ø................................ROUND
Ø................................PHASE
Ø..........................DIAMETER
°...............................DEGREE
...................................ANGLE
%............................PERCENT
UNO.............UNLESS NOTED OTHERWISE
UL..........UNDERWRITERS LABORATORIES
WT...............................................WEIGHT
WHA............WATER HAMMER ARRESTOR
WG......................................WATER GAGE
W....................................................WEST
WC.................................WATER COLUMN
WH...............................WATER HYDRANT
WH..................................WATER HEATER
YR..................................................YEAR
YH.................................YARD HYDRANT
WC..................................WATER CLOSET
V....................................................VOLT
TEXT SYMBOLS
CHECK VALVE (SWING GATE)
REDUCED PRESSURE BACKFLOW
PREVENTER W/STRAINER
*CBV..............CIRCUIT BALANCING VALVE
CIRCUIT BALANCING VALVE - SET(1.2)
WALL HYDRANTWH
(APPLIES TO ALL SHEETS)
A. SLOPE SOIL AND WASTE PIPE 4" AND LARGER AT
1/8" PER FT. MINIMUM, SIZE LESS THAN 4" SLOPE
1/4" PER FT. MINIMUM, UNLESS NOTED
OTHERWISE.
B. ALL PIPING SHALL BE COORDINATED WITH CIVIL
UTILITY PIPING, FIRE PROTECTION, DUCTWORK,
MECHANICAL PIPING, LIGHTING, STRUCTURAL AND
ARCHITECTURAL SYSTEMS.
C. PIPE CLEANOUTS SHALL BE LINE SIZE (6" MAX.).
LOCATE 100' APART MAXIMUM FOR SIZES UP
THROUGH 6".
D. PLUMBING VENTS THROUGH ROOF (VTR) SHALL
BE 3" MINIMUM. SMALLER VTR'S INDICATED SHALL
INCREASE TO 3" PIPE, 12" BELOW ROOF. INSTALL
VENT THRU ROOF (VTR) PENETRATIONS PER
ARCHITECTURAL.
E. ACCESS PANELS SHALL BE PROVIDED FOR ALL
WATER HAMMER ARRESTORS LOCATED IN WALLS
TO ACCESS EQUIPMENT. PANEL SHALL BE AS
LARGE AS PRACTICAL FOR THE FUNCTION THEY
ARE INTENDED.
F. PROVIDE TRAP PRIMERS FOR ALL TRAPS
REPLACED ON FLOOR DRAINS. PROVIDE ACCESS
PANEL TO SERVICE TRAP PRIMER.
G. MATERIALS WITHIN RETURN AIR PLENUM SHALL
MEET ALL REQUIREMENTS OF APPLICABLE
CODES. INCLUDING IBC.
H. ALL EXISTING SANITARY WASTE, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE
BASEMENT FLOOR TO BE DEMOLISHED UNLESS
NOTED OTHERWISE.
I. DEMOLITION OF ANY EXISTING CONSTRUCTION
REQUIRED BY PLUMBING CONTRACTOR TO
PROPERLY COMPLETE THEIR WORK SHALL BE
ACCOMPLISHED AS A PART OF THEIR WORK AND
SHALL BE PART OF THE PRIME CONTRACT.
J. ALL RISERS, STACKS, LEADERS, RUNOUTS OR
BRANCHES THROUGH FLOOR LEVELS SHALL BE
SLEEVED AND FIRE CAULKED. SLEEVES SHALL
EXTEND MINIMUM OF 2" ABOVE FLOOR LEVEL.
K. ALL EXISTING SANITARY DRAIN PIPING THAT
REMAINS TO BE ROOTED OUT AFTER
CONSTRUCTION TO REMOVE RUST AND
BLOCKAGES.
L. REMOVE EXISTING CLEAN-OUTS, FLOOR DRAINS,
FIXTURE CONNECTIONS LOCATED ON
ABANDONED PIPING AND COVER OVER WITH
OTHER SURFACES.
M. LOCATE CLEAN-OUTS IN WALLS INSTEAD OF
FLOORS WHERE POSSIBLE.
N. GENERAL CONTRACTOR RESPONSIBLE FOR
FLOOR SLAB SAWCUT, BACKFILL AND PATCH
WHERE APPLICABLE.
A COMPRESSED AIR - ABOVE FLOOR
A
COMPRESSED AIR
OUTLET STATION
ABBREVIATIONS GENERAL NOTES
IE................................INVERT ELEVATION
COMB.................................COMBINATION
NPW.....................NONPOTABLE WATER
SS SOIL OR WASTE - BELOW
FLOOR OR GRADE
A COMPRESSED AIR - BELOW
FLOOR OR GRADE
DSN.....................DOWNSPOUT NOZZLE
ORD.............OVERFLOW ROOF DRAIN
OSD.............OVERFLOW STORM DRAIN
PCO..............................PIPE CLEANOUT
WCO..............................WALL CLEANOUT
WF....................................WATER FILTER
RH...................................ROOF HYDRANT
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:2
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
LEGEND & ABBREVIATIONS
RDR
BAS
RDR 297
P-001
P-001
M
AT
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD102
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
EXISTING UNDERFLOOR
SANITARY SEWER. TYP.
EXISTING STORM
DRAIN PIPING UP
HIGH (TYP)
3 3
8 8
EXISTING SSD
PERIMETER
DRAIN (TYP)
EXISTING SUB-SURFACE
DRAINAGE (TYP)
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:4
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT FLOOR PLUMBING DEMOLITION
PLAN - AREA 1
RDR
BAS
RDR 298
PD101
PD101
KEYPLAN
SCALE: 1/8" = 1'-0"
1 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - AREA 1 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.
3. EXISTING SANITARY SEWER PIPING TO BE ABANDON
BELOW GRADE. FLOOR CLEANOUTS, FLOOR DRAINS,
FIXTURES AND PIPING PENETRATIONS TO BE CAPPED
AND COVER WITH FLOOR SURFACE.
4. EXISTING SUB-SURFACE DRAINAGE TO REMAIN.
5. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
6. EXISTING SUB-SURFACE DRAINAGE TO BE
ABANDONED.
7. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO BE
DEMOLISHED.
8. DEMOLISH SUB-SURFACE PERIMETER DRAINAGE
BEYOND THIS POINT FOR NEW FOUNDATION. REFER
TO P-101 FOR NEW WORK..
9. DEMOLISH SUB-SURFACE DRAINAGE BEYOND THIS
POINT FOR NEW FOUNDATION. REFER TO P-101 FOR
NEW WORK..
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY WASTE, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE BASEMENT
FLOOR TO BE DEMOLISHED AND ALL PLUMBING TO BE
NEW UNLESS NOTED OTHERWISE.
C. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
D. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER AND DOMESTIC
WATER ON SITE PRIOR TO CONSTRUCTION.
E. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
UP
DN
MATCH LINE
SEE 1/PD101
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
16.1
16.1
EXISTING UNDERFLOOR
SANITARY SEWER, TYP.
EXISTING STORM
DRAIN PIPING UP
HIGH (TYP)
EXISTING DOCK
DRAIN PIPING TO
REMAIN (TYP)
EXISTING
SUB-SURFACE
DRAINAGE (TYP)
EXISTING SSD
PERIMETER
DRAINS (TYP)
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:4
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT FLOOR PLUMBING DEMOLITION
PLAN - AREA 2
RDR
BAS
RDR 299
PD102
PD102
KEYPLAN
SCALE: 1/8" = 1'-0"
1 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - AREA 2
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING DUPLEX SUMP PUMPS TO BE DEMOLISHED.
BASIN TO REMAIN.
3. EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.
4. EXISTING SANITARY SEWER PIPING TO BE ABANDON
BELOW GRADE. FLOOR CLEANOUTS, FLOOR DRAINS,
FIXTURES AND PIPING PENETRATIONS TO BE CAPPED
AND COVERED WITH FLOOR SURFACE.
5. EXISTING SUB-SURFACE DRAINAGE TO REMAIN.
6. EXISTING SUB-SURFACE PERIMETER DRAINS TO
REMAIN.
7. DEMOLISH SUB-SURFACE DRAIN PIPE BEYOND THIS
POINT FOR NEW FOUNDATION. REFER TO P-102 FOR
NEW WORK.
8. EXISTING STORM DRAINAGE PIPE AT LOADING DOCK
TO REMAIN.
9. EXISTING STORM DRAINAGE DISCHARGE PIPE FROM
SUMP PUMPS TO REMAIN.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY WASTE, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE BASEMENT
FLOOR TO BE DEMOLISHED AND ALL PLUMBING TO BE
NEW UNLESS NOTED OTHERWISE.
C. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
D. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER AND DOMESTIC
MATCH LINE
SEE 1/PD104
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
EXISTING
UNDERFLOOR
SANITARY
SEWER. TYP.
EXISTING WATER
HEATER TO BE
REMOVED.
1 1
EXISTING
STORM DRAIN
PIPING UP
HIGH (TYP)
EXISTING BOILER &
CHILLER DRAIN
PIPING & FLOOR
DRAINS THIS
AREA TO REMAIN
25 5
5 5
EXISTING SUB-
SURFACE DRAINAGE
(TYP)
EXISTING SUB-SURFACE
PERIMETER DRAINAGE
(TYP)
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:5
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT FLOOR PLUMBING DEMOLITION
PLAN - AREA 3
RDR
BAS
RDR 300
PD103
PD103
KEYPLAN
SCALE: 1/8" = 1'-0"
1 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - AREA 3
0 4' 8' 16' N
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING DUPLEX SUMP PUMPS TO BE DEMOLISHED.
EXISTING SUMP BASIN TO REMAIN.
3. EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.
4. EXISTING DRAIN PIPING TO BE ABANDONED BEYOND
THIS POINT FOR NEW FOUNDATION. REFER TO P-103
FOR NEW WORK.
5. EXISTING SUB-SURFACE DRAINS TO REMAIN.
6. EXISTING SANITARY SEWER PIPING TO BE ABANDON
BELOW GRADE. FLOOR CLEANOUTS, FLOOR DRAINS,
FIXTURES AND PIPING PENETRATIONS TO BE CAPPED
AND COVERED WITH FLOOR SURFACE.
7. EXISTING DRAIN PIPING TO BE ABANDON AND FLOOR
CLEANOUTS TO BE CAPPED.
8. EXISTING SUB-SURFACE PERIMETER DRAIN TO
REMAIN.
9. DEMOLISH SUB-SURFACE DRAIN BEYOND THIS POINT
FOR NEW FOUNDATION. REFER TO P-103 FOR NEW
WORK.
10.EXISTING SUB-SURFACE PERIMETER PIPE UP TO
CLEANOUT AT GRADE TO REMAIN.
GENERAL NOTES
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY WASTE, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE BASEMENT
FLOOR TO BE DEMOLISHED AND ALL PLUMBING TO BE
NEW UNLESS NOTED OTHERWISE.
C. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
D. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER AND DOMESTIC
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD103
H H
J J
K K
L L
M M
N N
P P
0.9
0.9
EXISTING UNDERFLOOR
SANITARY SEWER. TYP.
EXISTING STORM
DRAIN PIPING UP
HIGH (TYP)
SS
SS
2"
2"
2"
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:0
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT FLOOR PLUMBING DEMOLITION
PLAN - AREA 4
RDR
BAS
RDR 301
PD104
PD104
KEYPLAN
SCALE: 1/8" = 1'-0"
1 BASEMENT FLOOR PLUMBING DEMOLITION PLAN - AREA 4
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN PIPING TO BE DEMOLISHED.
3. EXISTING SUB-SURFACE DRAIN PIPING TO REMAIN.
4. EXISTING SANITARY SEWER PIPING TO BE ABANDON
BELOW GRADE. FLOOR CLEANOUTS, FLOOR DRAINS,
FIXTURES AND PIPE PENETRATIONS TO BE CAPPED
COVER WITH FLOOR SURFACE.
5. EXISTING SANITARY SEWER PIPING TO REMAIN.
6. EXISTING SUB-SURFACE PIPING TO BE DEMOLISHED
BETWEEN THESE POINTS FOR NEW FOUNDATION.
REFER TO P-104 FOR NEW WORK.
7. EXISTING SANITARY SEWER TO BE DEMOLISHED AT
THIS POINT. REFER TO P-104 FOR NEW WORK.
8. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
9. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO BE
DEMOLISHED.
10.DEMOLISH EXISTING SUB-SURFACE PERIMETER
DRAIN BEYOND THIS POINT FOR NEW FOUNDATION.
REFER TO P-104 FOR NEW WORK.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY WASTE, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE BASEMENT
FLOOR TO BE DEMOLISHED AND ALL PLUMBING TO BE
NEW UNLESS NOTED OTHERWISE.
C. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
D. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER AND DOMESTIC
C H
LI
N
E S
EE
1/
P D
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
MATCH LINE
SEE 1/PD112
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:0
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
FIRST FLOOR PLUMBING DEMOLITION PLAN
- AREA 1
RDR
BAS
RDR 302
PD111
PD111
KEYPLAN
SCALE: 1/8" = 1'-0"
1 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA 1
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
GENERAL NOTES
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING ABOVE BASEMENT
FLOOR TO BE DEMOLISHED AND ALL PLUMBING TO BE
NEW.
C. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
M
AT
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD111
A A
B B
C C
D D
E E
F F
G G
16.1
16.1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:1
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
FIRST FLOOR PLUMBING DEMOLITION PLAN
- AREA 2
RDR
BAS
RDR 303
PD112
PD112
KEYPLAN
SCALE: 1/8" = 1'-0"
1 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA 2
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE DEMOLISHED
AND ALL PLUMBING TO NEW.
SEE 1/PD114
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:2
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
FIRST FLOOR PLUMBING DEMOLITION PLAN
- AREA 3
RDR
BAS
RDR 304
PD113
PD113
KEYPLAN
SCALE: 1/8" = 1'-0"
1 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA 3
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING STORM DRAIN PIPE AND RISER TO BE
DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE
DEMOLISHED AND ALL PLUMBING TO BE NEW.
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD113
H H
J J
K K
L L
M M
N N
P P
0.9
0.9
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
8:
:2
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
FIRST FLOOR PLUMBING DEMOLITION PLAN
- AREA 4
RDR
BAS
RDR 305
PD114
PD114
KEYPLAN
SCALE: 1/8" = 1'-0"
1 FIRST FLOOR PLUMBING DEMOLITION PLAN - AREA 4 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING STORM DRAIN PIPE AND RISER TO BE
DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE DEMOLISHED
AND ALL PLUMBING TO BE NEW.
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD122
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
1 1
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:4
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
SECOND FLOOR PLUMBING DEMOLITION
PLAN - AREA 1
RDR
BAS
RDR 306
PD121
PD121
KEYPLAN
SCALE: 1/8" = 1'-0"
1 SECOND FLOOR PLUMBING DEMOLITION PLAN - AREA 1
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE
SEE 1/PD121
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
16.1
16.1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:4
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
SECOND FLOOR PLUMBING DEMOLITION
PLAN - AREA 2
RDR
BAS
RDR 307
PD122
PD122
KEYPLAN
SCALE: 1/8" = 1'-0"
1 SECOND FLOOR PLUMBING DEMOLITION PLAN - AREA 2 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE DEMOLISHED
SEE 1/PD124
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
1 1
1 1
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:5
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
SECOND FLOOR PLUMBING DEMOLITION
PLAN - AREA 3
RDR
BAS
RDR 308
PD123
PD123
KEYPLAN
SCALE: 1/8" = 1'-0"
1 SECOND FLOOR PLUMBING DEMOLITION PLAN - AREA 3
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE DEMOLISHED
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD123
H H
J J
K K
L L
M M
N N
P P
0.9
0.9
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:5
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
SECOND FLOOR PLUMBING DEMOLITION
PLAN - AREA 4
RDR
BAS
RDR 309
PD124
PD124
KEYPLAN
SCALE: 1/8" = 1'-0"
1 SECOND FLOOR PLUMBING DEMOLITION PLAN - AREA 4 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD132
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
1 1
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:0
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
THIRD FLOOR PLUMBING DEMOLITION
PLAN - AREA 1
RDR
BAS
RDR 310
PD131
PD131
KEYPLAN
SCALE: 1/8" = 1'-0"
1 THIRD FLOOR PLUMBING DEMOLITION PLAN - AREA 1 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE
DN UP
AT
C H
LI
N
E S
EE
1/
P D
MATCH LINE
SEE 1/PD131
A A
B B
C C
D D
E E
F F
G G
16.1
16.1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:1
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
THIRD FLOOR PLUMBING DEMOLITION
PLAN - AREA 2
RDR
BAS
RDR 311
PD132
PD132
KEYPLAN
SCALE: 1/8" = 1'-0"
1 THIRD FLOOR PLUMBING DEMOLITION PLAN - AREA 2 0 4' 8' 16'
N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN PIPE AND RISER TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE DEMOLISHED
SEE 1/PD134
M
AT
C H
LI
N
E S
EE
1/
P D
A A
B B
C C
D D
E E
F F
G G
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:1
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
THIRD FLOOR PLUMBING DEMOLITION
PLAN - AREA 3
RDR
BAS
RDR 312
PD133
PD133
KEYPLAN
SCALE: 1/8" = 1'-0"
1 THIRD FLOOR PLUMBING DEMOLITION PLAN - AREA 3
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN PIPE AND RISER TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER STORM DRAIN PIPING TO BE DEMOLISHED AND
ALL PLUMBING TO BE NEW.
SEE 1/PD133
M
AT
C H
LI
N
E S
EE
1/
P D
H H
J J
K K
L L
M M
N N
P P
0.9
0.9
1 1
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
9:
:2
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
THIRD FLOOR PLUMBING DEMOLITION
PLAN - AREA 4
RDR
BAS
RDR 313
PD134
PD134
KEYPLAN
SCALE: 1/8" = 1'-0"
1 THIRD FLOOR PLUMBING DEMOLITION PLAN - AREA 4
0 4' 8' 16' N
GENERAL NOTES
SHEET KEYNOTES
1. EXISTING PLUMBING FIXTURE TO BE DEMOLISHED.
CAP OR REWORK AS REQUIRED FOR NEW
CONSTRUCTION.
2. EXISTING STORM DRAIN RISER PIPE TO BE
DEMOLISHED.
3. EXISTING ROOF DRAIN TO BE DEMOLISHED.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS
AND GENERAL NOTES.
B. ALL EXISTING SANITARY SEWER, VENT, DOMESTIC
WATER AND STORM DRAIN PIPING TO BE
DEMOLISHED AND ALL PLUMBING TO BE NEW.
C. REFER TO PLANS P-101 THRU P-134 FOR NEW
WORK.
DN
DN
DN
DN
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
2" SS UP
TO WCO
4" SS UP
TO WCO
ESP-1
MATCH LINE
SEE 1/P-102
M
AT
C H
LI
N
E S
EE
1/
P -1
NEW
FOUNDATION
(TYP)
SS
SS
4"
4"
2"
2"
2" SS
UP
4" SSD
4" SSD
4" SSD UP
TO FCO
4" SSD
4" EXISTNG SUB-
SURFACE DRAINAGE
ON PERIMETER (TYP)
0108A
0108B 0108C 0108D
0108E
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
:3 9:
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT UNDERFLOOR PLUMBING PLAN
- AREA 1
RDR
BAS
RDR 314
P-101
P-101
KEYPLAN
0 4' 8' 16' N
GENERAL NOTES
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
C. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER, SUB-SURFACE
DRAINAGE, VENTS AND DOMESTIC WATER ON SITE
PRIOR TO CONSTRUCTION.
D. SUB-SURFACE DRAINAGE IS TO BE LEFT
UNDISTURBED OR REPAIRED IF BROKEN DURING
INSTALLATION OF NEW SANITARY SEWER PIPING OR
FOUNDATION WORK.
E. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
SCALE: 1/8" = 1'-0"
1 BASEMENT UNDERFLOOR PLUMBING PLAN - AREA 1
SHEET KEYNOTES
1. EXISTING SUB-SURFACE DRAINAGE TO REMAIN.
2. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
3. CONNECT NEW 4" SSD TO EXISTING AT THIS GENERAL
LOCATION.
BASEMENT AREA 1
Number Name
0101 RR WOMEN
0103 BREAK ROOM
0104 CONFERENCE ROOM
0105 CORRIDOR
0106 OPEN OFFICE
0107 CORRIDOR
0108 OPEN OFFICE
0108A PRIVATE OFFICE
0108B PHONE ROOM
0108C PHONE ROOM
0108D PHONE ROOM
0108E CONFERENCE ROOM
0112 ELEC.
0113 COMM.
0115 COMPUTER WORK
ROOM
DN
DN
A A
B B
C C
D D
E E
F F
G G
16.1
16.1
EXISTING
SUMP PIT
4" SS UP
TO WCO
ESP-3
SP-2
MATCH LINE
SEE 1/P-101
M
AT
C H
LI
N
E S
EE
1/
P -1
SS
SS
4" SS UP
TO FS
3" SS UP
3" UP TO
WCO
4"
4"
4"
3" SS UP
TO WCO
NEW
FOUNDATION
(TYP)
4" SS UP
TO FS
4"
4"
SS
SS
2" SS UP
3"
4" SS UP
TO WCO
EXISTING
DOCK DRAIN
PIPING (TYP)
2"
2"
6"
4" SSD
4" SSD
2" V UP
2" V UP
0211 0208
0203E
0203D
0203C
0203A 0203B
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
:3 9:
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT UNDERFLOOR PLUMBING PLAN
- AREA 2
RDR
BAS
RDR 315
P-102
P-102
KEYPLAN
0 4' 8' 16' N
SCALE: 1/8" = 1'-0"
1 BASEMENT UNDERFLOOR PLUMBING PLAN - AREA 2
GENERAL NOTES
SHEET KEYNOTES
1. SUMP DRAIN PIPING TO REMAIN. ALL SUMP DRAIN
PIPING THAT REMAINS TO BE ROOTED OUT AFTER
CONSTRUCTION TO REMOVE RUST AND BLOCKAGES.
2. EXISTING 6" SUMP DISCHARGE PIPE UP THAT
CONNECTS TO SITE STORM SEWER SYSTEM TO
REMAIN. ROOT OUT AFTER CONSTRUCTION TO
REMOVE RUST AND BLOCKAGES.
3. EXISTING SUB-SURFACE DRAINAGE TO REMAIN.
4. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
5. CONNECT NEW 4" SSD TO EXISTING AT THIS GENERAL
LOCATION.
6. 4" SSD UP TO FCO.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
C. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER, SUB-SURFACE
DRAINAGE, VENTS AND DOMESTIC WATER ON SITE
PRIOR TO CONSTRUCTION.
D. SUB-SURFACE DRAINAGE IS TO BE LEFT
UNDISTURBED OR REPAIRED IF BROKEN DURING
INSTALLATION OF NEW SANITARY SEWER PIPING OR
FOUNDATION WORK.
E. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
BASEMENT AREA 2
Number Name
0201 CORRIDOR
0202 CORRIDOR
0203 OPEN OFFICE
0203A PHONE ROOM
0203B PHONE ROOM
0203C PRIVATE OFFICE
0203D PRIVATE OFFICE
0203E CONFERENCE ROOM
0204 ELEV. EQUIP
0205 SERVICE ELEV
0206 CORRIDOR
0207 CORRIDOR
0208 EXISTING LOADING
DOCK
0209 EXISTING STAIR
0210 EXISTING LAB
0211 STORAGE
0212 RECORD STORAGE
0213 CORR.
0214 STORAGE
0215 STORAGE
0216 EXISTING STORAGE
A A
B B
C C
D D
E E
F F
G G
EXISTING
SUMP PIT
SP-3
SP-4
SP-1
M
AT
C H
LI
N
E S
EE
1/
P -1
MATCH LINE
SEE 1/P-104
SS
SS
SS
2" SS
UP
SS UNDERFLOOR
PIPING TO AVOID
STRUCTURAL
GRADE BEAMS
(TYP)
4" SD
4"
4"
4"
4"
4"
4" SS UP
TO FCO
3" SS UP
TO FCO
3"
4"
SS
4" SS UP
2" SS UP
NEW
FOUNDATION
(TYP)
NEW AREAWAY
3" SS UP
TO FD
EXISTING
SUB-SURFACE
DRAIN PIPE.
(TYP)
2"
SS
SS
SS
2"
2"
4"
SS
SS
4"
4"
2" SS UP
TO FD
2 2
4"
HIGH
POINT
4" SD
3 3
4" SSD
4"
4" SS UP
TO FS
FD
114"
0309 0308
0322A
0322B
3" UP
TO FS
3"
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
:3 9:
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT UNDERFLOOR PLUMBING PLAN
- AREA 3
RDR
BAS
RDR 316
P-103
P-103
KEYPLAN
0 4' 8' 16' N
SCALE: 1/8" = 1'-0"
1 BASEMENT UNDERFLOOR PLUMBING PLAN - AREA 3
GENERAL NOTES
SHEET KEYNOTES
1. CONNECT NEW 4" SANITARY DRAINAGE PIPING TO
EXISTING BELOW BOILER ROOM FLOOR. VERIFY
EXISTING SIZE AND LOCATION PRIOR TO
CONSTRUCTION.
2. EXISTING DRAIN PIPING UNDER EQUIPMENT IN
BOILER ROOM TO REMAIN.
3. EXISTING SUB-SURFACE DRAIN PIPING TO REMAIN.
4. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
5. CONNECT NEW 4" SSD TO EXISTING AT THIS
GENERAL LOCATION.
6. 4" SSD UP TO FCO.
7. EXISTING 4" SSD PERIMETER PIPE UP TO CLEANOUT
AT GRADE TO REMAIN.
8. 4" SS UP TO FCO.
9. EXISTING SUMP PUMP DISCHARGE PIPING TO REMAIN.
ALL SUMP DRAIN PIPING THAT REMAINS TO BE
ROOTED OUT AFTER CONSTRUCTION TO REMOVE
RUST AND BLOCKAGES.
10.EXISTING 2" DISCHARGE PIPING UP TO BE
DEMOLISHED ABOVE FINISH FLOOR AND REPLACED
WITH NEW PIPE.
11.4" SS UP TO FS.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
C. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER, SUB-SURFACE
DRAINAGE, VENTS AND DOMESTIC WATER ON SITE
PRIOR TO CONSTRUCTION.
D. SUB-SURFACE DRAINAGE IS TO BE LEFT
UNDISTURBED OR REPAIRED IF BROKEN DURING
INSTALLATION OF NEW SANITARY SEWER PIPING OR
FOUNDATION WORK.
E. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
BASEMENT AREA 3
Number Name
0301 RR WOMEN
0303 RR MEN
0304 JAN.
0305 EXISTING TEL/COM
0306 CORR.
0308 EXISTING BATTERY
BACK UP
0309 EXISTING ELEC
0310 BREAK ROOM
0311 EXISTING BOILER
0312 ELEC VAULT
0313 AREA-WAY
0314 EXISTING SPRAY
ROOM
0315 EXISTING ELEC
0316 RR WOMEN
0318 SECURE STORAGE
0319 SECURE SHREDDER
0320 CORRIDOR
0321 FOLDER/ INSERTER
0322 STORAGE
0322A SYSTEMS
0322B JAN.
H H
J J
K K
L L
M M
N N
P P
0.9
0.9
ESP-2
M
AT
C H
LI
N
E S
EE
1/
P -1
MATCH LINE
SEE 1/P-103
4" SS UP
2" SS UP
4"
NEW
FOUNDATION
(TYP)
EXISTING
SUB-SURFACE
DRAIN PIPE.
(TYP)
4" SS UP
TO WCO
2" SS
(EXIST)
2" SS
(EXIST)
SS
4" SS
UP
2" SS
UP
4"
4" SS UP
TO FCO
4" SSD
4" SSD
3 3
4" SSD
4" SSD
4" SSD
4" SSD
4" SSD
4" SSD
0419 0421
0416 0417
0425 0427
0419 0421 0422
0416 0417
0425 0427
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
:4 0:
AM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT UNDERFLOOR PLUMBING PLAN
- AREA 4
RDR
BAS
RDR 317
P-104
P-104
KEYPLAN
0 4' 8' 16'
NSCALE: 1/8" = 1'-0"
1 BASEMENT UNDERFLOOR PLUMBING PLAN - AREA 4
GENERAL NOTES
SHEET KEYNOTES
1. CONNECT NEW 4" SANITARY SEWER PIPING TO
EXISTING SS THIS GENERAL AREA. VERIFY EXISTING
SIZE AND LOCATION PRIOR TO CONSTRUCTION.
2. EXISTING SUB-SURFACE DRAIN PIPING TO REMAIN.
3. EXISTING SUB-SURFACE PERIMETER DRAINAGE TO
REMAIN.
4. CONNECT NEW 4" SSD TO EXISTING IN THIS
GENERAL LOCATION.
5. CONNECT NEW 4" SSD PERIMETER DRAINAGE TO
EXISTING TO THIS GENERAL LOCATION.
6. EXISTING 4" SSD PERIMETER UP TO CLEANOUT AT
GRADE TO REMAIN.
7. 4" SSD UP TO WALL CLEANOUT.
A. REFER TO P-001 FOR LEGENDS, ABBREVIATIONS AND
GENERAL NOTES.
B. ALL EXISTING UNDERFLOOR SANITARY SEWER PIPING
BELOW BASEMENT IS BE ABANDONED IN PLACE
UNLESS NOTED OTHERWISE.
C. FIELD VERIFY LOCATION AND SIZE OF EXISTING
CONNECTIONS TO SANITARY SEWER, SUB-SURFACE
DRAINAGE, VENTS AND DOMESTIC WATER ON SITE
PRIOR TO CONSTRUCTION.
D. SUB-SURFACE DRAINAGE IS TO BE LEFT
UNDISTURBED OR REPAIRED IF BROKEN DURING
INSTALLATION OF NEW SANITARY SEWER PIPING OR
FOUNDATION WORK.
E. REFER TO PLANS P-101 THRU P-134 FOR NEW WORK.
BASEMENT AREA 4
Number Name
0401 RR MEN
0402 CORRIDOR
0403 WORK ROOM
0404 EXISTING OFFICE
0405 EXISTING STUDIO
0406 EXISTING OFFICE
0407 PRINT SHOP
0408 EXISTING OFFICE
0409 EXISTING CORRIDOR
0411 EXISTING STUDIO
0412 EXISTING OPEN OFFICE
0413 EXISTING OFFICE
0414 EXISTING WORK AREA
0415 EXISTING OPEN OFFICE
0416 EXISTING OFFICE
0417 EXISTING OFFICE
0418 EXISTING CORRIDOR
0419 EXISTING OFFICE
0421 EXISTING OFFICE
0422 EXISTING CONFERENCE
ROOM
0423 EXISTING CIRCULATION
0425 EXISTING OFFICE
0426 EXISTING. TEL/COM
0427 EXISTING STORAGE
0428 RR MEN
DN
DN
DN
DN
MATCH LINE
SEE 1/P-106
M
AT
C H
LI
N
E S
EE
1/
P -1
H H
J J
K K
L L
M M
N N
P P
P.1 P.1
ESP-1
P-6 P-1
P-2 P-5
P-5
4" SS UP TO TWO-
WAY CLEANOUT AT
GRADE
6" SS. REFER TO CIVIL
PLAN CU101 FOR CONT.
P-401
C W
H W
H W
R
SS
2 1/2"
1 1/2"
3/4"
CW
HW
HWR
3/4"
1 1/2"
2 1/2" 3"
3"
2" 2"
SS PIPING UP
HIGH (TYP)
PCO
4" V
6"
4"
4"
4"
SS
SS
IE= 94'-11"
6" SD UP 6" SD 6" SD
6" SD UP
8" SD
REFER TO CIVIL PLAN
CU101 FOR CONT.
6" SD UP 6" SD
REFER TO CIVIL
PLAN CU101
FOR CONT.
SS
SS
2"
2"
2"
SS UP HIGH (TYP)
2" 3"
SS
6" SD UP
PCO
PCO
PCO
0103 0104
0108A
0108B 0108C
0108D 0108E
8" SD
3"
DESIGNED BY:
DRAWN BY:
WORK ORDER NO.
OFFICE OF
ISSUED BY
DRAWING NO.
DATE
PREPARED BYREVIEWED BY
REV DATE
APPROVED BY
DESCRIPTION
OF
SHEET NO.
APP'DCHECK
FACILITY MANAGEMENT
AMP-400
MIKE MONRONEY AERONAUTICAL CENTER - OKLAHOMA CITY, OKLAHOMA
FEDERAL AVIATION ADMINISTRATION
DECEMBER 20, 2017
405/840-2931 www.fsb-ae.com
13-007860 AMP-400-E-
FRANKFURT SHORT BRUZA
DEPARTMENT OF TRANSPORTATION
5801 BROADWAY EXT., SUITE 500
OKLAHOMA CITY, OKLAHOMA
Work Request Construction No: 13-007860
MPB-24 (MULTI-PURPOSE BUILDING)
RENOVATION
M.OWENSBY
GARY W.
JAMES
16166
O K L A H O M A
LI
C
EN
S E
D
PRO FES S IO NA L
ENG
IN
EER
/2
0/
:5 0:
PM
C :\U se rs
\rd r\D oc um en ts
\M y
Re vi t\6
_P lb g_ rd r.r vt
BASEMENT FLOOR PLUMBING PLAN -
AREA 1
RDR
BAS
RDR 318
P-105
P-105
SCALE: 1/8" =…
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