general notes general demolition notes
TRANSCRIPT
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CO
DRAWING SYMBOLS
26-P 3
DETAIL NUMBER
DRAWING NUMBER WHERE SHOWN
SECTION LETTER
TYPICAL UNIT NO.
BUILDING NO. WHERE EQUIPMENT IS LOCATED.
PUMP NO.3 IN BUILDING NO.26
EQUIPMENT ABBREVIATION (PUMP)
DRAWING NUMBER WHERE DRAWN
GENERAL PLUMBING SYMBOLS
LIMIT OF DEMOLITION
ANCHOR
REDUCER OR INCREASER
DIRECTION OF FLOW
SIDE CONNECTION
ECCENTRIC REDUCER
BOTTOM CONNECTION, 45° OR 90°
TOP CONNECTION, 45° OR 90°
DIRECTION OF PIPE PITCH (DOWN)
UNION
RISE OR DROP IN PIPE
CAPPED OUTLET
AND EXISTING WORKPOINT OF CONNECTION BETWEEN NEW
PRESSURE GAGE
THERMOMETER
STRAINER
PIPE UP
PIPE DOWN
WALL CLEAN OUT
PLUMBING PIPING SYMBOLS
DOMESTIC HOT WATER, HOT WATER
DOMESTIC COLD WATER, COLD WATER
MEDICAL VACUUM
MEDICAL AIR
DOMESTIC HOT WATER CIRC., HOT WATER RETURN
STORM WATER
DRAIN
MA
MV MV MV
D D D
SD SD SD
SANITARY SEWER
OXYGENO2
PLUMBING VENT
PLUMBING VALVE SYMBOLS
BALL VALVE
BUTTERFLY VALVE
AUTOMATIC FLOW CONTROL VALVE
PLUMBING ABBREVIATIONS
WASTE
WATER CLOSET
WALL CLEANOUT
WATER HAMMER ARRESTER
WATER SUPPLY FIXTURE UNITS
VENT
VACUUM
VENT STACK
VENT THROUGH ROOF
TRENCH DRAIN
TEMPERATURE
THERMOSTATIC MIXING VALVE
TYPICAL
SANITARY SEWER
STAINLESS STEEL
ROOF DRAIN
ROOF LEADER
PLUMBING AND DRAINAGE INSTITUTE
POUNDS PER SQUARE INCH
OXYGEN
OUTSIDE DIAMETER
OVERFLOW DRAIN
NOT TO SCALE
MEDICAL AIR
MEDICAL
MEDICAL VACUUM
LAVATORY
POUNDS PER HOUR
INSIDE DIAMETER
INTERNATIONAL PLUMBING CODE
INDIRECT WASTE
HOT AND COLD WATER
HOSE BIBB
HUB DRAIN
HORSEPOWER
GAL
GPH
GPM
F
FD
FS
FU
EL
EWSEX
CW
DFU
DN
DOE
DW
DWG
DWV
CI
CO
BFP
BTU
BTUH
ARCHITECT / ENGINEER
AREA DRAIN/ACCESS DOOR
ABOVE FINISH FLOOR
AIR GAP
ACCESS PANEL
AMERICAN SOCIETY OF HEATING,
REFRIGERATION, AIR CONDITIONING
ENGINEERS
AMERICAN SOCIETY OF MECHANICAL
ENGINEERS
AMERICAN SOCIETY OF PLUMBING
ENGINEERS
W
WC
WCO
WHA
WSFU
V
VAC
VS
VTR
TD
TEMP
TMV
TYP
SAN
SS
RD
RL
PDI
PSI
GALLON
GALLONS PER HOUR
GALLONS PER MINUTE
H&CW
HB
HD
HP
ID
IPC
IW
O2
OD
OFD
NTS
MA
MED
MV
LAV
LBS/HR
A/E
AD
AFF
AG
AP
ASHRAE
ASME
ASPE
REDUCED PRESSURE BACKFLOW
PREVENTER
BRITISH THERMAL UNIT
BRITISH THERMAL UNIT PER HOUR
CAST IRON
CLEANOUT
COLD WATER
DRAINAGE FIXTURE UNITS
DOWN
DEPARTMENT OF ENERGY
DISHWASHER
DRAWING
DRAIN WASTE VENT
ELEVATION
EYE WASH STATIONEXISTING
FAHRENHEIT
FLOOR DRAIN
FLOOR SINK
FIXTURE UNITS
CONTRACTING OFFICER'S REPRESENTATIVECOR
HW
HWC
DOMESTIC HOT WATER
DOMESTIC HOT WATER CIRC
CIRCUIT SETTER
HWCP DOMESTIC HOT WATER CIRCULATION PUMP
CONDENSATE DRAINCD
RAINLEADERRL
FLOOR CLEANOUTFLOOR CLEANOUTFCO
HYD HYDRANT
WH WALL HYDRANT
ORL OVERFLOW RAIN LEADER
SW STORM WATER
OVERFLOW RAINLEADERORL
PLUMBING PIPING TO BE REMOVED
2
PL105
A
PL105
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
PLUMBING COVER SHEET
COLUMBIA, MO
JAM DBB04/03/2018
PP001
1. VERIFY JOB SITE CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. PLANS ARESCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST AVAILABLE INFORMATION.CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS.
2. NO PIPING, DUCTWORK, ETC. SHALL PENETRATE STRUCTURAL MEMBERS.3. PROVIDE MISCELLANEOUS CUTTING, PATCHING AND REPAIRING OF FINISHES, ROOF,
WALLS, ETC., AS REQUIRED TO ACCOMMODATE THE NEW WORK.4. G.C. IS TO PATCH ANY OPENINGS IN CORRIDORS REQUIRED TO BE CONSTRUCTED TO LIMIT
THE TRANSFER OF SMOKE AND IN SMOKE BARRIERS AS REQUIRED TO MEET CODEREQUIREMENTS. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY EXACT LOCATION,CONFIGURATION AND ROUTING OF EXISTING SYSTEMS REQUIRED TO REMAIN INOPERATION DURING THE PROJECT TO PREVENT DAMAGE DURING DEMOLITION ANDPHASING.
6. REMOVE ALL EXISTING EQUIPMENT, DUCTWORK AND PIPING THAT IS NOT REQUIRED FOR AWORKING INSTALLATION.
7. COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION.8. ALL CUTTING AND PATCHING SHALL BE CLOSELY COORDINATED WITH THE G.C.9. COORDINATE ROUTING OF PLUMBING, AND HVAC PIPING WITH DUCTWORK, LIGHTS,
ARCHITECTURAL CEILING AND STRUCTURAL ELEMENTS. PIPING SHALL RISE AND DROP,JOG OR OFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALL TAKEPRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADE MUST BE MAINTAINED FORDRAINAGE. REWORK OF INSTALLED WORK TO RESOLVE CONFLICTS RISING FROM LACK OFCOORDINATION SHALL NOT JUSTIFY AN INCREASE IN THE CONTRACT AMOUNT.
10.ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED BY THETRADE MAKING THE PENETRATION. REFER TO ARCHITECTURAL DRAWINGS ANDSPECIFICATIONS FOR REQUIREMENTS.
11.DO NOT ROUTE PIPING OR DUCTWORK OVER ELECTRICAL PANELS OR EQUIPMENT. PIPINGOR DUCTWORK SHALL NOT BE ROUTED THROUGH ELECTRICAL ROOMS, TELECOM ROOMS,OR ELEVATOR EQUIPMENT ROOMS UNLESS SPECIFICALLY SERVING THAT ROOM.COORDINATE WITH E.C. PROVIDE WATERTIGHT DRIP PAN WITH DRAIN TO NEARESTAPPROVED RECEPTOR WHERE REQUIRED.
12.COORDINATE SIZE AND LOCATION OF ACCESS DOORS IN CONSTRUCTION REQUIRED FORACCESS TO MECHANICAL EQUIPMENT WITH G.C.
13.ALL WORK IS TO CONFORM WITH APPLICABLE CODES AND STANDARDS.14.COORDINATE ACCESS TO EQUIPMENT AND VALVES INSTALLED ABOVE 'HARD' CEILINGS
AND IN MASONRY CHASES WITH GENERAL CONTRACTOR. PROVIDE LOCKING ACCESSDOORS FOR INSTALLATION BY CONTRACTOR AS REQUIRED TO SERVICE CONCEALEDDAMPERS, VALVES AND EQUIPMENT.
15.REFER TO ARCH FOR PHASING PLAN AND ALLOWABLE WORK HOURS.16.THESE DRAWINGS ARE ACCOMPANIED BY SPECIFICATIONS. REFER TO SPECIFICATIONS
FOR FURTHER INFORMATION.17.COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED BY PARAGRAPH
"SUBMITTAL" IN SPECIFICATION SECTION 220511. CONSTRUCTION SHALL NOT START ONANY SYSTEM UNTIL THE COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
18.THIS IS A LIFE SAFETY BUILDING WHICH MEANS IT SHALL REMAIN REASONABLYOPERATIONAL IN THE CASE OF A SEISMIC EVENT. THEREFORE ALL STATIONARYEQUIPMENT ON THE FLOOR SHALL BE FIXED RIGIDLY TO THE STRUCTURE. ALL HANGINGPIPING SHALL BE BRACED TO THE STRUCTURE. REFER TO SPECIFICATION SECTION 130541.
1. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BRING ANYDISCREPANCIES FROM THE DRAWINGS AND NOTES TO THE ARCHITECT IMMEDIATELY.MINOR CHANGES IN THE SCOPE OF THE DEMOLITION WORK SHALL NOT JUSTIFY ANADDITIONAL COST.
2. REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL REQUIRE ISOLATING THE PIPINGRISERS OR MAINS VIA SHUT-OFF VALVES. INSTALL NEW ISOLATION VALVES WHEREREQUIRED FOR COMPLETION OF WORK.
3. REMOVAL OF EXISTING PLUMBING FIXTURES AND EQUIPMENT, ETC. WILL REQUIRECAPPING AND SEALING EXISTING MAINS OR BRANCHES AS NECESSARY AND REQUIRED TOALLOW THE REMAINING SYSTEMS TO FULLY OPERATE WITHOUT DEGRADATION.CONTRACTOR SHALL PROVIDE PROTECTIVE PLASTIC DROP CLOTHS TO PROTECT THEEXISTING OCCUPIED AREAS AND EQUIPMENT FROM DUST AND DEBRIS DURING THECONSTRUCTION WORK, AND SHALL CLEAN THE AREAS OF ALL CONSTRUCTION DIRT DAILY,AND UPON COMPLETION OF THE WORK. REFER TO GENERAL CONDITIONS AND DIVISION 1SECTIONS IN THE SPECIFICATIONS.
4. ALL DRAINED PIPING RISERS AND MAINS SHALL BE REFILLED WITH PROPER FLUID ANDPROPERLY VENTED BY THIS CONTRACTOR, ONCE NEW WORK HAS BEEN INSTALLED.
5. COORDINATE WITH GENERAL CONTRACTOR THE REMOVAL AND REPLACEMENT OF ALLEXISTING CEILINGS, WALLS, ETC. AS REQUIRED FOR MECHANICAL DEMOLITION WORK.
6. EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE UTILIZED IN THE COMPLETED BUILDINGSHALL BE DISCONTINUED OR REMOVED AS REQUIRED. ALL ENDS OF DISCONTINUED PIPINGSHALL BE CAPPED IN THE NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARECOMPLETELY CONCEALED. OPENINGS LEFT IN WALLS, CEILINGS, ETC., WHEREEQUIPMENT AND PIPE, ETC., ARE REMOVED AND NOT REPLACED, SHALL BE PATCHEDNEATLY WITH SIMILAR MATERIAL TO ADJACENT CONSTRUCTION. REFER TO DRAWINGSDELINEATING NEW WORK FOR ADDITIONAL INFORMATION REGARDING SYSTEMS ORPORTIONS OF SYSTEMS WHERE USE IS TO BE DISCONTINUED.
7. EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE NOT TO BE REUSED SHALL BEREMOVED AND SHALL REMAIN THE PROPERTY OF THE OWNER IF THEY WISH TO RETAINOWNERSHIP OF SAME. IF NOT, EQUIPMENT SHALL BECOME THE PROPERTY OF THISCONTRACTOR AND SHALL BE REMOVED FROM THE SITE AS SOON AS PRACTICAL ANDDISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS.
8. ALL CUTTING AND CHANNELING OF EXISTING BUILDING SHALL BE ACCOMPLISHED IN A NEATAND WORKMANLIKE MANNER WITHOUT REMOVAL OF EXCESS MATERIALS. THISCONTRACTOR SHALL PATCH AND REPLACE WITH MATERIAL SIMILAR TO ADJACENTCONSTRUCTION.
9. WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT ARE TO BE UTILIZED IN THECOMPLETED PROGRAM CONFLICT WITH NEW CONSTRUCTION AND THE REQUIREDDEMOLITION, THEY SHALL BE RELOCATED AND RECONNECTED TO MAINTAIN THE DESIREDSERVICE.
10.PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR CLARITY EVEN THOUGH IT MAY NOTBE NECESSARY TO MODIFY OR REVISE THEM. ALL EXISTING SYSTEMS ARE SHOWN BASEDON ORIGINAL OR REMODEL BUILDING DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTINGCONDITIONS.
11.ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE OWNER AND OCCUPANTSOF THIS BUILDING SO AS TO PROVIDE THE LEAST AMOUNT OF DISRUPTION OF BUILDINGACTIVITIES AS POSSIBLE.
12.ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK SHALL BE REMOVED AND PROPERLYDISPOSED OF.
GENERAL NOTES GENERAL DEMOLITION NOTES
PLUMBING SHEET INDEXPP001 PLUMBING COVER SHEET
PD100 BASEMENT PLUMBING DEMOLITION PLAN
PD100.2 BASEMENT PLUMBING DEMOLITION PLAN - BID DEDUCT #2
PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN
PD101.2 FIRST FLOOR PLUMBING DEMOLITION - BID DEDUCT #2
PD102 SECOND FLOOR PLUMBING DEMOLITION PLAN
PL100 BASEMENT PLUMBING PLAN
PL101 FIRST FLOOR PLUMBING PLAN
PL101.1 FIRST FLOOR PLUMBING - BID DEDUCT #1
PL101.2 FIRST FLOOR PLUMBING - BID DEDUCT #2
PL102 SECOND FLOOR PLUMBING PLAN
PL102.1 SECOND FLOOR PLUMBING - BID DEDUCT #1
PL401 PLUMBING DETAILS
PL501 PLUMBING SCHEDULES
04/04/2018
REMOVE (EX)10"STORM SEWERBELOW GRADE
(EX)10" RL ABOVECEILING
(EX)4" W, 3" V, 3/4" HWC, 1 1/2" HW, & 2 1/2" CW UP
RL
RL
(EX)8" RL
(EX)8" RL(EX)4" W
REMOVE (EX)2" W UPTO DEMO'D LAVATORY.CAP AT MAIN.
SEE CIVIL DRAWINGSFOR EXTENT OFREMOVAL
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. ALL PIPING TO BE REMOVED SHALL BE CAPPED AT THE MAINS,AND HANGERS REMOVED, UNLESS OTHERWISE NOTED.
4. ALL ACCESSIBLE ABANDONED PIPING SHALL BE REMOVED.5. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR
PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TOBE AS LEAST DISRUPTIVE AS POSSIBLE.
6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/ORWEEKENDS,OR AS DIRECTED BY THE COR.
7. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
EXISTING PROJECTAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
BASEMENT PLUMBING DEMOLITION PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PD100
1/8" = 1'-0"1
BASEMENT PLUMBING DEMOLITION PLANN
4' 8' 16'
1/8" = 1'-0"
0'
N 1" = 80'-0"
KEY PLAN - EXISTING
04/04/2018
REMOVE (EX)10"STORM SEWERBELOW GRADE
(EX)10" RL ABOVECEILING
(EX)4" W, 3" V, 3/4" HWC, 1 1/2" HW, & 2 1/2" CW UP
RL
RL
(EX)8" RL
(EX)8" RL
(EX)4" W
(EX)2" W UP
SEE CIVIL DRAWINGSFOR EXTENT OFREMOVAL
GENERAL NOTES1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST
AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. ALL PIPING TO BE REMOVED SHALL BE CAPPED AT THE MAINS,AND HANGERS REMOVED, UNLESS OTHERWISE NOTED.
4. ALL ACCESSIBLE ABANDONED PIPING SHALL BE REMOVED.5. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR
PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TOBE AS LEAST DISRUPTIVE AS POSSIBLE.
6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/ORWEEKENDS,OR AS DIRECTED BY THE COR.
7. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
EXISTING PROJECTAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
BASEMENT PLUMBING DEMOLITION PLAN -
BID DEDUCT #2
COLUMBIA, MO
JAM DBB04/03/2018
PD100.2
1/8" = 1'-0"1
BID DEDUCT #2 - BASEMENT PLUMBING DEMOLITION PLANN4' 8' 16'
1/8" = 1'-0"
0'
N 1" = 80'-0"
KEY PLAN - EXISTING
04/04/2018
(EX)4" W ABOVE CEILING
RL
(EX)8" RL ABOVE CEILING
(EX)3" W ABOVE CEILING
RL
RL
(EX) WALL HYDRANT -REMOVE CW BACKTO MAIN AND CAP.
(EX)4" W UP INTO CHASE
(EX) 2" CW, 1 1/4" HW& 3/4" HWC VALVEDAND CAPPED ABOVECEILING.
RELOCATE (EX) 8" RL, 2 1/2" CW,1 1/2" HW, 3/4" HW, 3" V, & 4" W RISERSINTO NEW CHASE ABOVE
REMOVE (EX)2" VABOVE CEILING
REMOVE (EX) LAVATORYAND ASSOCIATED PIPING.CAP AT MAINS.
H
G
Ea
E
D
D.8
1
1
2
1
11
3
3
1
3
11
1
3
3
1
3
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. ALL PIPING TO BE REMOVED SHALL BE CAPPED AT THE MAINS,AND HANGERS REMOVED, UNLESS OTHERWISE NOTED.
4. ALL ACCESSIBLE ABANDONED PIPING SHALL BE REMOVED.5. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR
PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TOBE AS LEAST DISRUPTIVE AS POSSIBLE.
6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/ORWEEKENDS,OR AS DIRECTED BY THE COR.
7. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
EXISTING PROJECTAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
FIRST FLOOR PLUMBING DEMOLITION PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PD101
1/8" = 1'-0"1
FIRST FLOOR PLUMBING DEMOLITION PLANN
4' 8' 16'
1/8" = 1'-0"
0'
N
PLAN NOTES
1 REMOVE WATER AND WASTE LINE UP TO FIXTURE BEINGREMOVED. CAP AT MAIN.
2 REMOVE (EX) FLOOR DRAIN AND WASTE PIPING.
3 REMOVE (EX) PLUMBING FIXTURE AND ASSOCIATED PIPING.
1" = 80'-0"
KEY PLAN - EXISTING
04/04/2018
H
G
Ea
E
D
D.8
(EX)4" W ABOVE CEILING
RL
(EX)8" RL ABOVE CEILING
(EX)3" W ABOVE CEILING
RL
RL
(EX) WALL HYDRANT -REMOVE CW BACKTO MAIN AND CAP.
(EX)4" W UP INTO CHASE
(EX) 2" CW, 1 1/4" HW& 3/4" HWC VALVEDAND CAPPED ABOVECEILING.
RELOCATE (EX) 8" RL, 2 1/2" CW,1 1/2" HW, 3/4" HW, 3" V, & 4" W RISERSINTO NEW CHASE ABOVE
1
1
2
1
11
3
3
1
3
11
1
3
3
1
3
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. ALL PIPING TO BE REMOVED SHALL BE CAPPED AT THE MAINS,AND HANGERS REMOVED, UNLESS OTHERWISE NOTED.
4. ALL ACCESSIBLE ABANDONED PIPING SHALL BE REMOVED.5. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR
PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TOBE AS LEAST DISRUPTIVE AS POSSIBLE.
6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/ORWEEKENDS,OR AS DIRECTED BY THE COR.
7. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
EXISTING PROJECTAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
FIRST FLOOR PLUMBING DEMOLITION - BID
DEDUCT #2
COLUMBIA, MO
JAM DBB04/03/2018
PD101.2
1/8" = 1'-0"1
BID DEDUCT #2 - FIRST FLOOR PLUMBING DEMOLITION PLANN
4' 8' 16'
1/8" = 1'-0"
0'
N
PLAN NOTES
1 REMOVE WATER AND WASTE LINE UP TO FIXTURE BEINGREMOVED. CAP AT MAIN.
2 REMOVE (EX) FLOOR DRAIN AND WASTE PIPING.
3 REMOVE (EX) PLUMBING FIXTURE AND ASSOCIATED PIPING.
1" = 80'-0"
KEY PLAN - EXISTING
04/04/2018
REMOVE (EX) SINKS AND ASSOCIATEDPIPING BACK TO MAINS AND CAP.
REMOVE (EX) SINKS AND ASSOCIATEDPIPING BACK TO MAINS AND CAP.
REMOVE (EX) SINKS AND ASSOCIATEDPIPING BACK TO MAINS AND CAP.
REMOVE (EX) SINKS AND ASSOCIATEDPIPING BACK TO MAINS AND CAP.
REMOVE (EX) MEDICALGAS ZONE BOX
REMOVE (EX) WATER CLOSET &LAVATORY, AND ASSOCIATEDPIPING BACK TO MAINS AND CAP.
RELOCATE (EX) 8"RL, 4" W, 3" V, 3/4"HWC, 1 1/2" HW,1/2" CW DOWN.
RL
H
G
Ea
E
D
C
D.8
D.1
C.3
B.8
0.2
(EX)3/4" HWC, 4" W,1 1/4" HW, 4" V & 2"CW UP
RL
(EX)8" RL UP
(EX)6" RL UP
(EX)6" RL ABV CLG
(EX)6" RL UP
(EX)8" RLABV CLG
REMOVE (EX) VACUUM,OXYGEN AND MED AIRBACK TO (EX) VALVESAND CAP
REMOVE (EX)VACUUM, OXYGENAND MED AIRPIPING ABOVECEILING
REMOVE (EX)VACUUM, OXYGENAND MED AIRPIPING ABOVECEILING
REMOVE (EX)MED GASOUTLETS
REMOVE (EX)MED GASALARM PANEL
(EX) SINKS ANDASSOCIATED PIPING TOREMAIN (TYP 8 PLACES)
REMOVE (EX)FLOOR DRAIN
REMOVE (EX) MOPBASIN ANDEMERGENCYEYEWASH ANDASSOCIATED PIPING.
(EX)4" VTR
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. ALL PIPING TO BE REMOVED SHALL BE CAPPED AT THE MAINS,AND HANGERS REMOVED, UNLESS OTHERWISE NOTED.
4. ALL ACCESSIBLE ABANDONED PIPING SHALL BE REMOVED.5. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR
PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TOBE AS LEAST DISRUPTIVE AS POSSIBLE.
6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/ORWEEKENDS,OR AS DIRECTED BY THE COR.
7. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREA
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
SECOND FLOOR PLUMBING DEMOLITION
PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PD102
1/8" = 1'-0"1
SECOND FLOOR PLUMBING DEMOLITION PLAN4' 8' 16'
1/8" = 1'-0"
0'
N
N 1" = 80'-0"
KEY PLAN LEVEL 2
04/04/2018
2" W UP INTOWALL ABOVE
4" W UP INTOWALL ABOVE
2" W UP INTOWALL ABOVE
4" W ABV CLG
CONNECT NEW 4" WTO (EX) 4" W ABV CLG
ACAD
ACAD.7
ACAD.8
ACAE
ACAE.1
ACAF
ACAG
ACAH
ACA10.6
ACA10
ACA9
ACA8
ACA7
D.1
5" RL FROMABOVE
10" STORM SEWERBELOW GRADE - SEECIVIL FOR CONTIN
SEE DTL 2/PL401 FOR DETAILOF PIPE PENETRATION
RL
CONNECT NEW 10"STORM SEWER TO(EX) STORM SEWER(EST. FLOWLINE 4'BELOW FIN. FLOOR)
10" STORMSEWER BELOWFLOOR
RL
(EX)10" RLABOVE CEILING
COORDINATE ROUTING OF10" STORM SEWER TOAVOID STRUCTURE
8
15
SLOPE 10" STORM SEWERSO THAT IT PASSES BELOWGRADE BEAM (SEE 4/S502)
TERMINATE 5" ORLABOVE GRADE WITHDOWNSPOUT NOZZLE
5" ORL FROMABOVE
5" ORL BELOW RAMP
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION
220511. CONSTRUCTION SHALL NOT START ON ANY SYSTEM
UNTIL THE COORDINATION DRAWINGS HAVE BEEN APPROVED
BY VA.
ADDITION
REMODELAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
BASEMENT PLUMBING PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PL100
1/8" = 1'-0"1
BASEMENT PLUMBING PLAN4' 8' 16'
1/8" = 1'-0"
0'
N
N 1" = 80'-0"
KEY PLAN LEVEL 1
04/04/2018
(EX)3/4"
(EX)8" RL
(EX)4" W
(EX)8" RL
(EX
)2"
(EX)2"
(EX)3" W
STORAGE
F179
WAITING
F174
CONSULT 1
F174A
CONSULT 2
F174BCONSULT 3
F174C
TRAVEL
E140
AGENT CASHIER
E142
SWAMP
F176
CORRIDOR
F1F23
?
?
CORRIDOR
F1F22
?
?
STAIR #11
F173
F.M.S. ENG.
F170
PINPOINT TRAVEL
E144
VAULT
F178
OFFICE
F175
OFFICE
F164
OFFICE
F162
OFFICE
F161 OFFICE
F160
OFFICE
F159
MED ADMIN
E141
LOBBY
C1E3
CORR
F1F21
F177B
PHARMACY WORK
F177
DISPENSING
F177A
VALET
C1E34
INFO. DESK
C1E35
VESTIBULE
C1E32
W.C. STOR
E101
LOBBY
C1E3
ENTR. VEST.
E1100
P-414
1 1/2" V UP INTOWALL ABOVE
3" W DOWN IN CHASETO BELOW FLOOR W/4"CO AT BASE
2" W DOWN TO BELOWFLOOR W/CO AT BASE
P-801
H
G
Ea
E
D
C
ACAB
ACAC
ACAD
ACAD.7
ACAD.8
ACAE
ACAE.1
ACAF
ACAG
ACAH
D.8
D.1
0.8
5" RL & ORL DOWNTO BELOW FLOOR
2" W UP INTOWALL ABOVE (TYP)
RL
RL
2" W UP INTOWALL ABOVE
3" W & 2" V UPTO MOP BASIN
2" W UP INTOWALL ABOVE
3" W UP INTOCHASE ABOVE
CONNECT NEW 3" WTO (EX) 4" W ABVCLG
CONNECTNEW LINESTO EXISTING
NEW 8" RL, 4" W, 3" V,2 1/2" CW, 1 1/2" HW, &3/4" HWC UP INTOCHASE ABOVE
CONNECT NEW 3/4"HWC, 1" HW & 1 1/4"CW TO (EX) 3/4" HWC,1 1/4" HW & 2" CWABOVE CEILING
1" HW & 1 1/4"CW UP INTOWALL ABOVE
3/4" HW UP INTOWALL ABOVE
3" CO
2" W UP INTOWALL ABOVE(TYP)
3" CO
2" W ABOVECEILING LEVEL
2" CO
2" W UPINTO WALLABOVE
2" W UPINTO WALLABOVE
2" W UP INTOWALL ABOVE
CONNECT NEW 2" WTO (EX) 4" W ABV CLG
1 1/4" CW, 1" HW& 3/4" HWCABOVE CEILING
3/4"
5" RL & ORL UP TOCHASE ABOVE
CIRCUIT SETTERBALANCE VALVE,SET AT 3 GPM
3" CO
3"W
2" CO
3/4"
HOLD TIGHT TOSTRUCTURE TOAVOID RAISEDCEILINGS
3"CO
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TOLAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".
7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSETFLUSH VALVE SHALL BE NO MORE THAN 19'-6".
8. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
FIRST FLOOR PLUMBING PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PL101
1/8" = 1'-0"1
FIRST FLOOR PLUMBING PLANN
4' 8' 16'
1/8" = 1'-0"
0'
N 1" = 80'-0"
KEY PLAN LEVEL 1
04/04/2018
H
G
Ea
E
D
C
ACAB
ACAC
ACAD
ACAD.7
ACAD.8
ACAE
ACAE.1
ACAF
ACAG
ACAH
D.8
D.1
0.8
(EX)3/4"
(EX)8" RL
(EX)4" W
(EX)8" RL
(EX
)2"
(EX)2"
(EX)3" W
STORAGE
F179
WAITING
F174
CONSULT 1
F174A
CONSULT 2
F174BCONSULT 3
F174C
TRAVEL
E140
AGENT CASHIER
E142
SWAMP
F176
CORRIDOR
F1F23
?
?
CORRIDOR
F1F22
?
?
STAIR #11
F173
F.M.S. ENG.
F170
PINPOINT TRAVEL
E144
VAULT
F178
OFFICE
F175
OFFICE
F164
OFFICE
F162
OFFICE
F161
OFFICE
F160
OFFICE
F159
MED ADMIN
E141
LOBBY
C1E3
CORR
F1F21
F177B
PHARMACY WORK
F177
DISPENSING
F177A
VALET
C1E34
INFO. DESK
C1E35
VESTIBULE
C1E32
W.C. STOR
E101
LOBBY
C1E3
ENTR. VEST.
E1100
P-414
1 1/2" V UP INTOWALL ABOVE
3" W DOWN INCHASE TOBELOW FLOORW/ 4"CO AT BASE
CAP 2" WASTE LINEABOVE CEILING LEVELFOR FUTURE
P-801
5" RL & ORL DOWNTO BELOW FLOOR
RL
RL
2" W UP INTOWALL ABOVE
3" W & 2" V UPTO MOP BASIN
2" W UP INTOWALL ABOVE3" W UP INTOCHASE ABOVE
CONNECT NEW 3" WTO (EX)4" W ABV CLG
CONNECTNEW LINESTO EXISTING
NEW 8" RL, 4" W, 3" V,2 1/2" CW, 1 1/2" HW, &3/4" HWC UP INTOCHASE ABOVE
CONNECT NEW 3/4"HWC, 1" HW & 1 1/4"CW TO (EX) 3/4" HWC,1 1/4" HW & 2" CWABOVE CEILING
1" HW & 1 1/4"CW UP INTOWALL ABOVE
3/4" HW UP INTOWALL ABOVE
3" CO
2" W UP INTOWALL ABOVE(TYP)
3"CO
2" CO
2" W UP INTOWALL ABOVE
2" W UP INTOWALL ABOVE
2" W UP INTOWALL ABOVE
CONNECT NEW 2" WTO (EX)4" W ABV CLG
1 1/4" CW, 1" HW& 3/4" HWCABOVE CEILING
3/4"
5" RL & ORL UPTO CHASE ABOVE
CIRCUIT SETTERBALANCE VALVE
3"W
3" CO2" W DOWN TO BELOWFLOOR W/ CO AT BASE
3" CO
3/4"CW
HOLD TIGHT TOSTRUCTURE TOAVOID RAISEDCEILINGS
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TOLAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".
7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSETFLUSH VALVE SHALL BE NO MORE THAN 19'-6".
8. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
FIRST FLOOR PLUMBING - BID DEDUCT #1
COLUMBIA, MO
JAM DBB04/03/2018
PL101.1
1/8" = 1'-0"1
FIRST FLOOR PLUMBING PLAN - BID DEDUCT #1N
4' 8' 16'
1/8" = 1'-0"
0'
1" = 80'-0"
KEY PLAN LEVEL 1N
04/04/2018
H
G
Ea
E
D
C
ACAB
ACAC
ACAD
ACAD.7
ACAD.8
ACAE
ACAE.1
ACAF
ACAG
ACAH
D.8
D.1
0.8
(EX)3/4"
(EX)8" RL
(EX)4" W
(EX)8" RL
(EX
)2"
(EX)2"
(EX)3" W
?
?
OFFICE
F164OFFICE
F162
OFFICE
F161
OFFICE
F160OFFICE
F159
LOBBY
C1E3
CORR
F1F21
VALET
C1E34
INFO. DESK
C1E35
VESTIBULE
C1E32
W.C. STOR
E101
LOBBY
C1E3
1 1/2" V UP INTOWALL ABOVE
3" W DOWN TO BELOWFLOOR W/ 4" CO AT BASE
P-801
5" RL & ORL DOWNTO BELOW FLOOR
RL
RL
2" W UPINTO WALLABOVE
3" W & 2" V UPTO MOP BASIN
2" W UP INTOWALL ABOVE
3" W UP INTOCHASE ABOVE
CONNECT NEW 3" WTO (EX)4" W ABVCLG
CONNECTNEW LINESTO EXISTING
NEW 8" RL, 4" W, 3" V,2 1/2" CW, 1 1/2" HW, &3/4" HWC UP INTOCHASE ABOVE
CONNECT NEW 3/4"HWC, 1" HW & 1 1/4" CWTO (EX) 3/4" HWC,1 1/4" HW & 2" CWABOVE CEILING
1" HW & 1 1/4"CW UP INTOWALL ABOVE
3/4" HW UP INTOWALL ABOVE
3" CO
2" W UP INTOWALL ABOVE(TYP)
3" CO
2" CO
2" W UP INTOWALL ABOVE
2" W UP INTOWALL ABOVE
2" W UPINTO WALLABOVE
CONNECT NEW 2" WTO (EX)4" W ABV CLG
1 1/4" CW, 1" HW& 3/4" HWCABOVE CEILING
3/4"
5" RL & ORL UP TOCHASE ABOVE
CIRCUIT SETTERBALANCE VALVE,SET AT 3 GPM
CAP 2" WASTE LINEABOVE CEILING LEVELFOR FUTURE
ROUGH IN WATERWASTE AND VENTFOR FUTURE SINK
3"W
3" CO 2" W DOWN TO BELOWFLOOR W/ CO AT BASE.
3"CO
3/4"CW
HOLD TIGHT TOSTRUCTURE TOAVOID FUTURERAISED CEILING
GENERAL NOTES1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST
AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TOLAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".
7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSETFLUSH VALVE SHALL BE NO MORE THAN 19'-6".
8. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREAS
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
FIRST FLOOR PLUMBING - BID DEDUCT #2
COLUMBIA, MO
JAM DBB04/03/2018
PL101.2
1/8" = 1'-0"1
BID DEDUCT #2 - FIRST FLOOR PLUMBING PLANN4' 8' 16'
1/8" = 1'-0"
0'
1" = 80'-0"
KEY PLAN LEVEL 1N
04/04/2018
(EX
)3/4
"
(EX
)3/4
"
(EX
)2"
(EX
)8"
(EX)5"
(EX
)5"
(EX)8"
(EX
)2"
(EX
)1 1
/4"
(EX
)1"
(EX
)1"
(EX)1"
(EX)1 1/4"(EX)1"
(EX)2"
(EX)3/4" (EX)3/4"
(EX
)2"
(EX)3/4"
(EX
)2"
WAITING / DILATION
E209
DIRTY
E253
ELEC
F252
SWAMP
E215
LASER
E255
TLT
F253
EXAM 1
E226
EXAM 2
E225
EXAM 3
E223
EXAM 4
E222
EXAM 5
E221
EXAM 6
E219
EXAM 7
E218
EXAM 8
E217FUNDUS
E216
VISUAL FIELDS
E211
VISUAL FIELDS
E212
REFRAC
E212A
PROCEDURE
E213
EXAM 9
E220
JAN
E205
EQUIP
E205A
N.S.
E211A
WORK RM.
E224A
REFRAC
E210
IMAGING
F256
EXAM 10
F273
EXAM 22
F258
EXAM 21
F259
EXAM 11
F272EXAM 12
F271
EXAM 13
F270
EXAM 14
F269
EXAM 18
F262
EXAM 19
F261
EXAM 20
F260
EXAM 15
F267
EXAM 16
F266
EXAM 17
F265
WAITING DILATION
F257
WAITING
E206
CORR
C2E3
CORR
C2E2
CORR
C2E1
CORR
C2F21
STAIR #11
F248
CORR
C2F22
CORR
C2F24
CORR
C2F23
WAITING
F263
NURSE
F264
WAITING
F268
PRE- CATARACT
E214
CLEAN
E254
ADMIN OFFICE
F255
ADMIT
E224
HALL
C2E4
EXAM
F247
EXAM
F244
EXAM
F243
EXAM
F241
EXAM
F240
CORR
C2F20
NEW 8" RL, 4" W, 3" V, 3/4"HWC,1 1/2" HW,& 2 1/2"CW DOWN IN CHASE.
P-414
P-414 P-414 P-414
P-414
P-414 P-414 P-414 P-414 P-414
P-414
P-414
P-414
P-414
P-414
P-502
P-115
3" VTR
D.8
D.1
C.3
B.8
0.2
5" RL & ORLDOWN IN CHASE
5" RD(3246 SQ FT)
5" ORD(3246 SQ FT)
P-414P-414
1 1/2"V
2"V
2"V
1 1/2"V
3/4" HW DOWNIN WALL
1 1/2" V DOWN
1" HW & 1 1/4" CWDOWN IN WALL
3/4"
1"P-710
3/4"
P-414
P-414P-414
P-804
CONNECT 2" VTO (EX)4" V
1 1/2" CONDDRAIN UP TORTU
CD
CD
2"V
1/2" DRAIN AND 1" CWUP TO P-813 ON ROOFSEE DTL 1/PL401
1 1/2" CONDDRAIN ABOVECEILING
CD
DRAIN DOWN IN WALLAND TERMINATEABOVE MOP BASIN
VALVE & CAP 1 1/4" CW& 1" HW FOR FUTURE
(EX) LAVATORY TOREMAIN (TYP 8PLACES)
VALVE AND CONNECT 1/2"HW & CW TO (EX)1" HW &1" CW
CONNECT 1 1/2"VENT LINE TO(EX) VENT THISAREA
VALVE & CONNECT 1 1/4" CWAND 1/2" HW TO (EX) 2" CW AND(EX) 1 1/4" HW ABOVE CEILING
(EX
)2"
VALVE & CAP 1/2"HW FOR FUTURE
VALVE ANDCONNECT 3/4"HW & CW TO (EX)1" HW & CWLINES.
VALVE ANDCONNECT 1/2"HW & CW TO (EX)1" HW & CWLINES.
1/2
"1/2
"WHA-A
1"
1"
RLORL
D
D
D
INSTALL DRAIN COOLER ONWALL ABOVE MOP BASIN.VALVE & CONNECT 1/2"CWTO DRAIN COOLER. RUNDRAIN COOLER DRAIN LINETO ABOVE MOP BASIN.
3/4" DRAIN LINEABOVE CEILING. RUNTO DRAIN COOLER.
1/2" DRAIN LINE FROMHUMIDIFER (TYP 2 PLACES)
D
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TOLAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".
7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSETFLUSH VALVE SHALL BE NO MORE THAN 19'-6".
8. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREA
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
SECOND FLOOR PLUMBING PLAN
COLUMBIA, MO
JAM DBB04/03/2018
PL102
1/8" = 1'-0"1
PLUMBING PLAN - SECOND FLOOR4' 8' 16'
1/8" = 1'-0"
0'
N
1" = 80'-0"
KEY PLAN LEVEL 2N
04/04/2018
D.8
D.1
C.3
B.8
0.2
(EX
)3/4
"
(EX
)3/4
"
(EX
)2"
(EX
)8"
(EX)5"(E
X)5
"
(EX)8"
(EX
)2"
(EX
)1 1
/4"
(EX
)1"
(EX
)1"
(EX)1"
(EX)1 1/4"(EX)1"
(EX)2"
(EX)3/4" (EX)3/4"
(EX
)2"
(EX)2"(EX)3/4"
(EX
)2"
WAITING / DILATION
E209
DIRTY
E253
ELEC
F252
SWAMP
E215
LASER
E255
TLT
F253
EXAM 1
E226
EXAM 2
E225
EXAM 3
E223
EXAM 4
E222
EXAM 5
E221
EXAM 6
E219
EXAM 7
E218
EXAM 8
E217FUNDUS
E216
VISUAL FIELDS
E211
VISUAL FIELDS
E212
REFRAC
E212A
PROCEDURE
E213
EXAM 9
E220
JAN
E205
EQUIP
E205A
N.S.
E211A
WORK RM.
E224A
REFRAC
E210
IMAGING
F256
EXAM 10
F273
EXAM 22
F258
EXAM 21
F259
EXAM 11
F272EXAM 12
F271
EXAM 13
F270
EXAM 14
F269
EXAM 18
F262
EXAM 19
F261
EXAM 20
F260
WAITING DILATION
F257
WAITING
E206
CORR
C2E3
CORR
C2E2
CORR
C2E1
CORR
C2F21
STAIR #11
F248
CORR
C2F22
CORR
C2F24
CORR
C2F23
WAITING
F263
NURSE
F264
WAITING
F268
PRE- CATARACT
E214
CLEAN
E254
ADMIN OFFICE
F255
ADMIT
E224
HALL
C2E4
EXAM
F247
EXAM
F244
EXAM
F243
EXAM
F241
EXAM
F240
CORR
C2F20
NEW 8" RL, 4" W, 3" V, 3/4"HWC,1 1/2" HW,& 2 1/2"CW DOWN IN CHASE.
P-414
P-414 P-414 P-414
P-414
P-414 P-414 P-414 P-414 P-414
P-414
P-414
P-502
P-115
3"VTR
5" RL & ORLDOWN IN CHASE
5" RD(3246 SQFT)
5" ORD(3246 SQ FT)
P-414 P-414
1 1/2"V
2"V
3/4" HW DOWN IN WALL
1 1/2" V DOWN
1" HW & 1 1/4" CWDOWN IN WALL
1"P-710
P-414
P-414P-414
P-804
CONNECT 2" VTO (EX)4" V
1 1/2" COND DRAIN UPTO RTU
CD
CD
1/2" DRAIN AND 1" CW UPTO P-813 ON ROOF SEEDTL 1/PL401
1 1/2" CONDDRAIN ABOVECEILING
CD
1 1/2" COND DRAINDOWN IN WALLAND TERMINATEABOVE MOP BASIN
VALVE & CAP 1 1/4" CW& 1" HW FOR FUTURE
(EX) LAVATORY TOREMAIN (TYP 8PLACES)
VALVE AND CONNECT 1/2"HW & CW TO (EX)1" HW &1" CW
CONNECT 1 1/2"VENT LINE TO (EX)VENT THIS AREA
VALVE & CAP 1/2" HWCFOR FUTURE
VALVE & CAP 3/4" CW &3/4" HW FOR FUTURE
CAP 2" V ABOVECEILING FOR FUTURE
VALVE & CONNECT 1 1/4" CWAND 1/2" HW TO (EX) 2" CW AND(EX) 1 1/4" HW ABOVE CEILING
VALVE ANDCONNECT 3/4"HW & CW TO (EX)1" HW & CWLINES.
VALVE ANDCONNECT 1/2"HW & CW TO (EX)1" HW & CWLINES.
1/2
"1/2
"
WHA-A1"
RLORL
1"
INSTALL DRAIN COOLER ONWALL ABOVE MOP BASIN.VALVE & CONNECT 1/2"CWTO DRAIN COOLER. RUNDRAIN COOLER DRAIN LINETO ABOVE MOP BASIN.
3/4" DRAIN LINEABOVE CEILING. RUNTO DRAIN COOLER.
1/2" DRAIN LINE FROMHUMIDIFER (TYP 2 PLACES)
DD
DD
GENERAL NOTES
1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BESTAVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFYEXISTING CONDITIONS AND DIMENSIONS.
2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BECLOSELY COORDINATED WITH THE EXISTING CONDITIONS ANDTHE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISHPENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENTSURFACES.
3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.COORDINATE WITH EXISTING EQUIPMENT, PIPING ANDDUCTWORK. NEW PIPING SHALL RISE AND DROP, JOG OROFFSET AS REQUIRED TO AVOID CONFLICTS. DUCTWORK SHALLTAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADEMUST BE MAINTAINED FOR DRAINAGE. ANY EXPENSES RISINGFROM LACK OF COORDINATION SHALL BE MADE AT THECONTRACTOR’S EXPENSE.
4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FORPHASING OF DEMOLITION AND NEW WORK. ADJACENT AREASARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELYWITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTIONTO BE AS LEAST DISRUPTIVE AS POSSIBLE.
5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR ASDIRECTED BY THE COR.
6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TOLAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".
7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSETFLUSH VALVE SHALL BE NO MORE THAN 19'-6".
8. COMPLETE COORDINATION OF DRAWINGS SHALL BE REQUIRED
BY PARAGRAPH "SUBMITTAL" IN SPECIFICATION SECTION 220511.
CONSTRUCTION SHALL NOT START ON ANY SYSTEM UNTIL THE
COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA.
ADDITION
REMODELAREA
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
SECOND FLOOR PLUMBING - BID DEDUCT
#1
COLUMBIA, MO
JAM DBB04/03/2018
PL102.1
1/8" = 1'-0"1
SECOND FLOOR PLUMBING PLAN - BID DEDUCT #14' 8' 16'
1/8" = 1'-0"
0'
N
1" = 80'-0"
KEY PLAN LEVEL 2
04/04/2018
1ROOF HYDRANT DETAIL (P-813)
SCALE: NONE2
PIPE PENETRATION THROUGH WALLS BELOW GRADE
SCALE: NONE
ROOF DECKING.
INSULATION.
CAST IRON HYDRANTSUPPORT ASSEMBLY.
DIVERTER ASSEMBLY.GALVANIZED STEELPIPE CASING.
LEVER OPERATOR
BRASS BACKFLOWPREVENTER WITH3/4" MALE HOSETHREAD OUTLET. ADJUSTABLE LINK
VALVE BODY FOR AUTOMATIC
DRAIN-DOWN OF HYDRANT.
TRANSITION FROM BRANCH
PIPING SIZE TO HYDRANT
INLET SIZE AS REQUIRED.
INSULATED BRANCH COLD
ROOFING, THE GENERAL
CONTRACTOR SHALL FLASH/
SEAL HYDRANT PENETRATION.
EPDM BOOT AND WELL SEAL.
MOUNTING SYSTEM
PROVIDED BY HYDRANT
MANUFACTURER.
INSULATED 1/2" COPPER DRAIN
LINE, PIPE WITH SLOPE TO
APPROVED LOCATION OR
AS INDICATED ON THE
PLUMBING FLOOR PLANS.
WATER PIPING.
[50m
m]
FLEXIBLE EXPANSION JOINT MIN.DEFLECTION 15" [375mm] MIN. EXPANSION4" [100mm]
RESILIENT WATERPROOFCAULKING
5/8" [16mm] ROD
2"
WELD
PIPE CENTERED INSLEEVE
1/4"x1/4" [6x6mm] IRONPIPE CLAMP
STANDARD WEIGHT GAL. STEELPIPE SLEEVE
1/4"x1/4" [6x6mm] IRONPIPE STRAP
MODULAR TYPE WALLPENETRATION SEAL
FLANGED CONNECTION
[100
mm
]
INTERIOR SIDE OFEXISTING WALL
4"
EXTERIOR SIDE OF EXISTING CONCRETE WALL
1/4" [6MM] STEEL PLATE WATER STOP & ANCHOR COLLAR
STAINLESS STEEL BOLTS, NUTS, & WASHERS
1 1/2"V
2"V1 1/2"V
1 1/2"V
1 1/2"V
1 1/2"V
2"V
1 1/2"V
2"V
3"W
3"W
3"W
3"W
4"W
3" VTR
P-414
P-414
P-414
3"CO
3"CO
P-414
CONNECT 4"WTO (EX)4"WABOVE CEILING
P-414
ABOVE FIRSTFLOOR CEILING
P-414
2"W BELOWFLOOR
P-414
P-414
P-414
3"W DOWNIN WALL
4" WALL CO
2"CO
2"W BELOWFLOOR
2"W DOWNIN WALL
2" WALL CO
P-414
4"W BELOWFLOOR
PENETRATIONOF (EX) WALL
1/2" DRAIN LINE UPTO HUMIDIFIER(TYP 2 PLACES)
3/4" DRAIN LINEABOVE CEILING
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
PLUMBING DETAILS
COLUMBIA, MO
JAM DBB04/03/2018
PL401
3PLUMBING VENT & RISER DETAIL
SCALE: NONE
04/04/2018
MARK
P-115
DESCRIPTION
WATER CLOSET
FLOOR MTD
WASTEPIPE IN
3
VENTPIPE IN
2
COLDWATER IN
1.25
HOTWATER IN
--
WASTEFIXTURE
6
UNITS
WATERFIXTURE
10
UNITS
WRISTBLADE
N/A
HANDLES
ELECTRICSENSOR
YES
REMARKS
P-414 LAVATORY 2 1.5 .5 .5 2 2 YES NO
PLUMBING FIXTURE SCHEDULE
P-502 3 2 .75 .75 3 4 N/A NOSERVICE SINK
P-710 -- -- .5 .5 0 0 NO NOEMERGENCY
EYE AND FACEWASH
P-801 WALL HYDRANT .75 N/A N/A-- -- -- -- 5
P-804 HOSE BIBB .75 N/A N/A-- -- -- -- --
COMPLETE LAYOUT DRAWINGS SHALL BE REQUIRED BY SPECIFICATION PARAGRAPH, SUBMITTALS.
CONSTRUCTION WORK SHALL NOT START ON ANY SYSTEM UNTIL THE LAYOUT DRAWINGS HAVE
BEEN APPROVED BY VA.
P-813 ROOF HYDRANT 1.0 N/A N/A-- -- -- -- --
FLOOR MTD BACK OUTLET 1.28 GPF
PLUMBING FIXTURE DESCRIPTION
P-115: WATER CLOSET:
BASED ON AMERICAN STANDARD 3312.001 “HURON” FLOOR MOUNTED, BACK OUTLET ELONGATED VITREOUS CHINA WATER CLOSET WITH
TOP SPUD, ANGLE BACK AND BASE, 17-1/8” RIM, BOLT CAPS - SLOAN OPTIMA 111-1.28 ES-S TMO HARD-WIRED SENSOR OPERATED FLUSH
VALVE WITH VACUUM BREAKER, TAILPIECE, DUAL FILTERED BYPASS, TRUE MECHANICAL OVERRIDE - FLOOR MOUNTED CARRIER - WHITE
SOLID PLASTIC ELONGATED OPEN FRONT SEAT, LESS COVER. SET WATER CLOSET SO THAT CENTERLINE IS 16”-18” FROM NEAREST WALL.
P-414: LAVATORY:
BASED ON KOHLER K-2005 “KINGSTON” 20”X18” WALL HUNG VITREOUS CHINA LAVATORY WITH 4” CENTERS, FRONT OVERFLOW, DRILLED FOR
CONCEALED ARM CARRIER - CHICAGO FAUCET 895-317FCXKCP DECK MOUNTED LAVATORY FAUCET WITH GOOSENECK SPOUT, 1.5 GPM
LAMINAR FLOW DEVICE IN SPOUT, WRISTBLADE HANDLES, CERAMIC DISC CARTIDGES - PROVIDE DRAIN WITH GRID STRAINER - CHROME
PLATED WALL SUPPLIES WITH LOOSE KEY STOPS - 1-1/4” CHROME PLATED CAST BRASS “P” TRAP - FLOOR MOUNTED CONCEALED ARM
CARRIER - INSULATE “P” TRAP AND HOT WATER SUPPLY.
P-502: SERVICE SINK, FLOOR MOUNTED:
BASED ON STERN WILLIAMS SB-1700 24”X24”X12” DEEP TERRAZZO MOP BASIN WITH DROP FRONT AND STAINLESS STEEL CAP - CAST BRASS
DRAIN WITH STAINLESS STEEL STRAINER - CHICAGO FAUCET 540-LD897SWXFXKCP SERVICE SINK FAUCET WITH INTEGRAL CHECKSTOPS,
SPOUT WITH BUCKET HOOK, 3/4" HOSE THREAD END, VACUUM BREAKER, ADJUSTABLE TOP BRACE, CERAMIC DISC CARTRIDGE - STAINLESS
STEEL BACKSPLASH PANELS ON ADJACENT WALLS - 3” CAST IRON “P” TRAP.
P-710: EMERGENCY EYE AND FACE WASH:
BASED ON BRADLEY S19-270JW WALL MOUNT, SWING DOWN EYE/FACEWASH - BRADLEY S19-2000 THERMOSTATIC MIXING VALVE WITH
TEMPERATURE GAUGE ABOVE CEILING - INSTALL PRESSURE REDUCING VALVE WITH 3-VALVE BYPASS BEFORE TMV. INSTALL
EYE/FACEWASH SO THAT IT CAN SWING DOWN OVER SINK WITHOUT INTERFERING WITH FAUCET OPERATION.
P-801: WALL HYDRANT:
BASED ON WOODFORD MODEL 65 AUTOMATIC DRAINING, FREEZELESS WALL HYDRANT WITH ASSE 1011 APPROVED VACUUM BREAKER.
P804: HOSE BIBB:
BASED ON CHICAGO FAUCET 387-XKCP HOSE BIBB WITH CERAMIC CARTRIDGE, 3/4" HOSE THREAD OUTLET.
P-813: ROOF HYDRANT:
BASED ON WOODFORD RHY2-MS FREEZELESS ROOF HYDRANT WITH ROOF MOUNTING SYSTEM, 3/4” BRASS HOSE NOZZLE WITH BACKFLOW
PREVENTER.
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofRevisions: Date
CONSULTANTS: ARCHITECT/ENGINEERS:
--
Office ofConstructionand FacilitiesManagement
one eighth inch = one foot 16
84
0
B
A
C
D
E
F
three inches = one foot
6"
10
6"
one and one half inches = one foot
one inch = one foot
20
6"
6"
02
three quarters inch = one foot
one half inch = one foot
40
three eighths inch = one foot
40
04
8
one quarter inch = one foot
VA FORM 08-6231
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
OFFEROR:EXPAND PHARMACY AND LOBBY 589-334
1
PLUMBING SCHEDULES
COLUMBIA, MO
JAM DBB04/03/2018
PL50104/04/2018