general notes general demolition notes

14
~ ~ ~ ~ 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 WORK POINT 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 OXYGEN O2 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 EWS EX 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 STATION EXISTING FAHRENHEIT FLOOR DRAIN FLOOR SINK FIXTURE UNITS CONTRACTING OFFICER'S REPRESENTATIVE COR HW HWC DOMESTIC HOT WATER DOMESTIC HOT WATER CIRC CIRCUIT SETTER HWCP DOMESTIC HOT WATER CIRCULATION PUMP CONDENSATE DRAIN CD RAINLEADER RL FLOOR CLEANOUT FLOOR CLEANOUT FCO HYD HYDRANT WH WALL HYDRANT ORL OVERFLOW RAIN LEADER SW STORM WATER OVERFLOW RAINLEADER ORL 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. of Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS: -- Office of Construction and Facilities Management one eighth inch = one foot 16 8 4 0 B A C D E F three inches = one foot 6" 1 0 6" one and one half inches = one foot one inch = one foot 2 0 6" 6" 0 2 three quarters inch = one foot one half inch = one foot 4 0 three eighths inch = one foot 4 0 0 4 8 one quarter inch = one foot VA FORM 08-6231 1 2 3 4 5 6 8 7 9 F E D C B A 9 7 8 6 5 4 3 2 1 OFFEROR: EXPAND PHARMACY AND LOBBY 589-334 1 PLUMBING COVER SHEET COLUMBIA, MO JAM DBB 04/03/2018 PP001 1. VERIFY JOB SITE CONDITIONS AND DIMENSIONS BEFORE BEGINNING WORK. PLANS ARE SCHEMATIC 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 CODE REQUIREMENTS. 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 IN OPERATION DURING THE PROJECT TO PREVENT DAMAGE DURING DEMOLITION AND PHASING. 6. REMOVE ALL EXISTING EQUIPMENT, DUCTWORK AND PIPING THAT IS NOT REQUIRED FOR A WORKING 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 TAKE PRECEDENCE OVER ALL PIPING, EXCEPT WHERE GRADE MUST BE MAINTAINED FOR DRAINAGE. REWORK OF INSTALLED WORK TO RESOLVE CONFLICTS RISING FROM LACK OF COORDINATION SHALL NOT JUSTIFY AN INCREASE IN THE CONTRACT AMOUNT. 10. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE FIRE STOPPED BY THE TRADE MAKING THE PENETRATION. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. 11. DO NOT ROUTE PIPING OR DUCTWORK OVER ELECTRICAL PANELS OR EQUIPMENT. PIPING OR 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 NEAREST APPROVED RECEPTOR WHERE REQUIRED. 12. COORDINATE SIZE AND LOCATION OF ACCESS DOORS IN CONSTRUCTION REQUIRED FOR ACCESS 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 ACCESS DOORS FOR INSTALLATION BY CONTRACTOR AS REQUIRED TO SERVICE CONCEALED DAMPERS, 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 ON ANY SYSTEM UNTIL THE COORDINATION DRAWINGS HAVE BEEN APPROVED BY VA. 18. THIS IS A LIFE SAFETY BUILDING WHICH MEANS IT SHALL REMAIN REASONABLY OPERATIONAL IN THE CASE OF A SEISMIC EVENT. THEREFORE ALL STATIONARY EQUIPMENT ON THE FLOOR SHALL BE FIXED RIGIDLY TO THE STRUCTURE. ALL HANGING PIPING SHALL BE BRACED TO THE STRUCTURE. REFER TO SPECIFICATION SECTION 130541. 1. VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. BRING ANY DISCREPANCIES FROM THE DRAWINGS AND NOTES TO THE ARCHITECT IMMEDIATELY. MINOR CHANGES IN THE SCOPE OF THE DEMOLITION WORK SHALL NOT JUSTIFY AN ADDITIONAL COST. 2. REMOVAL OF EXISTING FIXTURES AND EQUIPMENT WILL REQUIRE ISOLATING THE PIPING RISERS OR MAINS VIA SHUT-OFF VALVES. INSTALL NEW ISOLATION VALVES WHERE REQUIRED FOR COMPLETION OF WORK. 3. REMOVAL OF EXISTING PLUMBING FIXTURES AND EQUIPMENT, ETC. WILL REQUIRE CAPPING AND SEALING EXISTING MAINS OR BRANCHES AS NECESSARY AND REQUIRED TO ALLOW THE REMAINING SYSTEMS TO FULLY OPERATE WITHOUT DEGRADATION. CONTRACTOR SHALL PROVIDE PROTECTIVE PLASTIC DROP CLOTHS TO PROTECT THE EXISTING OCCUPIED AREAS AND EQUIPMENT FROM DUST AND DEBRIS DURING THE CONSTRUCTION WORK, AND SHALL CLEAN THE AREAS OF ALL CONSTRUCTION DIRT DAILY, AND UPON COMPLETION OF THE WORK. REFER TO GENERAL CONDITIONS AND DIVISION 1 SECTIONS IN THE SPECIFICATIONS. 4. ALL DRAINED PIPING RISERS AND MAINS SHALL BE REFILLED WITH PROPER FLUID AND PROPERLY VENTED BY THIS CONTRACTOR, ONCE NEW WORK HAS BEEN INSTALLED. 5. COORDINATE WITH GENERAL CONTRACTOR THE REMOVAL AND REPLACEMENT OF ALL EXISTING CEILINGS, WALLS, ETC. AS REQUIRED FOR MECHANICAL DEMOLITION WORK. 6. EXISTING PIPING AND EQUIPMENT, ETC., NOT TO BE UTILIZED IN THE COMPLETED BUILDING SHALL BE DISCONTINUED OR REMOVED AS REQUIRED. ALL ENDS OF DISCONTINUED PIPING SHALL BE CAPPED IN THE NEAREST WALL, CEILING OR FLOOR SO THAT THEY ARE COMPLETELY CONCEALED. OPENINGS LEFT IN WALLS, CEILINGS, ETC., WHERE EQUIPMENT AND PIPE, ETC., ARE REMOVED AND NOT REPLACED, SHALL BE PATCHED NEATLY WITH SIMILAR MATERIAL TO ADJACENT CONSTRUCTION. REFER TO DRAWINGS DELINEATING NEW WORK FOR ADDITIONAL INFORMATION REGARDING SYSTEMS OR PORTIONS OF SYSTEMS WHERE USE IS TO BE DISCONTINUED. 7. EXISTING PIPING, FIXTURES AND EQUIPMENT THAT ARE NOT TO BE REUSED SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE OWNER IF THEY WISH TO RETAIN OWNERSHIP OF SAME. IF NOT, EQUIPMENT SHALL BECOME THE PROPERTY OF THIS CONTRACTOR AND SHALL BE REMOVED FROM THE SITE AS SOON AS PRACTICAL AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS. 8. ALL CUTTING AND CHANNELING OF EXISTING BUILDING SHALL BE ACCOMPLISHED IN A NEAT AND WORKMANLIKE MANNER WITHOUT REMOVAL OF EXCESS MATERIALS. THIS CONTRACTOR SHALL PATCH AND REPLACE WITH MATERIAL SIMILAR TO ADJACENT CONSTRUCTION. 9. WHERE EXISTING PIPING AND EQUIPMENT, ETC., THAT ARE TO BE UTILIZED IN THE COMPLETED PROGRAM CONFLICT WITH NEW CONSTRUCTION AND THE REQUIRED DEMOLITION, THEY SHALL BE RELOCATED AND RECONNECTED TO MAINTAIN THE DESIRED SERVICE. 10. PORTIONS OF EXISTING SYSTEMS MAY BE SHOWN FOR CLARITY EVEN THOUGH IT MAY NOT BE NECESSARY TO MODIFY OR REVISE THEM. ALL EXISTING SYSTEMS ARE SHOWN BASED ON ORIGINAL OR REMODEL BUILDING DRAWINGS. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS. 11. ALL WORK MUST BE COORDINATED AND SCHEDULED WITH THE OWNER AND OCCUPANTS OF THIS BUILDING SO AS TO PROVIDE THE LEAST AMOUNT OF DISRUPTION OF BUILDING ACTIVITIES AS POSSIBLE. 12. ALL ACCESSIBLE ABANDONED PIPING AND DUCTWORK SHALL BE REMOVED AND PROPERLY DISPOSED OF. GENERAL NOTES GENERAL DEMOLITION NOTES PLUMBING SHEET INDEX PP001 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

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Page 1: GENERAL NOTES GENERAL DEMOLITION NOTES

~

~

~

~

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

Page 2: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 3: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 4: GENERAL NOTES GENERAL DEMOLITION NOTES

(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

Page 5: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 6: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 7: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 8: GENERAL NOTES GENERAL DEMOLITION NOTES

(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

MAIL

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

Page 9: GENERAL NOTES GENERAL DEMOLITION NOTES

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

MAIL

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

Page 10: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 11: GENERAL NOTES GENERAL DEMOLITION NOTES

(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

Page 12: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 13: GENERAL NOTES GENERAL DEMOLITION NOTES

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

Page 14: GENERAL NOTES GENERAL DEMOLITION NOTES

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