36C25518R0539-0001007.pdf

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

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

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 REPRESENTATIVECOR

HW

HWC

DOMESTIC HOT WATER

DOMESTIC HOT WATER CIRC

CIRCUIT SETTER

HWCP DOMESTIC HOT WATER CIRCULATION PUMP

CONDENSATE DRAINCD

RAINLEADERRL

FLOOR CLEANOUT

FLOOR CLEANOUTFCO

HYD HYDRANT

WH WALL HYDRANT

ORL OVERFLOW RAIN LEADER

SW STORM WATER

OVERFLOW RAINLEADERORL

PLUMBING PIPING TO BE REMOVED

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 of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

PLUMBING COVER SHEET

COLUMBIA, MO

JAM DBB04/03/2018

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

REMOVE (EX)10"

STORM SEWER

BELOW GRADE

(EX)10" RL ABOVE

CEILING

(EX)4" W, 3" V, 3/4" HWC,

1 1/2" HW, & 2 1/2" CW UP

R L

RL

(EX)8" RL

(EX)8" RL

(EX)4" W

REMOVE (EX)2" W UP

TO DEMO'D LAVATORY.

CAP AT MAIN.

SEE CIVIL DRAWINGS

FOR EXTENT OF

REMOVAL

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

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 AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TO

BE AS LEAST DISRUPTIVE AS POSSIBLE.

6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/OR

WEEKENDS,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 PROJECT

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

BASEMENT PLUMBING DEMOLITION PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PD100

1/8" = 1'-0"

BASEMENT PLUMBING DEMOLITION PLAN

N

4' 8' 16'

1/8" = 1'-0"

0'

N 1" = 80'-0"

KEY PLAN - EXISTING

REMOVE (EX)10"

STORM SEWER

BELOW GRADE

(EX)10" RL ABOVE

CEILING

(EX)4" W, 3" V, 3/4" HWC,

1 1/2" HW, & 2 1/2" CW UP

R L

RL

(EX)8" RL

(EX)8" RL

(EX)4" W

(EX)2" W UP

SEE CIVIL DRAWINGS

FOR EXTENT OF

REMOVAL

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

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 AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TO

BE AS LEAST DISRUPTIVE AS POSSIBLE.

6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/OR

WEEKENDS,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 PROJECT

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

BASEMENT PLUMBING DEMOLITION PLAN -

BID DEDUCT #2

COLUMBIA, MO

JAM DBB04/03/2018

PD100.2

1/8" = 1'-0"

BID DEDUCT #2 - BASEMENT PLUMBING DEMOLITION PLANN

4' 8' 16'

1/8" = 1'-0"

0'

N 1" = 80'-0"

(EX)4" W ABOVE CEILING

R L

(EX)8" RL ABOVE CEILING

(EX)3" W ABOVE CEILING

RL

R L

(EX) WALL HYDRANT -

REMOVE CW BACK

TO MAIN AND CAP.

(EX)4" W UP INTO CHASE

(EX) 2" CW, 1 1/4" HW

& 3/4" HWC VALVED

AND CAPPED ABOVE

CEILING.

RELOCATE (EX) 8" RL, 2 1/2" CW,

1 1/2" HW, 3/4" HW, 3" V, & 4" W RISERS

INTO NEW CHASE ABOVE

REMOVE (EX)2" V

ABOVE CEILING

REMOVE (EX) LAVATORY

AND ASSOCIATED PIPING.

CAP AT MAINS.

H

G

Ea

E

D

D.8

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

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 AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TO

BE AS LEAST DISRUPTIVE AS POSSIBLE.

6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/OR

WEEKENDS,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 PROJECT

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

FIRST FLOOR PLUMBING DEMOLITION PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PD101

1/8" = 1'-0"

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 BEING

REMOVED. CAP AT MAIN.

2 REMOVE (EX) FLOOR DRAIN AND WASTE PIPING.

3 REMOVE (EX) PLUMBING FIXTURE AND ASSOCIATED PIPING.

1" = 80'-0"

H

G

Ea

E

D

D.8

(EX)4" W ABOVE CEILING

R L

(EX)8" RL ABOVE CEILING

(EX)3" W ABOVE CEILING

RL

R L

(EX) WALL HYDRANT -

REMOVE CW BACK

TO MAIN AND CAP.

(EX)4" W UP INTO CHASE

(EX) 2" CW, 1 1/4" HW

& 3/4" HWC VALVED

AND CAPPED ABOVE

CEILING.

RELOCATE (EX) 8" RL, 2 1/2" CW,

1 1/2" HW, 3/4" HW, 3" V, & 4" W RISERS

INTO NEW CHASE ABOVE

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

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 AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TO

BE AS LEAST DISRUPTIVE AS POSSIBLE.

6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/OR

WEEKENDS,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 PROJECT

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

FIRST FLOOR PLUMBING DEMOLITION - BID

DEDUCT #2

COLUMBIA, MO

JAM DBB04/03/2018

PD101.2

1/8" = 1'-0"

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 BEING

REMOVED. CAP AT MAIN.

2 REMOVE (EX) FLOOR DRAIN AND WASTE PIPING.

3 REMOVE (EX) PLUMBING FIXTURE AND ASSOCIATED PIPING.

1" = 80'-0"

REMOVE (EX) SINKS AND ASSOCIATED

PIPING BACK TO MAINS AND CAP.

REMOVE (EX) SINKS AND ASSOCIATED

PIPING BACK TO MAINS AND CAP.

REMOVE (EX) SINKS AND ASSOCIATED

PIPING BACK TO MAINS AND CAP.

REMOVE (EX) SINKS AND ASSOCIATED

PIPING BACK TO MAINS AND CAP.

REMOVE (EX) MEDICAL

GAS ZONE BOX

REMOVE (EX) WATER CLOSET &

LAVATORY, AND ASSOCIATED

PIPING BACK TO MAINS AND CAP.

RELOCATE (EX) 8"

RL, 4" W, 3" V, 3/4"

HWC, 1 1/2" HW,

1/2" CW DOWN.

R L

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" RL

ABV CLG

REMOVE (EX) VACUUM,

OXYGEN AND MED AIR

BACK TO (EX) VALVES

AND CAP

REMOVE (EX)

VACUUM, OXYGEN

AND MED AIR

PIPING ABOVE

CEILING

REMOVE (EX)

VACUUM, OXYGEN

AND MED AIR

PIPING ABOVE

CEILING

REMOVE (EX)

MED GAS

OUTLETS

REMOVE (EX)

MED GAS

ALARM PANEL

(EX) SINKS AND

ASSOCIATED PIPING TO

REMAIN (TYP 8 PLACES)

REMOVE (EX)

FLOOR DRAIN

REMOVE (EX) MOP

BASIN AND

EMERGENCY

EYEWASH AND

ASSOCIATED PIPING.

(EX)4" VTR

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

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 AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION TO

BE AS LEAST DISRUPTIVE AS POSSIBLE.

6. ALL DEMO WORK ON SHALL BE DONE AT NIGHT AND/OR

WEEKENDS,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

REMODEL

AREA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

SECOND FLOOR PLUMBING DEMOLITION

PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PD102

1/8" = 1'-0"

SECOND FLOOR PLUMBING DEMOLITION PLAN

4' 8' 16'

1/8" = 1'-0"

0'

N

N 1" = 80'-0"

KEY PLAN LEVEL 2

2" W UP INTO

WALL ABOVE

4" W UP INTO

WALL ABOVE

2" W UP INTO

WALL ABOVE

4" W ABV CLG

CONNECT NEW 4" W

TO (EX) 4" W ABV CLG

ACA

D

ACA

D.7

ACA

D.8

ACA

E

ACA

E.1

ACA

F

ACA

G

ACA

H

ACA

10.6

ACA

ACA

ACA

ACA

D.1

5" RL FROM

ABOVE

10" STORM SEWER

BELOW GRADE - SEE

CIVIL FOR CONTIN

SEE DTL 2/PL401 FOR DETAIL

OF PIPE PENETRATION

RL

CONNECT NEW 10"

STORM SEWER TO

(EX) STORM SEWER

(EST. FLOWLINE 4'

BELOW FIN. FLOOR)

10" STORM

SEWER BELOW

FLOOR

RL

(EX)10" RL

ABOVE CEILING

COORDINATE ROUTING OF

10" STORM SEWER TO

AVOID STRUCTURE

SLOPE 10" STORM SEWER

SO THAT IT PASSES BELOW

GRADE BEAM (SEE 4/S502)

TERMINATE 5" ORL

ABOVE GRADE WITH

DOWNSPOUT NOZZLE

5" ORL FROM

ABOVE

5" ORL BELOW RAMP

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED 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

REMODEL

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

BASEMENT PLUMBING PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PL100

1/8" = 1'-0"

BASEMENT PLUMBING PLAN

4' 8' 16'

1/8" = 1'-0"

0'

N

N 1" = 80'-0"

KEY PLAN LEVEL 1

(EX)3/4"

(EX)8" RL

(EX)4" W

(EX)8" RL

(E X

)2

(EX)2"

(EX)3" W

STORAGE

F179

WAITING

F174

CONSULT 1

F174A

CONSULT 2

F174B

CONSULT 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 INTO

WALL ABOVE

3" W DOWN IN CHASE

TO BELOW FLOOR W/

4"CO AT BASE

2" W DOWN TO BELOW

FLOOR W/CO AT BASE

P-801

H

G

Ea

E

D

C

ACA

B

ACA

C

ACA

D

ACA

D.7

ACA

D.8

ACA

E

ACA

E.1

ACA

F

ACA

G

ACA

H

D.8

D.1

0.8

5" RL & ORL DOWN

TO BELOW FLOOR

2" W UP INTO

WALL ABOVE (TYP)

RL

R L

2" W UP INTO

WALL ABOVE

3" W & 2" V UP

TO MOP BASIN

2" W UP INTO

WALL ABOVE

3" W UP INTO

CHASE ABOVE

CONNECT NEW 3" W

TO (EX) 4" W ABV

CLG

CONNECT

NEW LINES

TO EXISTING

NEW 8" RL, 4" W, 3" V,

2 1/2" CW, 1 1/2" HW, &

3/4" HWC UP INTO

CHASE ABOVE

CONNECT NEW 3/4"

HWC, 1" HW & 1 1/4"

CW TO (EX) 3/4" HWC,

1 1/4" HW & 2" CW

ABOVE CEILING

1" HW & 1 1/4"

CW UP INTO

WALL ABOVE

3/4" HW UP INTO

WALL ABOVE

3" CO

2" W UP INTO

WALL ABOVE

(TYP)

3" CO

2" W ABOVE

CEILING LEVEL

2" CO

2" W UP

INTO WALL

ABOVE

2" W UP

INTO WALL

ABOVE

2" W UP INTO

WALL ABOVE

CONNECT NEW 2" W

TO (EX) 4" W ABV CLG

1 1/4" CW, 1" HW

& 3/4" HWC

ABOVE CEILING

3/4"

5" RL & ORL UP TO

CHASE ABOVE

CIRCUIT SETTER

BALANCE VALVE,

SET AT 3 GPM

3" CO

3"W

2" CO

3/4"

HOLD TIGHT TO

STRUCTURE TO

AVOID RAISED

CEILINGS

3"CO

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED BY THE COR.

6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".

7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSET

FLUSH 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

REMODEL

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

FIRST FLOOR PLUMBING PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PL101

1/8" = 1'-0"

FIRST FLOOR PLUMBING PLAN

N

4' 8' 16'

1/8" = 1'-0"

0'

N 1" = 80'-0"

KEY PLAN LEVEL 1

Ea

E

D

C

ACA

B

ACA

C

ACA

D

ACA

D.7

ACA

D.8

ACA

E

ACA

E.1

ACA

F

ACA

G

ACA

H

D.8

D.1

0.8

(EX)3/4"

(EX)8" RL

(EX)4" W

(EX)8" RL

(E X

)2

(EX)2"

(EX)3" W

STORAGE

F179

WAITING

F174

CONSULT 1

F174A

CONSULT 2

F174B

CONSULT 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 INTO

WALL ABOVE

3" W DOWN IN

CHASE TO

BELOW FLOOR

W/ 4"CO AT BASE

CAP 2" WASTE LINE

ABOVE CEILING LEVEL

FOR FUTURE

P-801

5" RL & ORL DOWN

TO BELOW FLOOR

RL

R L

2" W UP INTO

WALL ABOVE

3" W & 2" V UP

TO MOP BASIN

2" W UP INTO

WALL ABOVE

3" W UP INTO

CHASE ABOVE

CONNECT NEW 3" W

TO (EX)4" W ABV CLG

CONNECT

NEW LINES

TO EXISTING

NEW 8" RL, 4" W, 3" V,

2 1/2" CW, 1 1/2" HW, &

3/4" HWC UP INTO

CHASE ABOVE

CONNECT NEW 3/4"

HWC, 1" HW & 1 1/4"

CW TO (EX) 3/4" HWC,

1 1/4" HW & 2" CW

ABOVE CEILING

1" HW & 1 1/4"

CW UP INTO

WALL ABOVE

3/4" HW UP INTO

WALL ABOVE

3" CO

2" W UP INTO

WALL ABOVE

(TYP)

3"CO

2" CO

2" W UP INTO

WALL ABOVE

2" W UP INTO

WALL ABOVE

2" W UP INTO

WALL ABOVE

CONNECT NEW 2" W

TO (EX)4" W ABV CLG

1 1/4" CW, 1" HW

& 3/4" HWC

ABOVE CEILING

3/4"

5" RL & ORL UP

TO CHASE ABOVE

CIRCUIT SETTER

BALANCE VALVE

3"W

3" CO

2" W DOWN TO BELOW

FLOOR W/ CO AT BASE

3" CO

3/4"CW

HOLD TIGHT TO

STRUCTURE TO

AVOID RAISED

CEILINGS

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED BY THE COR.

6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".

7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSET

FLUSH 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

REMODEL

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

FIRST FLOOR PLUMBING - BID DEDUCT #1

COLUMBIA, MO

JAM DBB04/03/2018

PL101.1

1/8" = 1'-0"

FIRST FLOOR PLUMBING PLAN - BID DEDUCT #1

N

4' 8' 16'

1/8" = 1'-0"

0'

1" = 80'-0"

KEY PLAN LEVEL 1

N

Ea

E

D

C

ACA

B

ACA

C

ACA

D

ACA

D.7

ACA

D.8

ACA

E

ACA

E.1

ACA

F

ACA

G

ACA

H

D.8

D.1

0.8

(EX)3/4"

(EX)8" RL

(EX)4" W

(EX)8" RL

(E X

)2

(EX)2"

(EX)3" W

OFFICE

F164

OFFICE

F162

OFFICE

F161

OFFICE

F160

OFFICE

F159

LOBBY

C1E3

CORR

F1F21

VALET

C1E34

INFO. DESK

C1E35

VESTIBULE

C1E32

W.C. STOR

E101

LOBBY

C1E3

1 1/2" V UP INTO

WALL ABOVE

3" W DOWN TO BELOW

FLOOR W/ 4" CO AT BASE

P-801

5" RL & ORL DOWN

TO BELOW FLOOR

RL

R L

2" W UP

INTO WALL

ABOVE

3" W & 2" V UP

TO MOP BASIN

2" W UP INTO

WALL ABOVE

3" W UP INTO

CHASE ABOVE

CONNECT NEW 3" W

TO (EX)4" W ABV

CLG

CONNECT

NEW LINES

TO EXISTING

NEW 8" RL, 4" W, 3" V,

2 1/2" CW, 1 1/2" HW, &

3/4" HWC UP INTO

CHASE ABOVE

CONNECT NEW 3/4"

HWC, 1" HW & 1 1/4" CW

TO (EX) 3/4" HWC,

1 1/4" HW & 2" CW

ABOVE CEILING

1" HW & 1 1/4"

CW UP INTO

WALL ABOVE

3/4" HW UP INTO

WALL ABOVE

3" CO

2" W UP INTO

WALL ABOVE

(TYP)

3" CO

2" CO

2" W UP INTO

WALL ABOVE

2" W UP INTO

WALL ABOVE

2" W UP

INTO WALL

ABOVE

CONNECT NEW 2" W

TO (EX)4" W ABV CLG

1 1/4" CW, 1" HW

& 3/4" HWC

ABOVE CEILING

3/4"

5" RL & ORL UP TO

CHASE ABOVE

CIRCUIT SETTER

BALANCE VALVE,

SET AT 3 GPM

CAP 2" WASTE LINE

ABOVE CEILING LEVEL

FOR FUTURE

ROUGH IN WATER

WASTE AND VENT

FOR FUTURE SINK

3"W

3" CO 2" W DOWN TO BELOW

FLOOR W/ CO AT BASE.

3"CO

3/4"CW

HOLD TIGHT TO

STRUCTURE TO

AVOID FUTURE

RAISED CEILING

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED BY THE COR.

6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".

7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSET

FLUSH 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

REMODEL

AREAS

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

FIRST FLOOR PLUMBING - BID DEDUCT #2

COLUMBIA, MO

JAM DBB04/03/2018

PL101.2

1/8" = 1'-0"

BID DEDUCT #2 - FIRST FLOOR PLUMBING PLANN

4' 8' 16'

1/8" = 1'-0"

0'

1" = 80'-0"

KEY PLAN LEVEL 1

(E X

)3 /4

(E X

)3 /4

(E X

)2

(E X

)8

(EX)5"

(E X

)5

(EX)8"

(E X

)2

(E X

)1

/4

(E X

)1

(E X

)1

(EX)1"

(EX)1 1/4"

(EX)1"

(EX)2"

(EX)3/4" (EX)3/4"

(E X

)2

(EX)3/4"

(E X

)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

E217

FUNDUS

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

F272

EXAM 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 & ORL

DOWN IN CHASE

5" RD

(3246 SQ FT)

5" ORD

(3246 SQ FT)

P-414 P-414

1 1/2"V

2"V

2"V

1 1/2"V

3/4" HW DOWN

IN WALL

1 1/2" V DOWN

1" HW & 1 1/4" CW

DOWN IN WALL

3/4"

1" P-710

3/4"

P-414

P-414P-414

P-804

CONNECT 2" V

TO (EX)4" V

1 1/2" COND

DRAIN UP TO

RTU

CD

C D

2"V

1/2" DRAIN AND 1" CW

UP TO P-813 ON ROOF

SEE DTL 1/PL401

1 1/2" COND

DRAIN ABOVE

CEILING

CD

DRAIN DOWN IN WALL

AND TERMINATE

ABOVE MOP BASIN

VALVE & CAP 1 1/4" CW

& 1" HW FOR FUTURE

(EX) LAVATORY TO

REMAIN (TYP 8

PLACES)

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 & CONNECT 1 1/4" CW

AND 1/2" HW TO (EX) 2" CW AND

(EX) 1 1/4" HW ABOVE CEILING

(E X

)2

VALVE & CAP 1/2"

HW FOR FUTURE

VALVE AND

CONNECT 3/4"

HW & CW TO (EX)

1" HW & CW

LINES.

VALVE AND

CONNECT 1/2"

HW & CW TO (EX)

1" HW & CW

LINES.

/2

"1 /2

WHA-A

1"

RL

ORL

D

D

D

INSTALL DRAIN COOLER ON

WALL ABOVE MOP BASIN.

VALVE & CONNECT 1/2"CW

TO DRAIN COOLER. RUN

DRAIN COOLER DRAIN LINE

TO ABOVE MOP BASIN.

3/4" DRAIN LINE

ABOVE CEILING. RUN

TO DRAIN COOLER.

1/2" DRAIN LINE FROM

HUMIDIFER (TYP 2 PLACES)

D

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED BY THE COR.

6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".

7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSET

FLUSH 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

REMODEL

AREA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

SECOND FLOOR PLUMBING PLAN

COLUMBIA, MO

JAM DBB04/03/2018

PL102

1/8" = 1'-0"

PLUMBING PLAN - SECOND FLOOR

4' 8' 16'

1/8" = 1'-0"

0'

N

1" = 80'-0"

KEY PLAN LEVEL 2

D.8

D.1

C.3

B.8

0.2

(E X

)3 /4

(E X

)3 /4

(E X

)2

(E X

)8

(EX)5"

(E

X )5

(EX)8"

(E X

)2

(E X

)1

/4

(E X

)1

(E X

)1

(EX)1"

(EX)1 1/4"

(EX)1"

(EX)2"

(EX)3/4" (EX)3/4"

(E X

)2

(EX)2"(EX)3/4"

(E X

)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

E217

FUNDUS

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

F272

EXAM 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 & ORL

DOWN 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" CW

DOWN IN WALL

1" P-710

P-414

P-414P-414

P-804

CONNECT 2" V

TO (EX)4" V

1 1/2" COND DRAIN UP

TO RTU

CD

C D

1/2" DRAIN AND 1" CW UP

TO P-813 ON ROOF SEE

DTL 1/PL401

1 1/2" COND

DRAIN ABOVE

CEILING

CD

1 1/2" COND DRAIN

DOWN IN WALL

AND TERMINATE

ABOVE MOP BASIN

VALVE & CAP 1 1/4" CW

& 1" HW FOR FUTURE

(EX) LAVATORY TO

REMAIN (TYP 8

PLACES)

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" HWC

FOR FUTURE

VALVE & CAP 3/4" CW &

3/4" HW FOR FUTURE

CAP 2" V ABOVE

CEILING FOR FUTURE

VALVE & CONNECT 1 1/4" CW

AND 1/2" HW TO (EX) 2" CW AND

(EX) 1 1/4" HW ABOVE CEILING

VALVE AND

CONNECT 3/4"

HW & CW TO (EX)

1" HW & CW

LINES.

VALVE AND

CONNECT 1/2"

HW & CW TO (EX)

1" HW & CW

LINES.

/2

"1 /2

WHA-A

RL

ORL

1"

INSTALL DRAIN COOLER ON

WALL ABOVE MOP BASIN.

VALVE & CONNECT 1/2"CW

TO DRAIN COOLER. RUN

DRAIN COOLER DRAIN LINE

TO ABOVE MOP BASIN.

3/4" DRAIN LINE

ABOVE CEILING. RUN

TO DRAIN COOLER.

1/2" DRAIN LINE FROM

HUMIDIFER (TYP 2 PLACES)

D D

DD

GENERAL NOTES

1. PLANS ARE SCHEMATIC IN NATURE. LAYOUT IS BASED ON BEST

AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND DIMENSIONS.

2. ALL CUTTING, PATCHING AND DEMOLITION WORK SHALL BE

CLOSELY COORDINATED WITH THE EXISTING CONDITIONS AND

THE REQUIRED NEW WORK. G.C. SHALL PATCH AND FINISH

PENETRATIONS OF EXISTING SURFACES TO MATCH ADJACENT

SURFACES.

3. FIELD VERIFY BEST ROUTING FOR NEW PIPING AND DUCTWORK.

COORDINATE WITH EXISTING EQUIPMENT, PIPING AND

DUCTWORK. NEW 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. ANY EXPENSES RISING

FROM LACK OF COORDINATION SHALL BE MADE AT THE

CONTRACTOR’S EXPENSE.

4. REFER TO ARCHITECTURAL SPECIFICATIONS AND PLANS FOR

PHASING OF DEMOLITION AND NEW WORK. ADJACENT AREAS

ARE 100% OCCUPIED AND CONTRACTOR SHALL WORK CLOSELY

WITH OWNER TO SCHEDULE DEMOLITION AND CONSTRUCTION

TO BE AS LEAST DISRUPTIVE AS POSSIBLE.

5. ALL WORK SHALL BE DONE AT NIGHT AND/OR WEEKENDS, OR AS

DIRECTED BY THE COR.

6. PIPE LENGTH FROM RECIRCULATED HOT WATER MAIN TO

LAVATORY HOT WATER STOP SHALL BE NO MORE THAN 18'-0".

7. PIPE LENGTH FROM COLD WATER MAIN TO WATER CLOSET

FLUSH 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

REMODEL

AREA

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS:

Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

SECOND FLOOR PLUMBING - BID DEDUCT

#1

COLUMBIA, MO

JAM DBB04/03/2018

PL102.1

1/8" = 1'-0"

SECOND FLOOR PLUMBING PLAN - BID DEDUCT #1

4' 8' 16'

1/8" = 1'-0"

0'

N

1" = 80'-0"

KEY PLAN LEVEL 2

ROOF HYDRANT DETAIL (P-813)

SCALE: NONE

PIPE PENETRATION THROUGH WALLS BELOW GRADE

SCALE: NONE

ROOF DECKING.

INSULATION.

CAST IRON HYDRANT

SUPPORT ASSEMBLY.

DIVERTER ASSEMBLY.

GALVANIZED STEEL

PIPE CASING.

LEVER OPERATOR

BRASS BACKFLOW

PREVENTER WITH

3/4" MALE HOSE

THREAD 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.

[5 0m m

FLEXIBLE EXPANSION JOINT MIN.

DEFLECTION 15" [375mm] MIN. EXPANSION 4" [100mm]

RESILIENT WATERPROOF

CAULKING

5/8" [16mm] ROD

WELD

PIPE CENTERED IN

SLEEVE

1/4"x1/4" [6x6mm] IRON

PIPE CLAMP

STANDARD WEIGHT GAL. STEEL

PIPE SLEEVE

1/4"x1/4" [6x6mm] IRON

PIPE STRAP

MODULAR TYPE WALL

PENETRATION SEAL

FLANGED CONNECTION

[1 m m

INTERIOR SIDE OF

EXISTING WALL

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"W

TO (EX)4"W

ABOVE CEILING

P-414

ABOVE FIRST

FLOOR CEILING

P-414

2"W BELOW

FLOOR

P-414

P-414

P-414

3"W DOWN

IN WALL

4" WALL CO

2"CO

2"W BELOW

FLOOR

2"W DOWN

IN WALL

2" WALL CO

P-414

4"W BELOW

FLOOR

PENETRATION

OF (EX) WALL

1/2" DRAIN LINE UP

TO HUMIDIFIER

(TYP 2 PLACES)

3/4" DRAIN LINE

ABOVE 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 of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

PLUMBING DETAILS

COLUMBIA, MO

JAM DBB04/03/2018

PL401

PLUMBING VENT & RISER DETAIL

SCALE: NONE

MARK

P-115

DESCRIPTION

WATER CLOSET

FLOOR MTD

WASTE

PIPE IN

VENT

PIPE IN

COLD

WATER IN

1.25

HOT

WATER IN

WASTE

FIXTURE

UNITS

WATER

FIXTURE

UNITS

WRIST

BLADE

N/A

HANDLES

ELECTRIC

SENSOR

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 NO

SERVICE SINK

P-710 -- -- .5 .5 0 0 NO NO

EMERGENCY

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 of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

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

PLUMBING SCHEDULES

COLUMBIA, MO

JAM DBB04/03/2018

PL501