36C25518R0539-0001014.pdf

F E

C

S

S S S S

S

GENERAL FIRE PROTECTION NOTES

1. EXISTING PIPING AND FIRE PROTECTION ZONES ARE SHOWN FOR

REFERENCE ONLY.

2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR

THE FOLLOWING:

a. REMOVE DISTRIBUTION PIPING BACK TO MAIN. REDISTRIBUTE

AS REQUIRED TO ACCOMMODATE NEW FLOOR PLAN. (E)

BRANCH PIPING MAY BE USED IF SIZE MATCHES CALCULATION

REQUIREMENTS.

b. PROVIDE NEW HEADS AS REQUIRED TO ACCOMMODATE NEW

FLOOR PLAN. REMOVED HEADS SHALL NOT BE REINSTALLED.

ALL NEW HEADS ARE TO BE FM-APPROVED, QUICK RESPONSE

TYPE. ALL HEADS WITHIN SMOKE COMPARTMENT SHALL

MATCH. CONTRACTOR TO CONFIRM AND REPLACE HEADS IF

NECESSARY TO ALL QUICK-RESPONSE TYPE.

c. FIRE SPRINKLER HEADS SHALL BE LOCATED IN CENTER OF

TILE IN BOTH DIRECTIONS WHEN LOCATED IN LAY-IN CEILINGS.

FIRE SPRINKLER HEADS SHALL BE LOCATED IN SYMMETRICAL

PATTERNS IN ROOMS WITH HARD CEILINGS.

d. COORDINATE SPRINKLER HEAD LOCATIONS WITH ALL

CEILING COMPONENTS INCLUDING ELECTRICAL &

MECHANICAL COMPONENTS.

3. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR

THE SPRINKLER HEAD LAYOUTS, CALCULATIONS, AND SEALED

ENGINEERING DRAWINGS AS FOLLOWS:

a. DELEGATED DESIGN: DESIGN SPRINKLER SYSTEM (S), INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A

QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE

REQUIREMENTS AND DESIGN CRITERIA OF NFPA 13.

b. OBTAIN COPY OF FIRE-HYDRANT OR RISER FLOW TEST

RECORDS OR CONTACT LOCAL WATER AND/OR FIRE

DEPARTMENTS TO PERFORM A FIRE-HYDRANT FLOW TEST.

INCLUDE FLOW TEST RESULTS FOR EACH RISER WITH

HYDRAULIC CALCULATIONS. INCLUDE A 10% SAFETY FACTOR

IN HYDRAULIC CALCULATIONS.

c. SPRINKLER SYSTEM SHALL BE APPROVED BY AUTHORITIES

HAVING JURISDICTION.

d. SHOP DRAWINGS: FOR WET-PIPE SPRINKLER SYSTEMS.

INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, AND

ATTACHMENTS TO OTHER WORK.

e. DELEGATED DESIGN SUBMITTAL: FOR ALL SPRINKLER

SYSTEMS, INCLUDING ANALYSIS DATA SIGNED AND SEALED BY

THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR

THEIR PREPARATION. ENGINEER SHALL BE LICENSED IN THE

STATE OF MISSOURI.

f. COORDINATION DRAWINGS: SPRINKLER SYSTEMS, DRAWN TO

SCALE, ON WHICH THE ELECTRICAL, PLUMBING, HVAC,

STRUCTURAL AND OTHER BUILDING SYSTEMS ARE SHOWN

AND COORDINATED WITH EACH OTHER, USING INPUT FROM

INSTALLERS OF THE ITEMS INVOLVED.

g. APPROVED SPRINKLER PIPING DRAWINGS: WORKING PLANS, PREPARED ACCORDING TO NFPA 13, THAT HAVE BEEN

APPROVED BY AUTHORITIES HAVING JURISDICTION,

INCLUDING HYDRAULIC CALCULATIONS.

4. EXISTING FIRE PROTECTION PIPING ARE BASED ON BEST

AVAILABLE EXISTING DRAWINGS AND ARE SHOWN FOR

INFORMATION ONLY. FP CONTRACTOR RESPONSIBLE FOR

VERIFYING EXISTING CONDITIONS BEFORE BEGINNING WORK.

5. THIS CONTRACTOR IS RESPONSIBLE FOR SUBMITTING FULL

COORDINATION AND LAYOUT DRAWINGS PER FIRE PROTECTION

SPEC SECTION. COORDINATION SHOULD BE COMPLETED WITH

ALL TRADES INCLUDED. CONSTRUCTION SHALL NOT BEGIN

UNTIL COORDINATION DRAWINGS HAVE BEEN REVIEWED BY THE

ENGINEER AND COR.

HATCH KEY PLAN

ORDINARY HAZARD GROUP 2

LIGHT HAZARDNO

HATCH

ORDINARY HAZARD GROUP 1

EXISTING TO REMAIN

REMODEL AREA

E 1

ACA

B

ACA

B.2

ACA

C

ACA

ACA

ACA

ACA

ACA

6.3

ACA

ACA

5.6

0.8

LOBBY

C1E3

INFO. DESK

C1E35

W.C. STOR

E101

LOBBY

C1E3

AREA

NOT IN

SCOPE

AREA NOT IN SCOPE

ADMISSIONS SUPERVISOR

E102H

ADMISSIONS LEAD

E102I

KIOSK

E101

SUPPLY

E102J

HBA

E102F

ROI LEGAL

E102E

HBA

E102D HBA

E102C

HBA

E102B

PRE-REG

E102A

WORK

E102G

WAITING

PERSONAL EFFECTS

E102K

HALL

E102

CORR

C1E6

MEN TLT

E108

PAT. REP.

E108B

DETAILS CLERK

E108C

FAMILY TLT

E107

WOMEN TLT

E106

CL.

E103

CL.

E104

CL.

E105

CHECK-IN

A119

PHARM. CARE SVC.

A119A

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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

Columbia, Missouri

FP101

FIRE PROTECTION PLAN FIRST FLOOR

RENOVATE MAIN LOBBY 589-334

04/03/2018 BOH AR

N 4' 8' 16'

1/8" = 1'-0"

0'

FP SHEET INDEX

FP101 FIRE PROTECTION PLAN FIRST FLOOR

N 1" = 80'-0"

KEY PLAN LEVEL 1

1/8" = 1'-0"

FIRE PROTECTION PLAN - FIRST FLOOR

NOTES:

1. REARRANGE HEAD LOCATIONS AS

REQUIRED IN PROJECT AREA TO

COORDINATE WITH NEW FLOOR

PLAN LAYOUT.

2. ADJUST SPRINKLER HEAD HEIGHT

AS REQUIRED WITH GYP BOARD

INSTALLATION IN SLOPED CEILING.

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.Revisions: 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

Columbia, Missouri

PP001

PLUMBING COVER SHEET

RENOVATE MAIN LOBBY 589-334

04/03/2018 JAC JGA

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

PD101 BASEMENT AND FIRST FLOOR PLUMBING DEMOLITION PLANS

PL101 BASEMENT AND FIRST FLOOR PLUMBING PLANS

PL301 PLUMBING RISER DIAGRAMS

PL501 PLUMBING SCHEDULES

FEC

FE

FEC

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 TO REMAIN

REMODEL AREA

E 1

K Jb Ja J H G Ea

ACA

B

ACA

B.2

ACA

C

ACA

ACA

ACA

ACA

6.3

ACA

ACA

5.6

0.8

(E X

)2

(E X

)3 /4

(EX)4"

(EX)1/2"

(EX)1/2"

(E X

)4

(EX)3" W(EX)4" W

(EX)3"

(EX)3"

(EX)3/4" (EX)1 1/2"

(EX)2 1/2"

(E X

)4

(E X

)2

/2

(E X

)1

(E X

)3 /4

HARD CEILINGS WITH ACCESS PANELS AS INDICATED (TYP)

LAY IN CEILING

LAY IN CEILING

RL

E 1

K JbJa J H G Ea

ACA

B

ACA

B.2

ACA

C

ACA

ACA

0.8

(EX)2"

(EX)1 1/2"

(EX)1 1/4"

(EX)2"

(EX)2"

REMOVE (EX) 3/4"HW& CW, (EX)3"W DOWN

REMOVE (EX)1 1/2"V

(EX)3"VTR TO REMAIN

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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

Columbia, Missouri

PD101

BASEMENT AND FIRST FLOOR

PLUMBING DEMOLITION PLANS

RENOVATE MAIN LOBBY 589-334

04/03/2018 JAC JGA

N 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.

4 REMOVE (EX) DRINKING FOUNTAIN. LEAVE PIPING ROUGH-INS

FOR RECONNECTION.

N 4' 8' 16'

1/8" = 1'-0"

0' 1" = 80'-0"

KEY PLAN LEVEL 1

1/8" = 1'-0"

BASEMENT PLUMBING DEMOLITION PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING DEMOLITION PLAN

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 15'-6".

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.

EXISTING TO REMAIN

REMODEL AREA

E 1

K Jb Ja J H G Ea

ACA

B

ACA

B.2

ACA

C

ACA

ACA

0.8

2"CW UP INTO WALL

CONNECT 2"CW & 3/4"HW TO (EX)2"CW & 3/4"HW

1/2"HW UP

1/2"HW & 2"W UP

1/2"HW & 2"W UP

CONNECT 4"W TO (EX)4"W ABV. CLG.

(EX)4" W

4"W UP INTO CHASE ABV.

2"W UP TO FD

CONNECT 4"W TO (EX)4"W ABV. CLG.

CONNECT 2"W TO (EX)3"W ABV. CLG.

2"W UP TO FD

(EX)2 1/2"

(EX)1 1/2"(EX)3/4"

(E X

)1

(E X

)2

/2

(E X

)4

4"W UP INTO CHASE ABV.

1/2"CW UP

A

B

D

B

B

C

A

A

1/2"CW UP

(EX)8" RL

(EX)3" W

WAITING

LOBBY

C1E3

W.C. STOR

E101

LOBBY

C1E3

E 1

K Jb Ja J H G Ea

ACA

B

ACA

B.2

ACA

C

ACA

ACA

0.8 P-121 P-122 P-204

P-203

P-422

P-422

P-121 P-122P-121

P-422

P-122

(E)3"VTR

2"CW DOWN

WOMEN TLT

E106

FAMILY TLT

E107

ROI LEGAL

E102E

HBA

E102D

HBA

E102C

HBA

E102C

PRE-REG

E102A

KIOSK

E101

PL101

PL101

P-604

CONNECT NEW DRINKING

FOUNTAIN TO (EX) ROUGH-INS IF

POSSIBLE, OR TO EXISTING RISERS

(EX)3"W, 2"V & 3/4"CW RISERS

1 1/2" 2"V

"V

P-121 P-122 P-204 P-203 P-422

2" FD-C

WHA-B

2"W IN CHASE

4"W DOWN

1 1/4" 1 1/2" 1 1/2"1 1/2"

1/2"HW FROM BELOW

2"V

1/2"CW DOWN

TRAP PRIMER ABV. CLG.

P-422

P-121 P-122

P-121

P-422

P-122

2" FD-C

WHA-A

WHA-B

1 1/2"

/2

1 1/4"

1 1/2"

"V

2"V

2"V

2"V

1 1/2"V

1/2"HW FROM BELOW

1/2"HW

FROM

BELOW

4"W DOWN

TRAP PRIMER

ABV. CLG.

1/2"CW DOWN

4"W IN CHASE

E

PLAN NOTES

HARD CEILING WITH ACCESS PANELS.

LAY IN CEILING.

NO CEILING.

EXISTING FOUNDATION WALL. REUSE

EXISTING OPENINGS FOR

PENETRATIONS WHERE POSSIBLE.

SUPPORT COUNTERTOP USING

FLOOR MOUNTED CARRIER EQUAL

TO WADE 510-02.

A

B

C

D

E

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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

Columbia, Missouri

PL101

BASEMENT AND FIRST FLOOR

PLUMBING PLANS

RENOVATE MAIN LOBBY 589-334

04/03/2018 JAC JGA

N

1" = 80'-0"

KEY PLAN LEVEL 1

N

4' 8' 16'

1/8" = 1'-0"

0'

N

4' 8' 16'

1/8" = 1'-0"

0'

1/8" = 1'-0"

BASEMENT FLOOR PLUMBING PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING PLAN

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - MEN TLT.

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - FAMILY & WOMEN TLT.

2' 4' 8'0'

1/4" = 1'-0"

2' 4' 8'0'

1/4" = 1'-0"

P-422

P-121

P-122

P-121

P-121

P-122

P-204

P-203

P-422

2"V

2"V

1 1/2"V

2"V

1 1/2"V 2"V

2"V

2"V

3"V

(E)3"VTR

3"W

2"W

3"W

2"W

4"W

(EX)4" W

(EX)3" W

2"W

2"W

3"W

4"W

4"W3"W

P-122

P-422

(EX)4" W

2"W

(EX)3" W

3"W

4"W

2"V

2"V

1 1/2"V

1 1/2"V

1 1/2"V

2"FD-C

2"FD-C

3"W

2"W

P-121

P-122

P-204

P-203

P-422

P-422

P-121

P-122

P-122

P-121

P-422

1 1/2"CW

1/2"HW

2"CW

2"CW

1 1/2"CW

1/2"CW

1"CW

1"CW

1 1/4"CW

1/2"CW

1 1/4"CW

1/2"CW

1/2"CW1/2"CW

1 1/4"CW

1/2"CW

1/2"HW 1 1/4"CW

1/2"HW

(EX)3/4" HW

(EX)2" CW

1 1/4"CW

1 1/2"CW

1 1/4"CW

1 1/4"CW

1/2"HW

TRAP PRIMER ABV. CLG.

WHA-B

WHA-A

WHA-B

1 1/4"CW

1 1/4"CW

1 1/2"CW

TRAP PRIMER ABV. CLG.

CONNECT TO 2"FD-C

SHUT-OFF VALVE

3/4"HW

CONNECT TO 2"FD-C

1/2"HW

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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

Columbia, Missouri

PL301

PLUMBING RISER DIAGRAMS

RENOVATE MAIN LOBBY 589-334

04/03/2018 JAC JGA

SANITARY WASTE AND VENT RISER DIAGRAM

DOMESTIC WATER RISER DIAGRAM

NOT TO SCALENOT TO SCALE

MARK

P-121

DESCRIPTION

WATER CLOSET

FLOOR MTD

WASTE

PIPE IN

VENT

PIPE IN

COLD

WATER IN

HOT

WATER IN

WASTE

FIXTURE

UNITS

WATER

FIXTURE

UNITS

WRIST

BLADE

N/A

HANDLES

ELECTRIC

SENSOR

YES

REMARKS

P-122

PLUMBING FIXTURE SCHEDULE

P-203

P-204

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.

FLOOR MTD BACK OUTLET 1.28 GPF, WHEELCHAIR ACCESSIBLE

PLUMBING FIXTURE DESCRIPTION

P-121: 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 ECOS 111-1.28 HARD WIRED SENSOR OPERATED FLUSH VALVE WITH

VACUUM BREAKER, TAILPIECE, DUAL FILTERED BYPASS, METAL COVER, OVERRIDE BUTTON - SUPPLY ONE TRANSFORMER FOR EACH

GROUP OF WATER CLOSETS OR URINALS - WHITE SOLID PLASTIC ELONGATED OPEN FRONT SEAT, LESS COVER. SET WATER CLOSET SO

THAT CENTERLINE IS 16”-18” FROM NEAREST WALL.

P-122: 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 ECOS 111-1.28 HARD WIRED SENSOR OPERATED FLUSH VALVE WITH

VACUUM BREAKER, TAILPIECE, DUAL FILTERED BYPASS, METAL COVER, OVERRIDE BUTTON - WHITE SOLID PLASTIC ELONGATED OPEN

FRONT SEAT, LESS COVER.

P-203: URINAL:

BASED ON KOHLER K-4991-ET “BARDON” 1.0 GPF WALL HUNG VITREOUS CHINA WASHOUT ACTION URINAL WITH 3/4” TOP SPUD, 2” OUTLET, AND WALL BOLTS - SLOAN ECOS 186-0.125 HARD WIRED, SENSOR OPERATED FLUSH VALVE WITH VACUUM BREAKER, METAL COVER, DUAL

FILTERED BYPASS DIAPHRAGM - FLOOR MOUNTED WALL CARRIER.

P-204: URINAL:

BASED ON KOHLER K-4991-ET “BARDON” 1.0 GPF WALL HUNG VITREOUS CHINA WASHOUT ACTION URINAL WITH 3/4” TOP SPUD, 2” OUTLET, AND WALL BOLTS - SLOAN ECOS 186-0.125 HARD WIRED, SENSOR OPERATED FLUSH VALVE WITH VACUUM BREAKER, METAL COVER, DUAL

FILTERED BYPASS DIAPHRAGM - FLOOR MOUNTED WALL CARRIER. MOUNT RIM AT 17” A.F.F.

P-422: LAVATORY:

LAVATORY BOWL INTEGRAL TO COUNTERTOP. FAUCET BASED ON CHICAGO FAUCET 116.706.AB.1 DECK MOUNTED, SINGLE HOLE, SENSOR

OPERATED FAUCET WITH 0.5 GPM VANDAL PROOF NON-AERATING OUTLET, 12 VOLT TRANSFORMER, THERMOSTATIC MIXING VALVE, STAINLESS STEEL BRAIDED HOSES - GRID DRAIN - WALL SUPPLIES WITH LOOSE KEY STOPS - CAST BRASS “P” TRAP. INSTALL PIPING TO FIT

WITHIN ARCHITECTURAL ENCLOSURE.

P-604: ELECTRIC WATER COOLER WITH BOTTLE FILLER:

BASED ON ELKAY EZSG8WSSK WALL HUNG, WHEELCHAIR ACCESSIBLE, WATER COOLER WITH SENSOR ACTIVATED BOTTLE FILLING

STATION, SIDE AND FRONT PUSHBAR ACTIVATED BUBBLER, STAINLESS STEEL FINISH, CAPACITY OF 8 GPH OF 50 DEGREE WATER AT ARI

CONDITIONS.

URINAL 2 1.5 .75 -- 2 3 NO YES

URINAL 2 1.5 .75 -- 2 3 NO YES

LAVATORY 1.5 .375 .375 1 2P-422

WATER CLOSET

FLOOR MTD

3 2 1 -- 4 10 N/A YES FLOOR MTD BACK OUTLET 1.28 GPF

WHEELCHAIR ACCESSIBLE

NO YES1.5 WHEELCHAIR ACCESSIBLE

1.5 .5 - 1 1P-604 N/A NO2 WHEELCHAIR ACCESSIBLE

ELEC.

WATER COOLER

COLD WATER

DISTRIBUTION LINE - 1-1/2"

OR SMALLER

TAP OFF TOP OF LINE

1/2" BALL

VALVE

ADJUSTABLE TRAP PRIMER WITH

INTEGRAL VACUUM BREAKER. LOCATE

ABOVE ACCESSIBLE CEILING.

NOTE: AVOID IMBEDDING CW LINE TO

TRAP IN CONCRETE IF LINE MUST BE

IMBEDDED IN SLAB, INSULATE WITH MIN.

3/8" THICK ARMAFLEX INSULATION.

FLOOR

WHERE TUBING PENETRATES SLAB,

INSULATE WITH MIN. 3/8" THICK ARMAFLEX

INSULATION.

NO JOINTS IN OR BELOW SLAB

DEEP SEAL "P" TRAP W/ TRAP

PRIMER CONNECTION.

PREFERRED METHOD.

PITCH

DN

1/2"CW

PITCH

DN

1/2"CW

FLOOR DRAIN WITH TRAP

PRIMER CONNECTION.

ALTERNATE METHOD.

"M

IN

CAULK OR SEALANT AT

FLOOR DRAIN TRANSITION

TO FLOOR

NICKLE BRONZE ADJUSTABLE STRAINER

(FLUSH WITH FINISHED FLOOR)

CEMENT BED

TILE FLOOR

CONCRETE FILL

STRUCTURAL SLAB

FLASHING CLAMP WITH WEEP HOLES

THREADED, CAULKED OR NO-HUB CONNECTION

LOOSE GRAVEL AT WEEP HOLES 3mm to 6mm SIZE

WATERPROOF MEMBRANE

PROVIDE A METAL SUPPORT PLATE WHEN DRAIN IS INSTALLED IN AN

EXISTING FLOOR. CAULK AROUND DRAIN PRIOR TO RE-GROUTING

CLAMP WATERPROOF MEMBRANE INSIDE

OF DRAIN BODY TO DRAIN TO WEEP HOLES

NOTE:

SLOPE MEMBRANE LINER 2% TO DRAIN.

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: 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

Columbia, Missouri

PL501

PLUMBING SCHEDULES

RENOVATE MAIN LOBBY 589-334

04/03/2018 JAC JGA

NO SCALE

TRAP PRIMER DETAIL

NO SCALE

TYPE "C" FLOOR DRAIN DETAIL