Drawings - 3 of 3.pdf

PDF 12 MB Posted Jun 29, 2020

Attached to: Z1DA--Correct Water Distribution Deficiencies Legionella 515-18-107
Solicitation number: 36C25020B0052
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 10

About this file

Written by GovTribe AI · Dec 28, 2023

This pre-solicitation announcement is for construction services to correct water distribution deficiencies at multiple buildings on the Battle Creek, Michigan VA Medical Center campus and off-campus therapeutic residence houses. The scope of work includes re-piping, re-insulation, installation of continuous water monitoring points, replacement of fixtures, and elimination of unused plumbing. Additional requirements include testing and abatement of hazardous materials, coordination with occupied facilities, and isolation of potable water systems. The contract will be awarded on a 100% Service-Disabled Veteran-Owned Small Business set-aside basis with a period of performance of 462 calendar days from notice to proceed. The solicitation will be issued on June 29, 2020 on beta.sam.gov for project number 515-18-107 with a total value between $2-5 million. Interested parties should monitor the website for full bid documents and due date.

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Other files

File	Type	Posted
Specifications.pdf	PDF	Jun 29, 2020
Drawings - 2 of 3.pdf	PDF	Jun 29, 2020
Request For Information Form 515-18-107.pdf	PDF	Jun 29, 2020
36C25020B0052_1.docx	DOCX document	Jun 29, 2020
Statement of Work.pdf	PDF	Jun 29, 2020
Wage Determination MI20200079 01-03-2020.pdf	PDF	Jun 29, 2020
Drawings - 1 of 3.pdf	PDF	Jun 29, 2020
Contractor EMR Certification Form 2020.pdf	PDF	Jun 29, 2020

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STAFF LOUNGE

TOILET

150A

AE102 1

TOILET

110A

LOUNGE

AE102

MED SELECT

AE102

LAUNDRY

212 AE102

18 18

UTILITY

239AAE102

UTILITY

208B

AE102

33 4

5ALIGN

4' - 0"

18 1819

1' - 6"

3 3

21 20

4" 4"

22 22 22

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

ENLARGED PLANS AND ELEVATION

AE102

PQCW

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/4" = 1'-0"

BLDG 82 - STAFF LOUNGE 150

SCALE: 1/4" = 1'-0"

BLDG 82 - LOUNGE 110

SCALE: 1/4" = 1'-0"

BLDG 83 - MED SELECT 237

SCALE: 1/4" = 1'-0"

BLDG 83 - LAUNDRY 212

SCALE: 1/4" = 1'-0"

BLDG 84 - UTILITY 239A

SCALE: 1/4" = 1'-0"

BLDG 84 - UTILITY 208B

SCALE: 1/4" = 1'-0"

B82 - 150 ELEVATION

1 SCALE: 1/4" = 1'-0"

B82 - 110 ELEVATION

SCALE: 1/4" = 1'-0"

B83 - 212 ELEVATION

5 SCALE: 1/4" = 1'-0"

B84 - 208B ELEVATION

6 SCALE: 1/4" = 1'-0"

B84 - 239A ELEVATION

G E N E R A L N O T E S

A. CONTRACTOR SHALL PATCH AND PAINT ALL DISTURBED GYPSUM BOARD WALL FINISHES TO

MATCH EXISTING ADJACENT. PROVIDE ACCESS PANELS AT ALL OPENINGS INTO GYPSUM

BOARD CEILINGS AT POINT OF PIPING CONNECTIONS.

B. ALL SPACE DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND COR PRIOR TO

CONSTRUCTION.

C. CONTRACTOR SHALL BE AWARE OF AND AVOID ALL PIPING, MECHANICAL, AND ELECTRICAL

BEHIND WALL FINISH WHEN INSTALLING WATER MONITORING PANELS.

D. CONTRACTOR SHALL VERIFY FINISH AND STRUCTURAL MATERIAL OF WALL AND CEILING PRIOR

TO BID. ADDITIONAL WORK DUE TO A DISCREPANCY IN EXISTING CONSTRUCTION SHALL NOT

BE AT COST TO THE GOVERNMENT.

E. SEE PLUMBING DRAWINGS FOR RECOMMENDED LOCATION OF CONNECTION TO EXISTING

PIPING. PROVIDE PIPING ROUTE TO MINIMIZE DISTURBANCE TO EXISTING FINISHES.

F. SEE SHEET P002 FOR HAZARDOUS MATERIAL ABATEMENT NOTES.

G. CONTRACTOR SHALL PROVIDE STAINLESS STEEL ESCUTCHEON PLATES AT ALL VISIBLE WALL

AND CEILING PENETRATIONS. ESCUTCHEON PLATE INSIDE DIAMETER SHALL MATCH PIPE

INSULATION OUTSIDE DIAMETER.

H. INSTALL WATER MONITORING PANEL PER MANUFACTURER'S INSTRUCTIONS. AT STUD WALL

LOCATIONS, PROVIDE 1/2" FIRE RESISTANT TREATED PLYWOOD (GRADE B OR BETTER) BACK-UP

FOR BLOCKING. SECURE TO EXISTING STUDS. PAINT PLYWOOD TO MATCH ADJACENT WALL

FINISH COLOR. AT CMU OR CONCRETE WALL, PROVIDE CONCRETE ANCHORS AT MOUNTING

POINTS.

I. PIPING LOCATIONS SHOWN FROM WATER MONITORING ENCLOSURE IS SCHEMATIC TO

ILLUSTRATE PROPOSED DIRECTION TOWARDS CONNECTION TO EXISTING. CONTRACTOR

SHALL CONFIRM LOCATIONS PRIOR TO CONSTRUCTION.

J. ABAAS REQUIREMENTS FOR REACH RANGES SHALL NOT BE REQUIRED FOR THIS PROJECT PER

ABAAS SECTION F203 GENERAL EXCEPTIONS.

K. SEE PLUMBING DRAWINGS FOR WATER MONITORING PANEL EQUIPMENT TAGS AND

SCHEDULES.

D R A W I N G N O T E S

1 EXISTING CASEWORK TO REMAIN.

2 EXISTING REFRIGERATOR TO REMAIN.

3 EXISTING TRASH CANS TO REMAIN.

4 RELOCATE EXISTING MAIL SLOT CASEWORK TO BE CENTERED ON WALL AS SHOWN.

5 EXISTING WINDOW TO REMAIN.

6 DUAL COLD AND HOT WATER MONITORING STATION IN ENCLOSURE - MOUNT TO WALL AS

DIMENSIONED.

7 COLD WATER MONITORING STATION IN ENCLOSURE - MOUNT TO WALL AS DIMENSIONED.

8 EXISTING CLINICAL SERVICE SINK TO REMAIN.

9 PROVIDE BLANK STAINLESS STEEL COVER PLATE FOR NURSE CALL PULL STATION.

EXISTING WIRING TO REMAIN.

10 EXISTING STEEL COVER PLATE TO REMAIN - UTILIZE EXISTING OPENING AT THIS LOCATION

FOR ROUTING OF WATER PIPES TO MONITORING STATION.

11 EXISTING 6X6 WALL TILE TO REMAIN - REPLACE ANY TILE DAMAGED DURING

CONSTRUCTION NEW TILE TO MATCH EXISTING ADJACENT.

12 EXISTING HOSE BIBB AND FOOT PEDAL SPRAYER TO REMAIN.

13 EXISTING PIPING TO REMAIN.

14 EXISTING HOSE BIBB TO REMAIN.

15 EXISTING FURNITURE TO REMAIN IN ROOM - RELOCATE AS SHOWN.

16 REMOVE EXISTING BULLETIN BOARD AND TURN OVER TO VA.

17 EXISTING COUNTER TOP TO REMAIN.

18 EXISTING WASHER AND DRYER TO REMAIN. VERIFY SIZE OF UNITS PRIOR TO

CONSTRUCTION. ALL CLEARANCES TO NEW EQUIPMENT SHALL BE MAINTAINED TO

ENSURE FUNCTION OF WASHER AND DRYER.

19 EXISTING UTILITY SINK TO REMAIN.

20 PREFERRED LOCATION OF COLD WATER MONITORING STATION IN ENCLOSURE - MOUNT

TO WALL AS DIMENSIONED - CONFIRM LOCATION OF PANEL WITH C.O.R. PRIOR TO

INSTALLATION.

21 SECONDARY LOCATION OF COLD WATER MONITORING STATION IN ENCLOSURE - MOUNT

TO WALL AS DIMENSIONED - CONFIRM LOCATION OF PANEL WITH C.O.R. PRIOR TO

INSTALLATION.

22 EXISTING EQUIPMENT TO REMAIN.

SCALE: 1/4" = 1'-0"

B82 - 110 ELEVATION 2

TILE ON CMU WALLTILE ON CMU WALLGYP BD ON METAL STUD WALLGYP BD ON METAL STUD WALL

GYP BD ON METAL STUD WALL GYP BD ON METAL STUD WALL GYP BD ON METAL STUD WALL

A.C.T. CEILING

VCT FLOORING

A.C.T. CEILING

VCT FLOORING

GYP CEILING

TILE FLOORING

GYP CEILING

TILE FLOORING

A.C.T. CEILING

VINYL FLOORING

A.C.T. CEILING

VINYL FLOORING

SCALE: 1/4" = 1'-0"

B83 - 237 ELEVATION

Revisions: Date:

P1 P1OR

GENERAL FLOOR PLAN NOTES

RISER OR STACK NUMBER

DETAIL: B = DETAIL DESIGNATION

P2 = SHEET WHERE DETAIL IS LOCATED

FIRE SUPPRESSION HAZARD CLASSIFICATION AND HAZARD

CLASSIFICATION GROUP

SECTION: 1 = SECTION DESIGNATION

P2 = SHEET WHERE DETAIL IS LOCATED

EQUIPMENT REFERENCE. LETTER DESIGNATION VARIES. REFER

TO SCHEDULES.

EQUIPMENT, DEVICE, OR PLUMBING FIXTURE MARK. LETTER

DESIGNATIONS REFER TO SCHEDULES.

CONNECT TO EXISTING

PLAN NOTE. APPLIES ONLY TO THE SHEET WHICH IT IS SHOWN

UNLESS NOTED OTHERWISE.

DETAIL NOTE. APPLIES ONLY TO THE ASSOCIATED DETAIL.

"UP TO" SYMBOL (ITEM ON FLOOR ABOVE)

10" 10"

ELEV: 8' - 0"ELEV: 8' - 0"

TOE: 3' - 0"

BOE: 0' - 6"

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO TOP OR

BOTTOM OF EQUIPMENT, UNLESS NOTED OTHERWISE

APPROXIMATE DIMENSION ABOVE FINISHED FLOOR TO

CENTERLINE OF PIPE, UNLESS NOTED OTHERWISE

FIRE SUPPRESSION SYMBOLS

CONCEALED PENDENT SPRINKLER

PIV

FIRE HYDRANT

FLOW SWITCH

GATE VALVE OS&Y

INSTITUTIONAL PENDENT SPRINKLER

PENDENT SPRINKLER

POST INDICATOR VALVE

RECESSED PENDENT SPRINKLER

SIDE WALL SPRINKLER

SUPERVISED VALVE

UPRIGHT SPRINKLER

PIPING SYMBOLS

BOTTOM CONNECTION (45°)

BRANCH TEE CONNECTION (NOTE: BULLHEAD TEE'S ARE NOT

PERMITTED)

DIRECTION OF PITCH

DROP

ELBOW DOWN

ELBOW UP

EXISTING PIPE TO BE REMOVED

EXISTING PIPE TO REMAIN

FLOW DIRECTION DESIGNATION

PUMP

RISE

TOP CONNECTION (45°)

TOP CONNECTION (90°)

BOTTOM CONNECTION (90°)

SPECIALTY GAS SYMBOLS

AIR OUTLET - LAB TYPE

CARBON DIOXIDE OUTLET - HOSPITAL TYPE

MEDICAL AIR OUTLET - HOSPITAL TYPE

MEDICAL VACUUM INLET - HOSPITAL TYPE

NITROGEN OUTLET - HOSPITAL TYPE

NITROUS OXIDE OUTLET - HOSPITAL TYPE

OXYGEN OUTLET - HOSPITAL TYPE

WAGD INLET - HOSPITAL TYPE

NATURAL GAS OUTLET - LAB TYPE

VACUUM OUTLET - LAB TYPE

VACUUM CLEANING STATION - WALL

VACUUM CLEANING STATION - FLOOR

PLUMBING AND FIRE SUPPRESSION

PIPING DESIGNATIONS

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

HOT WATER PIPE (140 DEGS. F.)

HOT WATER PIPE (180 DEGS. F.)

HOT WATER RETURN PIPE (140 DEGS. F.)

HOT WATER RETURN PIPE (180 DEGS. F.)

ARGON PIPE

COMPRESSED AIR PIPE

MEDICAL CARBON DIOXIDE PIPE

COMBINATION FIRE SUPPRESSION AND DOMESTIC

WATER SERVICE

DIESEL FUEL PIPE

SPRINKLER PIPE (DRY)

FIRE SUPPRESSION (STANDPIPE / SPRINKLER MAIN)

FIRE SERVICE

FUEL OIL FLOW LINE

FUEL OIL GAUGE LINE

FUEL OIL RETURN LINE

FUEL OIL SUPPLY LINE

NATURAL GAS PIPE

GARAGE DRAINAGE PIPE

GAS SERVICE

HYDROGEN PIPE

HELIUM PIPE

MEDICAL INSTRUMENT AIR PIPE

KITCHEN WASTE PIPE

LABORATORY COMPRESSED AIR PIPE

LABORATORY VENT PIPE

LABORATORY VACUUM PIPE

LABORATORY WASTE PIPE

MEDICAL NITROGEN PIPE

MEDICAL COMPRESSED AIR PIPE

MEDICAL-SURGICAL VACUUM PIPE

GASOLINE PIPE (NON-LEAD)

MEDICAL NITROUS OXIDE PIPE

NON-POTABLE

MEDICAL OXYGEN PIPE

(OVERFLOW) SECONDARY STORM DRAINAGE PIPE

PROPANE GAS PIPE

PUMP DISCHARGE PIPE

PRE-ACTION / DELUGE SPRINKLER PIPE

PURE WATER PIPE

SPRINKLER PIPE (WET)

SANITARY DRAINAGE PIPE

SOFT COLD WATER

SPRINKLER DRAIN PIPE

STORM DRAINAGE PIPE

FUEL TANK VENT PIPE

TRAP PRIMER DISCHARGE PIPE

TEMPERED WATER PIPE

SANITARY SEWER VENT

WASTE ANESTHESIA GAS DISPOSAL PIPE

WATER SERVICE

140R

180R

CO2

CWS

FOF

FOG

FOR

FOS

NPW

SAN

SCW

STM

WAGD

INDIRECT VENT PIPE

INDIRECT WASTE PIPE

CHECK VALVE

FOB

FOT

SHUTOFF VALVE (REFER TO SPECIFICATIONS

FOR REQUIRED TYPE BASED ON APPLICATIONS)

CONCENTRIC PIPE REDUCER

ECCENTRIC PIPE REDUCER

PRESSURE GAUGE

TEMPERATURE GAUGE OR THERMOMETER

UNION

CLEANOUT

STRAINER

STRAINER WITH A BLOW DOWN VALVE AND

HOSE CONNECTION

DRAIN VALVE WITH HOSE END CONNECTION

AUTOMATIC FLOW CONTROLLER WITH P/T PLUG

IN AND OUT

EXPANSION JOINT

PRESSURE REGULATING VALVE

SAFETY RELIEF VALVE. PIPE DISCHARGE AIR

GAPPED TO FLOOR DRAIN UNLESS NOTED

OTHERWISE.

PRESSURE AND TEMPERATURE TEST PLUG

TRAP PRIMER

VACUUM GAUGE WITH STOP

CLEANOUT TO GRADE OR FINISHED FLOOR

END CAP

MIXING FAUCET

PLUG

HOSE BIB

WALL HYDRANT

PLUG VALVE

SHUTOFF VALVE AND BOX

SHUTOFF VALVE ON RISER

COMBINATION SHUTOFF AND BALANCING

VALVE (REFER TO SPECIFICATIONS FOR

REQUIRED TYPE BASED ON APPLICATIONS)

BALL VALVE, BUTTERFLY VALVE, GATE VALVE

VALVES AND FITTINGS

SOLENOID VALVE

P/T PRESSURE AND TEMPERATURE SAFETY RELIEF

VALVE. PIPE DISCHARGE AIR GAPPED TO

FLOOR DRAIN UNLESS NOTED OTHERWISE.

FIRE DEPARTMENT VALVE

WATER METERM

ACID VENT PIPEAV

ACID WASTE PIPEAW

ABBREVIATIONS

AAP - AREA ALARM PANEL (MEDICAL GAS)

AC - AIR COMPRESSOR OR AIR CONDITIONER

ACC - ACCESS

ACCU - AIR COOLED CONDENSING UNIT

AD - ACCESS DOOR OR AREA DRAIN

ADB - ACID DILUTION BASIN

ADJ - ADJUSTABLE

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

ALT - ALTERNATE

AP - ACCESS PANEL

APPROX - APPROXIMATE

AR - AIR RECEIVER OR ARGON

ARCH - ARCHITECT OR ARCHITECTURAL

ASSY - ASSEMBLY

AV - ACID VENT

AW - ACID WASTE

BDD - BACK DRAFT DAMPER

BFP - BACKFLOW PREVENTER

BLDG - BUILDING

BOB - BOTTOM OF BEAM

BOD - BOTTOM OF DUCT

BOE - BOTTOM OF EQUIPMENT

BOF - BOTTOM OF FOOTING

BOG - BOTTOM OF GRILLE

BOP - BOTTOM OF PIPE

BOT - BOTTOM

BT - BATHTUB

BTU - BRITISH THERMAL UNIT

BTUH - BRITISH THERMAL UNIT PER HOUR

BTWN - BETWEEN

CA - COMPRESSED AIR

CB - CATCH BASIN

CBD - COUNTER BALANCED BACKDRAFT DAMPER

CFCI - CONTRACTOR FURNISHED CONTRACTOR

INSTALLED

CFM - CUBIC FEET PER MINUTE

CFS - COLD FORM STEEL

CHS - CHILLED WATER SUPPLY

CHR - CHILLED WATER RETURN

CI - CAST IRON

CK - CLINICAL SINK

CLG - CEILING

CMU - CONCRETE MASONRY UNIT

CO - CLEAN OUT

CO2 - MEDICAL CARBON DIOXIDE

CONN - CONNECT OR CONNECTION

CONTR - CONTRACTOR

COR - CONTRACTING OFFICER'S REPRESENTATIVE

CORR - CORRIDOR

CS - CLINICAL SINK OR COLD SOFT WATER

CTR - CENTER

CU - COPPER

CW - COLD WATER

CWS - COMBINATION WATER SERVICE

OR CONDENSER WATER SUPPLY

CWR - CONDENSER WATER RETURN

D - DEPTH OR DRAIN LINE

DD - DECK DRAIN

DET - DETAIL

DF - DRINKING FOUNTAIN OR WATER COOLER

OR DIESEL FUEL

DFU - DRAINAGE FIXTURE UNIT

DI - DEIONIZED WATER

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DS - DOWN SPOUT OR SPRINKLER (DRY)

DT - PERFORATED DRAIN TILE

DWG - DRAWING

EA - EACH

EC - ELECTRICAL CONTRACTOR (DIVISION 26)

EEW - EMERGENCY EYE WASH

EJ - EXPANSION JOINT

ELEC - ELECTRICAL

ELEV - ELEVATOR

EQ - EQUIPMENT

ET - EXPANSION TANK

ETR - EXISTING TO REMAIN

ES - EMERGENCY SHOWER

EQS - EQUIPMENT SUPPLIER

EWC - ELECTRICAL WATER COOLER

EXH - EXHAUST AIR

EXP - EXPANSION

EXT - EXTERIOR

EX - EXISTING

F - FIRE CONTROL EQUIPMENT

FC - FLOW CONTROLLER

FCO - FLOOR CLEANOUT

FD - FLOOR DRAIN

FDC - FIRE DEPARTMENT CONNECTION

FDV - FIRE DEPARTMENT VALVE

FF - FIRE HOSE CABINET

FLR - FLOOR

FM - FORCE MAIN

FOB - FLAT ON BOTTOM

FOF - FUEL OIL FLOW

FOG - FUEL OIL GAUGE

FOR - FUEL OIL RETURN

FOS - FUEL OIL SUPPLY

FOT - FLAT ON TOP

FPM - FEET PER MINUTE

FR - FIRE RISER

FS - FLOOR SINK OR FIRE SERVICE

FSC - FIRE SUPPRESSION CONTRACTOR

(DIVISION 21)

FT - FEET

FTG - FOOTING

G - GAS OR NATURAL GAS

GA - GAUGE

GAL - GALLON

GALV - GALVANIZED

GC - GENERAL TRADES CONTRACTOR

GD - GARAGE DRAINAGE

GPM - GALLONS PER MINUTE

GS - GAS SERVICE

GW - GREASE WASTE

H2 - HYDROGEN

HB - HOSE BIBB

HC - HVAC CONTRACTOR (DIVISION 23)

HD - HUB DRAIN

HE - HELIUM

HG - REFRIGERANT HOT GAS

HP - HORSEPOWER OR HIGH POINT

HPC - HIGH PRESSURE CONDENSATE RETURN

HPS - HIGH PRESSURE STEAM SUPPLY

HPW - HIGH PURITY WATER

HPWR - HIGH PURITY WATER RETURN

HR - HOSE REEL

HT - HEAT TRACE

HTR - HEATER

HVAC - HEATING, VENTILATING, AND AIR

CONDITIONING

HW - HOT WATER

HWR - HEATING HOT WATER RETURN

HWS - HEATING HOT WATER SUPPLY

IA - MEDICAL INSTRUMENT AIR

ID - INSIDE DIAMETER

INV - INVERT ELEVATION

IN - INCHES

IV - INDIRECT VENT

IW - INDIRECT WASTE

JS - JANITOR SINK

K - KITCHEN WASTE

KEC - KITCHEN EQUIPMENT CONTRACTOR

L - LENGTH

LA - LABORATORY COMPRESSED AIR

LAV - LAVATORY

LBS - POUNDS

LCW - LABORATORY COLD WATER

LEC - LABORATORY EQUIPMENT CONTRACTOR

LHW - LABORATORY HOT WATER

LHWR - LABORATORY HOT WATER RETURN

LPC - LOW PRESSURE CONDENSATE RETURN

LPS - LOW PRESSURE STEAM SUPPLY

LV - LABORATORY WASTE

MA - MEDICAL COMPRESSED AIR

MAP - MASTER ALARM PANEL (MEDICAL GAS)

MAX - MAXIMUM

MB - MOP BASIN

MC - MECHANICAL CONTRACTOR (DIVISION 23)

MEZZ - MEZZANINE

MFR - MANUFACTURER

MH - MANHOLE

MIN - MINIMUM OR MINUTE

MISC - MISCELLANEOUS

MTD - MOUNTED

MTG - MOUNTING

MPC - MEDIUM PRESSURE CONDENSATE RETURN

MPS - MEDIUM PRESSURE STEAM SUPPLY

MU - WATER MAKE-UP

MV - MEDICAL SURGICAL VACUUM

N2 - MEDICAL NITROGEN

N/C - NORMALLY CLOSED

NG - GASOLINE (NON-LEAD)

NIC - NOT IN CONTRACT

N/O - NORMALLY OPEN

NO - MEDICAL NITROUS OXIDE

NOM - NOMINAL

NPW - NON-POTABLE WATER

NPT - NATIONAL PIPE THREAD

NTS - NOT TO SCALE

02 - MEDICAL OXYGEN

OA - OUTDOOR AIR

OD - OUTSIDE DIAMETER OR OVERFLOW

DRAIN

OFCI - OWNER FURNISHED CONTRACTOR

INSTALLED

OFOI - OWNER FURNISHED OWNER INSTALLED

P - PROPANE GAS

PC - PLUMBING CONTRACTOR (DIVISION 22)

OR PUMPED CONDENSATE RETURN

PD - PUMP DISCHARGE OR PARAPET DRAIN

PIV - POST INDICATOR VALVE

PLBG - PLUMBING

PS - PRE-ACTION/DELUGE SPRINKLER

PRESS - PRESSURE

PRV - PRESSURE REGULATING VALVE

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PSV - PRESSURE SUSTAINING VALVE

PSIG - POUNDS PER SQUARE INCH GAUGE

PW - PURE WATER

RA - RETURN AIR

RAD - RADIUS

RCP - REINFORCED CONCRETE PIPE

RD - ROOF DRAIN

REC - RECESSED

REQD - REQUIRED

RI - ROUGH IN

RL - REFRIGERANT LIQUID

ROS - REVERSE OSMOSIS WATER SUPPLY

ROR - REVERSE OSMOSIS WATER RETURN

RPM - REVOLUTIONS PER MINUTE

RS - REFRIGERANT SUCTION

RV - RELIEF VALVE

S - SPRINKLER (WET)

SA - SHOCK ARRESTOR OR SUPPLY AIR

SAN - SANITARY OR SANITARY DRAIN

SCH - SCHEDULE

SCW - SOFT COLD WATER

SD - SPRINKLER DRAIN OR SUBSOIL DRAIN

SH - SHOWER

SHT - SHEET

SK - SINK

SPEC - SPECIFICATIONS

SQ - SQUARE

SR - SUPPLY RISER

SS - SANITARY STACK (SOIL OR WASTE) OR

STAINLESS STEEL

STD - STANDARD

STM - STORM OR STORM DRAINAGE

STRUC - STRUCTURAL OR STRUCTURE

SUC - SITE UTILITY CONTRACTOR

T - FUEL TANK VENT

TD - TRENCH DRAIN

TEMP - TEMPERATURE

TOB - TOP OF BEAM

TOD - TOP OF DUCT

TOE - TOP OF EQUIPMENT

TOF - TOP OF FOOTING

TOJ - TOP OF JOIST

TOP - TOP OF PIPE

TOS - TOP OF SLAB OR TOP OF STEEL

TF - TRAP FILLER

TP - TRAP PRIMER OR TRAP PRIMER

DISCHARGE

TW - TEMPERED WATER

TYP - TYPICAL

UR - URINAL

UNO - UNLESS NOTED OTHERWISE

V - VENT OR SANITARY SEWER VENT

VAC - VACUUM

VC - VACUUM CLEANING

VCV - VACUUM CLEANING VALVE

VE - VACUUM EXHAUST

VEL - VELOCITY

VIB - VALVE IN BOX

VOL - VOLUME

VP - VACUUM PUMP

VS - VENT STACK

VTR - VENT THROUGH ROOF

VR - VENT RISER

W/ - WITH

W/0 - WITHOUT

W - WASTE

WAGD - WASTE ANESTHESIA GAS DISPOSAL

WC - WATER CLOSET

WCO - WALL CLEANOUT

WH - WALL HYDRANT OR WATER HEATER

WIV - WALL INDICATOR VALVE

WS - WATER SERVICE

YCO - YARD CLEANOUT

ZVC - ZONE VALVE CABINET

PIPE RISER

NOTE:

ALL SYMBOLS AND ABBREVIATIONS ARE SUBJECT

TO MODIFICATIONS ON OTHER DRAWINGS.

ALL SYMBOLS OR ABBREVIATIONS MIGHT NOT

NECESSARILY BE USED ON THIS PROJECT.

1 HR. ENCLOSURE

2 HR. ENCLOSURE

SMOKE BARRIER

SMOKE PARTITION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

LEGENDS AND ABBREVIATIONS

P001

KGPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

m m

A X

SIDE VIEW TRAPEZE HANGER FOR UP TO

453KG [1000 LB.] UNIFORM LOAD

ADJUSTABLE CLEVIS HANGER TYPE 1

- SEE SPECIFICATIONS

ADJUSTABLE CLEVIS HANGER TYPE 43

- SEE SPECIFICATIONS

MAXIMUM PIPE/TUBING SUPPORT SPACING

NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE.

NOM. SIZE

PIPE

TUBING

[IN]

[FT]

THRU 20

[THRU 3/4]

[7]

[5]

[1]

[7]

[6]

[11/4]

[7]

[11/2]

[9]

[8]

[2]

[10]

[8]

[21/2]

[11]

[9]

[3]

[12]

[10]

[4]

[14]

[12]

[5]

[16]

[13]

[6]

[17]

[14]

[8]

[19]

[16]

BAND

43mm [1-5/8"] 12 GAUGE CHANNEL OR 50x50x6.4mm

[2"X2"X1/4"] ANGLE

15mm [1/2"] DIA.

HANGER RODS WITH

900mm [36"] MAX.

SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD

AT HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF

MIN. DENSITY) UNDER

INSULATION SHIELD

INSULATION (VAPOR

BARRIER TYPE IS

REQUIRED FOR LOW

TEMPERATURE PIPE)

HANGER ROD

NOTE:

SEE SPECS FOR DETAILED HANGER

REQUIREMENTS

PROVIDE INSULATION SHIELD

& INSERT FOR ALL PIPING

(200mm [8"] MIN.)

STEEL EXPANSION SHIELD FOR EXISTING

CONSTRUCTION AND INSERTS FOR NEW

CONSTRICTION THIS TYPE SHALL BE USED ONLY

IN SLABS OR BEAMS OF 4" [100mm] MIN DEPTH

3/8" [10mm] MIN DIA EXPANSION BOLTS FOR

EXISTING CONSTRUCTION AND INSERTS FOR

NEW CONSTRUCTION

CONCRETE

FLOOR SLAB

CLIP

ANGLE

NUTS & WASHERS

3/8" [10mm] MIN DIA

HANGER RODS

FOR PIPES UNDER 2" [50mm] IN SIZE USE 1 1/2"x1 1/2"x1/4" [40x40x6.4mm] ANGLE. ALL PIPES 2" [50mm] & LARGER USE 3"x3"x1/4" [75x75x6.4mm] ANGLE

TURNBUCKLE

3/8" [10mm] MIN DIA

HANGER RODS

3/8" [10mm] MIN DIA INSERTS

NEW CONSTRUCTION ONLY.

SEQUENCE OF CONSTRUCTION FOR DEAD END REMOVAL

GENERAL NOTES:

A CONTRACTOR SHALL THOROUGHLY STUDY DESIGN DRAWINGS AND

ALL EXISTING CONDITIONS PRIOR TO STARTING PROPOSED

SCHEDULE.

B PHASING INDICATED BELOW IS ONE POSSIBLE SOLUTION TO MINIMIZE

DOWNTIME OF THE BUILDING PLUMBING SYSTEM. CONTRACTOR IS

REQUIRED TO SUBMIT A DETAILED SEQUENCE OF CONSTRUCTION/

PHASING NARRATIVE TO THE COR AT THE BEGINNING OF THE

PROJECT INDICATING DOMESTIC WATER OUTAGES/ DURATION,

SWITCH OVER DATES, AND PROJECT MILESTONES. PHASING PLAN

SHALL ALSO IDENTIFY PARTITIONS/FINISHES PROPOSED FOR

DISTURBANCE. DEVIATIONS FROM THE PROPOSED SEQUENCE OF

CONSTRUCTION WILL BE REVIEWED, BUT WILL NOT BE GROUNDS FOR

ADDITIONAL COST TO THE GOVERNMENT.

C ALL DOMESTIC WATER SWITCHOVER WORK REQUIRING BUILDING

PLUMBING SYSTEM OUTAGES AND/OR DOWNTIME SHALL BE

PERFORMED OUTSIDE OF NORMAL WORKING HOURS, OUTAGES OF

ALL TYPES SHALL BE AS MINIMAL AS POSSIBLE.

D THE PHASE DESCRIPTIONS INDICATE A GENERAL FLOW OF WORK

AND ARE NOT INTENDED TO CONVEY INSTRUCTIONS FOR EVERY

ASPECT OF THE CONSTRUCTION PROJECT.

E PROVIDE COORDINATION DRAWINGS FOR ALL NEW EQUIPMENT

AND PIPING WITH PATHWAYS VERIFIED IN THE FIELD AND

SIGNED-OFF BY THE CONTRACTOR.

F STATION CONSISTS OF A FULLY FUNCTIONAL HOSPITAL/ HEALTHCARE

FACILITY WITH MEDICAL, RESIDENTIAL, INPATIENT MENTAL HEALTH

AND COMMUNITY LIVING CENTERS, ETC. INCLUDE LABOR AND

MATERIAL TO ACCOMMODATE ACCESS REQUIRED FOR WORK IN

THESE VARIOUS SPACES. EXTENSIVE COORDINATION MUST OCCUR

TO MINIMIZE DISRUPTION AS MUCH AS POSSIBLE.

G 21 DAYS BEFORE ANY SYSTEM OUTAGE/ DOWNTIME, CONTRACTOR

SHALL SET-UP A MEETING WITH COR AND DEPARTMENT MANAGERS

TO REVIEW SPECIFIC AREAS OF OUTAGE, OUTAGE START AND END

TIME. EACH DEPARTMENT MUST BE BRIEFLY SURVEYED TO

DETERMINE OVERALL IMPACT OF OUTAGE AND EXPLAINED TO COR

AND MANAGERS.

H DEAD-END REMOVAL WORK AND MONITORING STATION INSTALLATION

WORK REQUIRING BUILDING PLUMBING SYSTEM OUTAGES AND/ OR

DOWNTIME SHALL BE PERFORMED OUTSIDE OF NORMAL WORKING

HOURS. OUTAGE/ DOWNTIME SHALL BE AS MINIMAL AS POSSIBLE.

1 TEST REVISED PIPING IN ITS ENTIRETY OR IN SECTIONS IN CONFORMANCE

WITH SPECIFICATION SECTION 22 11 00, PRIOR TO APPLICATION OF

NEW INSULATION OR CONCEALMENT OF PIPING.

a) ENSURE THAT AIR IS VENTED FROM PIPING WHEN PIPING IS

HYDROSTATICALLY TESTED.

b) FURNISH A WRITTEN RECORD OF EACH PIPING SYSTEM TEST

INDICATING DATE, SYSTEM, PRESSURE, DURATION, AND RESULTS

OF TEST.

c) LEAKS DISCOVERED DURING TESTING SHALL NOT BE PATCHED.

THREADED CONNECTIONS SHALL BE EITHER TIGHTENED OR

REPLACED.

2 KEEP NEW PIPING SYSTEM(S) ISOLATED FROM THE EXISTING SYSTEM

UNTIL AFTER DISINFECTION IS COMPLETED AND PROVEN ACCEPTABLE

BY BACTERIOLOGICAL TEST RESULTS.

a) PROVIDE A SERVICE COCK AT THE POINT OF ISOLATION FOR

INJECTION OF THE DISINFECTION AGENT.

b) THOROUGHLY FLUSH THE SYSTEM PRIOR TO DISINFECTION.

c) DISINFECTION SHALL BE PERFORMED IN ACCORDANCE WITH AWWA

C651 AND SPECIFICATION SECTION 22 11 00.

d) DISINFECTION SHALL BE BY MEANS OF A CHLORINE SOLUTION

INJECTED INTO THE WATER SYSTEM.

e) EACH DOWNSTREAM OUTLET SHALL BE TESTED TO PROVE

PRESENCE OF MINIMUM CHLORINE CONCENTRATION.

f) DOCUMENT THAT ADEQUATE LEVELS OF CHLORINE ARE PRESENT

IN ALL PARTS OF THE SYSTEM BEING DISINFECTED.

g) FOLLOWING THE APPROPRIATE RETENTION PERIOD, FLUSH OUT

THE SYSTEM WITH CLEAN WATER UNTIL THE RESIDUAL FREE

CHLORINE CONTENT IS EQUAL TO THE LEVEL OF INCOMING WATER,

BUT NOT GREATER THAN 1.5 PARTS PER MILLION.

h) PERFORM A BACTERIOLOGICAL ANALYSIS OF THE POTABLE WATER

SYSTEM. ONE TEST SAMPLE SHALL BE COLLECTED FROM THE END

OF THE REVISED MAIN/ BRANCH AND ONE FROM EACH BRANCH.

PROVIDE CERTIFICATION STATING THE NAME OF THE LAB

PERFORMING THE TESTING, THE JOB NAME, THE DATE OF THE

SAMPLES, AND RESULTS OF THE TESTING.

i) DISINFECTION PROCEDURES SHALL BE WITNESSED OR APPROVED BY

THE COR. CONTRACTOR SHALL PROVIDE COR A COPY OF THE

BACTERIOLOGICAL ANALYSIS REPORT.

DISINFECTION AND TESTING:DEAD-END REMOVAL:

1 THE CONTRACTOR SHALL SURVEY ALL EXISTING PIPING DEAD-ENDS TO BE

REMOVED TO DETERMINE EXACT LOCATION. SIZE AND SPACE AVAILABLE

FOR REMOVAL AND REPLACEMENT WORK, AND ENSURE EXISTING

DEAD-END CAN BE COMPLETELY REMOVED, INCLUDING TEE/ FITTING AT

MAIN, AND REPLACED WITH NEW PIPE NIPPLE/ COUPLING/ FITTING.

2 PIPING CONTAINING DEAD-ENDS SHALL BE ISOLATED AND DRAINED TO

ACCOMMODATE REMOVAL AND NEW WORK.

3 PRIMARY REMOVAL PROCESS: DEAD-END PIPING SHALL BE REMOVED

COMPLETELY BACK TO ACTIVE MAIN/ BRANCH, INCLUDING TEE/FITTING

CONNECTING IT TO WATER SUPPLY PIPING.

CONTINGENCY REMOVAL PROCESS: IF DEAD-END CANNOT BE REMOVED VIA

THE PRIMARY REMOVAL PROCESS, A WRITTEN EXPLANATION, AND REQUEST

TO UTILIZE CONTINGENCY REMOVAL PROCESS SHALL BE SUBMITTED TO

COR FOR APPROVAL ON AN INDIVIDUAL BASIS. IF APPROVED, CONTRACTOR

SHALL REMOVE DEAD-END BACK TO WITHIN TWO (2) PIPE DIAMETERS FROM

THE BRANCH, RISER, OR MAIN IT IS CONNECTED TO, AND CAP.

4 NEW PIPE NIPPLE/ COUPLING/ FITTING SHALL BE INSTALLED ON

MAIN/ BRANCH. MAKE PROVISIONS FOR TESTING AND STERILIZING PIPING

AFFECTED BY REVISION WORK. INSTALLATION WORK SHALL CONFORM TO

SPECIFICATION SECTION 22 11 00-3.1.

5 DEAD-ENDS WITHIN WALLS MAY BE ABANDONED ONCE DISCONNECTED

FROM MAINS IF REMOVAL OF PIPING REQUIRES SIGNIFICANT CONSTRUCTION

WITHIN OTHERWISE UNDISTURBED AREAS. DISCONNECTED PIPES TO BE

ABANDONED MUST BE REVIEWED AND APPROVED BY THE COR.

CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL REMAINING

ABANDONED AND IN-SERVICE PIPE IS ADEQUATELY SUPPORTED.

*DIP CHLORINATION IS ACCEPTABLE AT EACH LOCATION OF DEAD-END

REMOVAL, HOWEVER, UPON COMPLETION OF AN ENTIRE FLOOR, THE

DCW AND DHW PIPING SYSTEM SHALL BE STERILIZED IN ITS ENTIRETY

UTILIZING THE PROCEDURE DETAILED ON THIS SHEET:

DEAD-END

MAIN/ BRANCH

MAIN/ BRANCHPRIMARY DEAD-END

REMOVAL STRATEGY

EXISTING PIPING

WITH DEAD-ENDS

CONTINGENCY DEAD-END

REMOVAL STRATEGY

CHECK VALVE FLOW CONTROLLER

BALL VALVE

GENERAL NOTES

THESE NOTES APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL

CONTRACTORS AND / OR SUBCONTRACTORS THAT WORK WITHIN THIS

BUILDING.

1. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO

BECOME FAMILIAR WITH THE EXISTING CONDITIONS. THESE

DEMOLITION SHEETS SHALL SERVE TO AID THE CONTRACTOR IN THE

EVALUATION OF THE EXTENT OF DEMOLITION: BUT SHALL NOT BE

HELD TO BE ALL INCLUSIVE.

2. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR

TO REMOVAL, TO ENSURE SUCH REMOVAL DOES NOT DEACTIVATE

ACTIVE PLUMBING FIXTURES OF THE EXISTING BUILDING. IF THE

INSPECTION INDICATES THAT ACTIVE PLUMBING FIXTURES MAY BE

COMPROMISED, NOTIFY THE CONTRACTING OFFICER

REPRESENTATIVE (COR) IMMEDIATELY.

3. CONTRACTORS SHALL COORDINATE ALL UTILITY SHUTDOWNS AND

INTERRUPTIONS WITH THE COR TWO (2) WEEKS PRIOR TO

SHUTDOWN.

4. GENERAL CONTRACTOR TO COORDINATE ALL ASSOCIATED WORK

WITH ALL SUB-CONTRACTORS.

5. ALL CONTRACTORS TO VERIFY STAGING AND STORAGE LOCATIONS

OF ALL MATERIALS AND EQUIPMENT WITH COR PRIOR TO BEGINNING

OF CONSTRUCTION.

6. ALL CONSTRUCTION AREAS AND ASSOCIATED WORK AREAS SHALL

BE KEPT CLEAN BY THE CONTRACTOR - DAILY.

7. ALL CONTRACTORS TO PROTECT EXISTING EQUIPMENT, SYSTEMS,

FINISHES, AND BUILDING COMPONENTS FROM DEMOLITION DEBRIS

AND EQUIPMENT.

8. CONTRACTOR TO ENSURE NO DEMOLITION DEBRIS IS LEFT IN THE

AREA OF WORK AND ON THE SITE AT THE COMPLETION OF ALL

DEMOLITION WORK.

9. DIMENSIONS ARE TO EDGE OF WALL OR TO FACE OF WALL UNLESS

NOTED OTHERWISE. BUILDING DIMENSIONS ARE APPROXIMATE.

CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO

BEGINNING OF CONSTRUCTION.

10. ALL CONTRACTORS SHALL BE RESPONSIBLE FOR ANY DAMAGES

CAUSED BY THEM DURING THE CONSTRUCTION PROCESS. IN THE

EVENT OF ANY DAMAGES CONTRACTOR IS TO CONTACT COR

IMMEDIATELY; PRIOR TO THE END OF THE DAY OF CONSTRUCTION.

11. ALL CONTRACTORS TO COORDINATE RELOCATION AND STORAGE OF

EXISTING AND DEMOLISHED EQUIPMENT AND MATERIALS WITH THE

COR PRIOR TO THE START OF CONSTRUCTION.

12. ABATEMENT OF EXISTING HAZARDOUS MATERIALS (ASBESTOS,

LEAD) IS REQUIRED. SEE NOTES ON THIS SHEET FOR DIRECTION.

13. CONTRACTOR SHALL IMMEDIATELY INFORM THE COR IN THE EVENT

THAT MATERIALS OBSERVED ARE SUSPECTED TO CONTAIN

ASBESTOS.

14. INDIVIDUAL FIXTURE TAKEOFFS FROM PIPING ARE NOT SHOWN DUE

TO BEING HIDDEN WITHIN CONSTRUCTION. VERTICAL RUNS OF

PIPING SHOWN ON THE ISOMETRICS REPRESENT PIPING BETWEEN

FLOORS OR PIPING ENTERING WALLS NEAR FIXTURES. THESE

VERTICAL RUNS MIGHT FEED FROM PIPING SHOWN ON OTHER

SHEETS.

15. WORK REQUIRES REMOVAL OF PIPE THAT PENETRATES WALLS AND

FLOORS OF VARIOUS FINISHES AND FIRE RATINGS. THE

CONTRACTOR IS RESPONSIBLE FOR PATCHING ALL HOLES CREATED

AS A PART OF WORK TO MATCH EXISTING APPEARANCE OR AS

NOTED OTHERWISE. REPAIRS SHALL MAINTAIN SOUND SEPARATION

AND INDICATED FIRE RATING.

16. CONTRACTOR SHALL LIMIT DISTURBANCE TO EXISTING FINISHES.

PATCH DISTURBED FINISHES SHALL MATCH EXISTING ADJACENT

SURFACES.

17. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT UTILITY

SHUTDOWNS DO NOT CAUSE DAMAGE OPERATING PLUMBING OR

HVAC SYSTEMS.

18. CONTRACTOR IS RESPONSIBLE FOR INVESTIGATION OF EXISTING

CONDITIONS TO DETERMINE APPROPRIATE VALVING FOR WATER

SYSTEM SHUT DOWNS. OPERATION OF VALVING IN CAMPUS WATER

DISTRIBUTION LOOP IS REQUIRED. VALVING AND OUTAGES SHALL BE

COORDINATED WITH COR.

19. CONTRACTOR SHALL PROVIDE STAINLESS STEEL COVER PLATES AT

ALL PLUMBING PENETRATIONS AND WALL APPURTENANCES

SCHEDULED TO BE REMOVED.

20. ALL DISTURBED FINISHES SHALL BE REPAIRED TO MATCH EXISTING

ADJACENT FINISH.

21. PROVIDE OFFSETS AS NECESSARY TO COMPLETE SYSTEMS AND

COORDINATE WORK WITH OTHER TRADES.

22. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE SUSPENDED

CEILINGS FOR VALES, CLEANOUTS, CONTROLS, ETC.

ASBESTOS ABATEMENT:

ASBESTOS-CONTAINING MATERIALS (ACM) ARE PRESENT WITHIN

VARIOUS PROJECT AREAS. SEE SPECIFICATION 02 82 11 FOR EXTENT OF

WORK. THE CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL

ABATEMENT OF ACM IN RENOVATION AREAS. COORDINATE WITH COR.

LEAD PAINT:

LEAD-CONTAINING PAINT MUST BE ASSUMED ON ALL PAINTED

SURFACES. CONTRACTOR IS RESPONSIBLE FOR ADDRESSING ALL

PAINTS AS CONTAINING LEAD PER THE APPROPRIATE SPECIFICATION

SECTION: 02 83 33.13 FOR LEAD PAINT REMOVAL AND DISPOSAL,

SECTION 02 41 00 FOR DEMOLITION DISTURBING LEAD PAINT, AND

SECTION 09 091 00 FOR SURFACE PREPARATION DISTURBING LEAD

PAINT.

HAZARDOUS MATERIALS

THERAPEUTIC RESIDENCE (TR)

HOUSES

TWO (2) TR HOUSES ARE INCLUDED IN THE SCOPE OF THIS PROJECT.

THESE HOUSES ARE NOT ON THE BATTLE CREEK VA MEDICAL CENTER

CAMPUS. TR HOUSES ARE LOCATED AT:

1631 W MICHIGAN AVE

BATTLE CREEK, MI 49037

560 CAPITAL AVE NE

BATTLE CREEK, MI 49017

TR HOUSES ARE OCCUPIED. NO DRAWINGS WILL BE PROVIDED TO THE

CONTRACTOR FOR THE TR HOUSES. CONTRACTOR IS RESPONSIBLE FOR

EVALUATING THE SCOPE OF WORK AGAINST THE EXISTING CONDITIONS.

THE SCOPE OF WORK FOR THE TR HOUSES IS DEFINED HEREIN:

1. IDENTIFY ALL STEEL DOMESTIC WATER PIPING. REPLACE PIPING AND

VALVES WITH COPPER OR OTHERWISE IN ACCORDANCE WITH THE

SPECIFICATIONS. SOME RE-PIPING WILL REQUIRE REPLACEMENT OF

HARDWARE CONNECTION TO APPLIANCES SUCH AS WASHING

MACHINES. REPAIR FINISHES TO MATCH EXISTING WHERE

DISTURBED TO ACCESS PIPING.

2. IDENTIFY AND REMOVE ALL FIELD FABRICATED AIR CHAMBER OR

WATER HAMMER ARRESTERS. REPLACE WITH CERTIFIED WATER

HAMMER ARRESTER TIGHT TO ACTIVE WATER PIPING.

3. IDENTIFY AND REMOVE ALL CONNECTED BUT INACTIVE SEGMENTS

OF PIPING INCLUDING FITTING AT ACTIVE SECTION OF PIPING.

REPAIR SECTION OF ACTIVE PIPING BY SPLICING IN NEW SECTIONS

OF PIPING AND FITTINGS TO RECONNECT ACTIVE PORTION OF THE

SYSTEM. SEE DEAD-LEG REMOVAL DETAIL/DESCRIPTION, VA

DIRECTIVE 1061, AND SPECIFICATIONS FOR MORE INFORMATION.

REPAIR FINISHES TO MATCH EXISTING WHERE DISTURBED TO

ACCESS PIPING.

4. INSULATE ALL ACCESSIBLE DOMESTIC WATER PIPING (HOT AND

COLD). LABEL PIPING ACCORDING TO SPECIFICATION 09 91 00.

5. FLUSH AND DISINFECT PIPING PER DRAWINGS AND SPECIFICATIONS.

DEDUCT ALTERNATE #1

CONTINUOUS WATER QUALITY

MONITORING EQUIPMENT

NEW SINGLE HOT OR COLD WATER QUALITY MONITORING STATIONS

SHALL MONITOR PH, TOTAL DISSOLVED SOLIDS, OXIDANT REDUCTION

POTENTIAL, TEMPERATURE, AND PRESSURE OF THE HOT OR COLD

WATER SYSTEM AS DESIGNATED ON THE DRAWINGS.

NEW DUAL HOT AND COLD WATER QUALITY MONITORING STATIONS

SHALL MONITOR BOTH HOT AND COLD WATER PH, TOTAL DISSOLVED

SOLIDS, OXIDANT REDUCTION POTENTIAL, TEMPERATURE, AND

PRESSURE.

WATER QUALITY MONITORING EQUIPMENT SHALL MATCH

MANUFACTURER AND STYLE OF EQUIPMENT INSTALLED BY VA PROJECT

# 515-13-120 "INSTALL WATER MONITORING SYSTEM". REFERENCE

SPECIFICATION 22 05 19 FOR ADDITIONAL DETAILS REGARDING

EQUIPMENT AND BAS INTEGRATION.

DETAILS 6 AND 7 ON THIS SHEET ARE PROVIDED FOR A GENERAL

UNDERSTANDING OF HOW THE PANELS ARE INSTALLED. INSTALLATION

SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER

INSTRUCTIONS. DESIGN TEMPERATURE FOR HOT WATER COMPONENTS

SHALL BE AT MINIMUM 140 DEG F.

ALL MONITORING POINTS SHALL BE INTEGRATED INTO THE SITE

BUILDING AUTOMATION SYSTEM. CONTROLS INTEGRATOR SHALL

PROVIDE INTEGRATION DESIGN AND ALL REQUIRED EQUIPMENT

INCLUDING BUT NOT LIMITED TO EQUIPMENT GATEWAYS, ROUTERS,

CONTROLLERS, POWER SUPPLIES, ENCLOSURES.

PROVIDE A DEDICATED LOCAL 120V, 20A CIRCUIT TO POWER CONTROL

PANEL. INSTALL A SWITCH INSIDE CONTROL PANEL FOR DISCONNECTING

MEANS.

INSTALLATION:

1. THE CONTRACTOR SHALL SURVEY ALL EXISTING PIPING AT PROPOSED

MONITORING STATION LOCATIONS TO DETERMINE EXACT LOCATION

AND ADEQUATE SIZE AND SPACE IS AVAILABLE FOR NEW WORK.

EXISTING EQUIPMENT MAY REQUIRE RELOCATION WITHIN SPACE AND

SHALL BE COORDINATED WITH COR. SEE ARCHITECTURAL SHEETS FOR

ADDITIONAL DETAILS.

2. TAP LOCATIONS FOR COLD AND HOT WATER SAMPLES ARE

RECOMMENDED ON PLANS PER THE FOLLOWING REQUIREMENTS:

A. HOT WATER SAMPLE SHALL TAP OFF OF THE HOT WATER SUPPLY

OR RETURN HEADER (NOT ON BRANCH TO FIXTURE).

B. COLD WATER MAY TAP OFF OF NEARBY HEADER OR BRANCH OF AT

LEAST 3/4" NOMINAL PIPE SIZE.

SIGNIFICANT DEVIATION FROM RECOMMENDED TAP LOCATIONS SHALL

BE COORDINATED WITH COR. PIPING BETWEEN PANEL AND TAP SHALL

BE 3/4" UNLESS RECOMMENDED OTHERWISE BY PANEL

MANUFACTURER AND APPROVED BY OWNER.

3. RECOMMENDED TAP LOCATIONS LOCATIONS MAY BE IN OTHER AREAS

OR FLOORS OF THE BUILDING THAN THE MONITORING PANELS.

4. SAMPLE TAP PAIRS SHALL BE SPACED MINIMUM 24" FROM EACH OTHER.

ISOLATION VALVE SHALL BE AS CLOSE AS PRACTICABLE TO TAP

LOCATION.

5. CONTRACTOR SHALL SURVEY AREA TO LOCATE POWER AND BUILDING

AUTOMATION SYSTEM INTEGRATION POINTS.

6. PIPING AT PROPOSED MONITORING STATION LOCATIONS SHALL BE

ISOLATED AND DRAINED TO ACCOMMODATE INSTALLATION OF

ISOLATION VALVES, MONITORING PROBES, AND ACCESSORIES.

7. MAKE PROVISIONS FOR TESTING AND STERILIZING PIPING AFFECTED BY

REVISION WORK. INSTALLATION WORK SHALL CONFORM TO

SPECIFICATION SECTION 22 11 00.

8. PROVIDE PROVISIONS FOR VENTING HIGH POINTS CREATED IN PIPING

BETWEEN TAP LOCATION AND PANEL CONNECTION.

9. ALL SAMPLE PIPING SHALL BE INSULATED. PIPING WITHIN PUBLIC AREAS

SHALL BE CONCEALED AS SHOWN ON ARCHITECTURAL SHEETS. ALL

FINISHES SHALL MATCH EXISTING.

10. INCLUDE ALL ELECTRICAL WORK REQUIRED ASSOCIATED WITH THE

INSTALLATION OF MECHANICAL AND PLUMBING EQUIPMENT SHOWN

THROUGHOUT THESE DOCUMENTS.

11. PROVIDE DIRECT WIRING OF EQUIPMENT PER THE MANUFACTURERS

REQUIREMENTS. RECEPTACLES MAY BE USED AS AN ALTERNATE BUT

REQUIRE APPROVAL FROM MANUFACTURER AND OWNER.

12. ALL WIRING SHALL BE INSTALLED IN METAL RACEWAYS.

13. PROVIDE ANY NEW CIRCUIT BREAKERS REQUIRED FOR THESE

CIRCUITS.

14. INSTALL CONTROL AND DATA WIRING IN METALLIC RACEWAYS.

15. COMMUNICATIONS AND SIGNAL WIRING SHALL CONFORM TO THE

RECOMMENDATIONS OF THE MANUFACTURERS SYSTEM, BUT NOT LESS

THAN CATEGORY 6A.

(E) DOMESTIC WATER

(COLD OR HOT) 3/4" SAMPLE WATER TAP (TYP)

SINGLE

MONITORING

PANEL

3/4" ISOLATION

VALVE (TYP)

(E) DOMESTIC HOT WATER

3/4" SAMPLE

WATER TAPS

DUAL

MONITORING

PANEL

(E) DOMESTIC COLD WATER

3/4" SAMPLE

WATER TAPS

3/4" ISOLATION

VALVE (TYP)

FIXTURE UPGRADES

CONTRACTOR SHALL INSTALL FIXTURES WITH CAPABILITY FOR

PROGRAMMABLE AUTOMATIC FLUSHING AT VARIOUS LOCATIONS

WHERE INDICATED ON THE PLAN DRAWINGS BY KEYNOTE.

FIXTURE SPECIFICATIONS ARE PROVIDED BELOW. CONTRACTOR IS

RESPONSIBLE FOR INSPECTION OF THE EXISTING FIXTURE AND

VERIFICATION OF THE APPROPRIATE FIXTURE SIZE, SINK DECK

CLEARANCE, MOUNTING HARDWARE, COVER PLATES, ETC.

CONTRACTOR SHALL REPAIR ARCHITECTURAL FINISHES WITH

STAINLESS COVER PLATE OR MATCH EXISTING FINISHES (SEE GENERAL

NOTES, THIS SHEET). COVER PLATES ON EXISTING SINK DECK SHALL

COMPLETELY CONCEAL HOLES IN THE SINK AT THE FORMER HANDLE

LOCATIONS.

FAUCETS (PP-101 ON DRAWINGS)

1. DECK MOUNTED SINGLE OUTLET TRADITIONAL LAVATORY STYLE

FAUCET WITH INFRARED SENSOR.

2. PROGRAMMABLE AUTOMATIC FLUSH SCHEDULE WITH ADJUSTABLE

FLUSH DURATION.

3. AVAILABLE AS HARDWIRED OR BATTERY OPERATED (CONTRACTOR

SHALL HARDWIRE IF POWER AVAILABLE TO EXISTING FIXTURE TO BE

REPLACED).

4. LAMINAR FLOW (NON-AERATING) OUTLET.

5. CAPABLE OF TEMPORARY HIGH TEMPERATURE FLUSH (UP TO 180F)

6. CERTIFIED TO NSF 61. ADA COMPLIANT. INSTALLED WITH ASSE 1070

MIXING VALVE.

WATER CLOSET FLUSH VALVES (PP-201 ON DRAWINGS)

1. EXPOSED, BATTERY POWERED (SIZE AA), INFRARED SENSOR

ACTIVATED WATER CLOSET FLUSHOMETER FOR FLOOR MOUNTED

OR WALL HUNG TOP SPUD BOWLS.

2. EXPOSED DIAPHRAGM TYPE, CHROME PLATED, RIGHT OR LEFT HAND

SUPPLY.

3. FLUSH OVERRIDE BUTTON. ADA COMPLIANT.

4. AUTOMATIC FLUSH EVERY 24 HOURS OF NON-USE.

BUILDING 300 - TREATMENT

SYSTEM

ALL WORK SHOWN ON SHEET 300P101 IS INCLUDED IN DEDUCT

ALTERNATE #2, INCLUDING CONSTRUCTION PERMITTING ASSOCIATED

WITH INSTALLATION OF WATER TREATMENT SYSTEM.

DEDUCT ALTERNATE #2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

GENERAL NOTES AND DETAILS

P002

KGPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

DETAIL NOTES

1 EXISTING DOMESTIC WATER MAIN PIPING.

2 REMOVE EXISTING DEAD-END PIPING COMPLETELY, INCLUDING CONNECTION,

BACK TO ACTIVE MAIN. REFER TO SEQUENCE OF CONSTRUCTION AND PHASING

NOTES ON THIS SHEET.

3 INSTALL NEW DOMESTIC WATER PIPING OR FITTING AT ACTIVE MAIN. REFER TO

SEQUENCE OF CONSTRUCTION AND PHASING NOTES ON THIS SHEET.

4 UPON APPROVAL OF THE COR (REFER TO CONTINGENCY REMOVAL PROCESS -

PHASING NOTE #3 ON THIS DRAWING) REMOVE EXISTING DEAD-END PIPING

BACK TO WITHIN TWO (2) PIPE DIAMETERS OF ACTIVE MAIN. REFER TO

SEQUENCE OF CONSTRUCTION AND PHASING NOTES ON THIS SHEET.

5 UPON APPROVAL OF THE COR (REFER TO CONTINGENCY REMOVAL PROCESS -

PHASING NOTE #3 ON THIS DRAWING) INSTALL NEW CAP ON DOMESTIC WATER

PIPING STUB WITHIN TWO (2) PIPE DIAMETERS OF ACTIVE MAIN. REFER TO

SEQUENCE OF CONSTRUCTION AND PHASING NOTES ON THIS SHEET.

SCALE: NONE

FLOW CONTROLLER ASSEMBLY

SCALE: NONE

PIPE HANGER DETAIL

SCALE: NONE

HANGER ROD DETAIL

WATER QUALITY MONITOR - SINGLE HOT OR COLD WATER

WATER QUALITY MONITOR - DUAL HOT AND COLD WATER

NOTE:

FLOW CONTROLLER ASSEMBLIES ARE REPRESENTED ON PLANS AS A SINGLE

AUTOMATIC FLOW CONTROLLER SYMBOL AND TAGGED AS "FC-#". VALVE

SIZES SHALL MATCH PIPE SIZES (FIELD VERIFIED BY CONTRACTOR).

WHERE VALVES ARE INSTALLED ABOVE HARD CEILINGS, THE CONTRACTOR

IS RESPONSIBLE FOR PROVIDING ACCESS PANELS FOR THE NEW VALVING

(24" SQUARE) AND REPAIRING AREA TO MATCH EXISTING FINISHES.

CONTRACTOR SHALL INSPECT EXISTING PIPING NEAR CIRCULATOR PUMPS

FOR BALANCING VALVES AND ADJUST AS REQUIRED.

GENERAL

NOTES

INSTRUMENT

TAG

POINT NAME

TYPE

ALARM

NOTES

R E

U A

L O

A N

T , D

C W

A. CONTRACTOR SHALL COORDINATE ALL INTEGRATION POINTS WITH THE WATER MONITORING

SYSTEM MANUFACTURER.

B. CONTRACTOR SHALL COORDINATE LOCATION OF MONITORS WITH THE ARCHITECTURAL

ENLARGED PLANS AND ELEVATIONS.

C. EACH ROW REPRESENTS A SINGLE PANEL.

D. REFER TO SPECIFICATION 22 05 19 PANEL REQUIREMENTS.

P H

, D C

T E

M P

E R

A T

U R

E , D

C W

P R

E S

S U

R E

, D C

DI DI

WATER QUALITY MONITORING PANELS - POINT LIST

S O

D S

, D C

3-WQ-1A 3-WQ-1B 3-WQ-1C 3-WQ-1D 3-WQ-1E 3-WQ-1F 3-WQ-1G

3-WQ-2A 3-WQ-2B 3-WQ-2C 3-WQ-2D 3-WQ-2E

R E

U A

L O

A N

T , D

H W

T E

M P

E R

A T

U R

E , D

H W

14-WQ-1A 14-WQ-1B 14-WQ-1C 14-WQ-1D 14-WQ-1E

14-WQ-2F 14-WQ-2G14-WQ-2A 14-WQ-2B 14-WQ-2C 14-WQ-2D 14-WQ-2E

22-WQ-1A 22-WQ-1B 22-WQ-1C 22-WQ-1D 22-WQ-1E 22-WQ-1F 22-WQ-1G

22-WQ-2A 22-WQ-2B 22-WQ-2C 22-WQ-2D 22-WQ-2E

39-WQ-1A 39-WQ-1B 39-WQ-1C 39-WQ-1D 39-WQ-1E

39-WQ-2F 39-WQ-2G39-WQ-2A 39-WQ-2B 39-WQ-2C 39-WQ-2D 39-WQ-2E

39-WQ-4A 39-WQ-4B 39-WQ-4C 39-WQ-4D 39-WQ-4E

82-WQ-1A 82-WQ-1B 82-WQ-1C 82-WQ-1D 82-WQ-1E 82-WQ-1F 82-WQ-1G

82-WQ-2A 82-WQ-2B 82-WQ-2C 82-WQ-2D 82-WQ-2E

83-WQ-1A 83-WQ-1B 83-WQ-1C 83-WQ-1D 83-WQ-1E

83-WQ-2F 83-WQ-2G83-WQ-2A 83-WQ-2B 83-WQ-2C 83-WQ-2D 83-WQ-2E

84-WQ-1A 84-WQ-1B 84-WQ-1C 84-WQ-1D 84-WQ-1E 84-WQ-1F 84-WQ-1G

84-WQ-2A 84-WQ-2B 84-WQ-2C 84-WQ-2D 84-WQ-2E

P H

, D H

P R

E S

S U

R E

, D H

DI DI

S O

D S

, D H

3-WQ-1H 3-WQ-1I 3-WQ-1J

14-WQ-2C 14-WQ-2I 14-WQ-2J

22-WQ-1C 22-WQ-1I 22-WQ-1J

39-WQ-2C 39-WQ-2I 39-WQ-2I

82-WQ-1C 82-WQ-1I 82-WQ-1J

83-WQ-2C 83-WQ-2I 83-WQ-2J

84-WQ-1C 84-WQ-1I 84-WQ-1J

39-WQ-3F 39-WQ-3G 39-WQ-3H 39-WQ-3I 39-WQ-3J

DI DI

POINT NUMBER

3-WQ-1

3-WQ-2

14-WQ-1

14-WQ-2

22-WQ-1

22-WQ-2

39-WQ-1

39-WQ-2

39-WQ-4

82-WQ-1

82-WQ-2

83-WQ-1

83-WQ-2

84-WQ-1

84-WQ-2

39-WQ-3

YES YES YES YES YES YESYESYESYESYES

1 1 1 1 1 1 1111

NOTES: 1. POINT REQUIRES TRENDING AND ALARM. FREQUENCY AND SETPOINTS TO BE PROVIDED BY OWNER.

GENERAL NOTES

THESE NOTES APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL CONTRACTORS AND / OR

SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING.

1. SEE SHEETS P001 AND P002 FOR LEGENDS, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO SPECIFICATION 23 09 23 FOR REQUIREMENTS RELATED TO SCOPE OF WORK

SHOWN ON THIS SHEET.

3. SEE PLANS FOR PHYSICAL LOCATION OF INSTRUMENTATION. TYPICAL INSTALLATION

DETAIL CAN BE FOUND ON SHEET AE101.

4. EXISTING PIPING, CONDUIT, OR OTHER CONSTRUCTION SHALL BE LOCATED AS

REQUIRED. SEE DRAWINGS FOR DETAILS. COORDINATE WITH COR PRIOR TO ANY WORK.

COR SHALL CONFIRM LOCATIONS AS REQUIRED FOR DEMOLITION AND INSTALLATION

WORK.

5. ALL WATER QUALITY MONITORING PANELS SHALL BE INSTALLED IN LOCKABLE

ENCLOSURES. ENCLOSURES SHALL BE PROVIDED BY MONITORING PANEL

MANUFACTURER. CONTRACTOR SHALL CREATE PENETRATIONS IN ENCLOSURE FOR

PIPING AS RECOMMENDED BY MANUFACTURER. ALL ENCLOSURE LOCKS SHALL BE KEYED

ALIKE.

6. ALL EQUIPMENT CONTROLLERS, PORTALS, ROUTERS, AND OTHER LIKE EQUIPMENT

SHALL BE INSTALLED IN NEMA RATED ENCLOSURES AS RECOMMENDED BY THE

CONTROLS CONTRACTOR.

7. THE CONTROLS CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 120V POWER TO

THE DEVICES AS REQUIRED FROM ADJACENT POWER SOURCES (WITHIN 150' IN MOST

INSTANCES UNLESS NOTED OTHERWISE). CONTRACTOR SHALL CONFIRM SOURCE OF

POWER WITH COR.

8. TYPICAL PANEL AND ENCLOSURE DETAILS SHOWN ON THIS SHEET ARE FOR REFERENCE

ONLY. PANELS CONSTRUCTED AND SUPPLIED BY MANUFACTURER PER SPECIFICATIONS

WILL VARY FROM LAYOUT SHOWN. DIMENSIONS ARE PROVIDED FOR REFERENCE AND

MAY VARY.

9. INSTRUMENTATION INCLUDED IN DEDUCT ALTERNATE #2 IS NOT SHOWN ON THIS SHEET.

SEE SHEET 300P101 AND SPECIFICATIONS FOR ADDITIONAL DETAILS AND REQUIREMENTS

REGARDING TREATMENT SYSTEM CONTROLS AND BAS INTEGRATION.

NOTES: 1. PANEL IS NOT REQUIRED TO BE MOUNTED INSIDE A LOCKABLE ENCLOSURE.

3-WQ-2 BUILDING 3 131 LAUNDRY COLD TOP ----

14-WQ-1 BUILDING 14 243 LAUNDRY COLD TOP ----

14-WQ-2 BUILDING 14 216 HOUSEKEEPING DUAL TOP ----

22-WQ-1 BUILDING 22 225 HOUSEKEEPING DUAL TOP ----

22-WQ-2 BUILDING 22 204 PANTRY COLD TOP ----

39-WQ-1 BUILDING 39 242A HOUSEKEEPING COLD TOP ----

82-WQ-1 BUILDING 82 150 STAFF LOUNGE DUAL TOP ----

82-WQ-2 BUILDING 82 110 LOUNGE COLD TOP ----

83-WQ-1 BUILDING 83 237 MEDS/MED SELECT COLD TOP ----

83-WQ-2 BUILDING 83 212 LAUNDRY DUAL TOP ----

84-WQ-1 BUILDING 84 208B UTILITY DUAL TOP ----

84-WQ-2 BUILDING 84 239A UTILITY COLD SIDE ----

39-WQ-2 BUILDING 39 209A STAFF TOILET DUAL TOP ----

39-WQ-3 BUILDING 39 B040 MECHANICAL HOT TOP 1

39-WQ-4 BUILDING 39 B134 LAUNDRY COLD TOP ----

DOMESTIC WATER QUALITY MONITORING PANELS - SCHEDULE

MARK

AREA AND/OR

BLDG SERVED

ROOM

SYSTEM AND/OR

SERVICE

ORIENTATION

OF PIPE

CONNECTION

REMARKS

3-WQ-1 BUILDING 3 109 EXAM DUAL TOP ----

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

INSTRUMENTATION AND

CONTROLS

P003

PDPPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

SCALE: NONE

CONTROLS - TYPICAL WIRING

SCALE: NONE

TYPICAL ENCLOSURE - DUAL PANEL

3 SCALE: NONE

TYPICAL ENCLOSURE - SINGLE PANEL

4 SCALE: NONE

TYPICAL PANEL LAYOUT - SINGLE PANEL (SIDE CONNECTION)

6SCALE: NONE

TYPICAL PANEL LAYOUT - DUAL PANEL (TOP CONNECTION)

EXISTING INCINERATOR

EX. DATA

COND

3/4"

UPUP UP UP UP UP UP

UP UP

BUILDING

SERVICE

3/4" CW

3/4" HW

3/4" HWR

2" CW

2" HW

1" HWR

2" CW

2" HW

1" HWR

3" CW

2" CW

2" HW

3/4" HWR

1/2" CW

1/2" HW

2" CW

2" HW

3/4" HWR 1 1/2" CW

1" HW

3/4" HWR

EXISTING

CRAWLSPACE

EXISTING

CRAWLSPACE

BASEMENT

001E

2" CW

CONTRACTOR

STAGING AREA

12 169

19482

165200

T98

100 26

30139

97171

SHAFTER CIRCLE SOUTH

H N S O

N D

S H

A S T

S H

AFTER C

LE N

O R

LAMBERS TRAIL

SHAFTER CIRCLE WEST

WILLIAMS LANE

URB

RIV

FURLO

LANE

DEWEY LANE

BASEBALL

FIELD

BASKETBALL

COURT

TENNIS

COURT

HAZ. MAT.

STOR.

FLO

RAL LANE

EXISTING INCINERATOR

EX. DATA

COND

2" CW

2" HW

1" HWR 1/2" CW

EXISTING

CRAWLSPACE

EXISTING

CRAWLSPACE

BASEMENT

001E

TYP

FC-02

0.5 GPM

FC-03

0.5 GPM

FC-01

1.0 GPM

FC-04

1.0 GPM

FC-05

0.5 GPM

BLDG 3

TO/FROM

WATER HEATER

FROM

WATER HEATER

A. SEE SHEETS P001 AND P002 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL NOTES.

B. SEE SHEET P003 FOR INSTRUMENTATION AND CONTROL DETAILS AND

SCHEDULES

GENERAL NOTES

DOMESTIC WATER

LINETYPE LEGEND

SYMBOL DESCRIPTION

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

FIRE RATING

LINETYPE LEGEND

SYMBOL DESCRIPTION

1 HOUR ENCLOSURE

SMOKE BARRIER

SMOKE PARTITION

2 HOUR ENCLOSURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

BLDG 3 - BASEMENT PLAN

3P100

KGPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"

BLDG 3 - BASEMENT PLAN

SCALE: NONE

CAMPUS PLAN

SCALE: 1/4" = 1'-0"

BLDG 3 - ENLARGED BASEMENT 001E PLAN

WATER

HEATER (E)

BLDG 3 - RM 001E HWR PUMP

D R A W I N G N O T E S

1 ACCESS DOMESTIC WATER PIPING IN BASEMENT AND CRAWL SPACE. REMOVE ALL

CONNECTED BUT INACTIVE SEGMENTS OF PIPING INCLUDING FITTING AT ACTIVE SECTION

OF PIPING. REPAIR SECTION OF ACTIVE PIPING BY SPLICING IN NEW SECTIONS OF PIPING

AND FITTINGS TO RECONNECT ACTIVE PORTION OF THE SYSTEM AND REINSULATE

PORTION OF DISTURBED PIPING. ALL OTHER BUILDING SYSTEMS IN THE SPACE ARE TO

REMAIN UNAFFECTED. SEE ISOMETRIC, VA DIRECTIVE 1061, AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

2 INSTALL NEW FLOW CONTROLLER ASSEMBLY. SEE DETAIL 2 ON SHEET P002. CONTRACTOR

SHALL IDENTIFY AND REMOVE ANY EXISTING BALANCING VALVES ON RETURN BRANCH.

3 WATER QUALITY SAMPLE TAP LOCATION FOR 3-WQ-1.

4 NEW ISOLATION VALVE FOR PARTIAL SHUTDOWN OF SYSTEM. CONTRACTOR SHALL

ADJUST LOCATION AS APPROPRIATE FOR EASE OF ACCESS AND PHASING PURPOSES.

CONTRACTOR SHALL DETERMINE SIZE OF PIPE IN FIELD. VALVE SIZE SHALL MATCH PIPE

SIZE.

(FOR REFERENCE)

109B

C13

101A

100B

C13

C12

C11

100A

C14

C16

001E

MECH

C16

135 134

E 131

C07

C16

130 129B

119 120

128A

103104105

109A

107108109

EXAM EXAM EXAM EXAM EXAM EXAM EXAM EXAM

TOILET

128A

129A

PLATFORM

OFFICE

STORAGE

OFFICE

H.A.C.

CONCRETE

PLATFORM

CONCRETE

TERRACE

OFFICE EXAM

TESTING RM.

HOPTEL

TRAINING

OFFICE

STORAGE, GEN.

EXAM

OFFICE

MULTIPURPOSE ROOM LNDRY

OFFICEOFFICE

OFFICE

EXAM/

TREATMENT RM

HOPTEL

EXAM /

TREATMENT ROOM

OFFICE

ROOM

OFFICE

EXAM

VEST

KITCHEN

CONTRACTOR

STAGING AREA

12 169

19482

165200

T98

100 26

30139

97171

SHAFTER CIRCLE SOUTH

H N S O

N D

S H

A S T

S H

AFTER C

LE N

O R

LAMBERS TRAIL

SHAFTER CIRCLE WEST

WILLIAMS LANE

URB

RIV

FURLO

LANE

DEWEY LANE

BASEBALL

FIELD

BASKETBALL

COURT

TENNIS

COURT

HAZ. MAT.

STOR.

FLO

RAL LANE

23-WQ-1

3-WQ-2

BLDG 3

A. SEE SHEETS P001 AND P002 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL NOTES.

B. SEE SHEET P003 FOR INSTRUMENTATION AND CONTROL DETAILS AND

SCHEDULES

GENERAL NOTESDOMESTIC WATER

LINETYPE LEGEND

SYMBOL DESCRIPTION

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

FIRE RATING

LINETYPE LEGEND

SYMBOL DESCRIPTION

1 HOUR ENCLOSURE

SMOKE BARRIER

SMOKE PARTITION

2 HOUR ENCLOSURE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

BLDG 3 - FIRST FLOOR PLAN

3P101

KGPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"

BLDG 3 - FIRST FLOOR PLAN

SCALE: NONE

CAMPUS PLAN

D R A W I N G N O T E S

1 INSTALL NEW DISTAL POINT COLD WATER MONITORING STATION. SEE SHEETS AE101 AND

AE102 FOR ENLARGED PLANS, ELEVATIONS, AND ARCHITECTURAL NOTES.

2 INSTALL NEW DISTAL POINT DUAL COLD AND HOT WATER MONITORING STATION. SEE

SHEETS AE101 AND AE102 FOR ENLARGED PLANS, ELEVATIONS, AND ARCHITECTURAL

NOTES.

3 WATER QUALITY SAMPLE TAP LOCATION FOR 3-WQ-2.

UP TO 131

UP TO 136

BUILDING SERVICE

UP TO 113

UP TO 121A

UP TO 120A

UP TO 123A

UP TO 102

UP TO 110

UP TO 122A

UP TO ROOMS

114 AND 115

WATER HEATER PIPING

(OMITTED FROM DRAWING)

UP TO 137

UP TO 120A

UP TO 123A

UP TO 122A

UP TO 100A

UP TO C11

UP TO 101

101A

UP TO 101,

101A

UP TO 103

UP TO 104

UP TO 105

UP TO 106, 107

UP TO 108

UP TO 109

3/4" CW

3/4" HW

3/4" HWR

2" CW

2" HW

1" HWR

2" CW

2" HW

3/4" HWR

2" CW

2" HW

3/4" HWR

2" CW

2" HW

1" HWR

3" CW

1/2" CW

1/2" HW

3/4" CW

3/4" HW

1 1/2" CW

1" HW

3/4" HWR

A. SEE SHEETS P001 AND P002 FOR LEGENDS, ABBREVIATIONS, AND

GENERAL NOTES.

B. SEE SHEET P003 FOR INSTRUMENTATION AND CONTROL DETAILS AND

SCHEDULES

GENERAL NOTES

DOMESTIC WATER

LINETYPE LEGEND

SYMBOL DESCRIPTION

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

EXISTING PIPE TO REMAIN

EXISTING PIPE TO BE REMOVED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PROJECT NO. : 2018-05157

VA Project No.515-18-107

FFE Inc Engineering and Technical Services 110 Boggs Lane, Suite 170 Cincinnati, OH 45246 513-522-0956

CORRECT WATER

DISTRIBUTION DEFICIENCIES

FOR LEGIONELLA

02/24/2020

BLDG 3 - BASEMENT ISOMETRIC

PLAN

3P501

KGPDP

BATTLE CREEK, MICHIGAN

100% BID DOCUMENTS

FULLY SPRINKLERED

SCALE: NONE

BLDG 3 - BASEMENT ISOMETRIC PLAN

D R A W I N G N O T E S

1 REMOVE ALL CONNECTED BUT INACTIVE SEGMENTS OF PIPING INCLUDING FITTING AT

ACTIVE SECTION OF PIPING. REPAIR SECTION OF ACTIVE PIPING BY SPLICING IN NEW

SECTIONS OF PIPING AND FITTINGS TO RECONNECT ACTIVE PORTION OF SYSTEM AND

REINSULATE PORTION OF UNDISTURBED PIPING. ALL OTHER BUILDING SYSTEMS IN THE

SPACE ARE TO REMAIN UNAFFECTED. SEE PLAN, VA DIRECTIVE 1061, AND SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

UPUP

UP UP

1/2" CW

1/2"

1" CW

3/4" HW

3/4" HWR

1 1/2" CW

3/4" HW

3/4" HWR

3/4" 2"

3" CW

2" HW

1 1/2" HWR

4" 1 1/2" 3"

4" CW

3" HW

1 1/2" HWR

1" CW

3/4" HW

3/4"

1" CW

3/4" HW

1" CW

3/4" HW

3/4" HWR

1" CW

3/4" HW

3/4" HWR

3/4" CW

1/2" HW

1/2" HWR

3/4" 1"

3/4"

1/2"

1" CW

1" HW

3/4" HWR

3/4"

3/4" CW

1/2" HW

1/2" HWR

3/4"

BUILDING SERVICE

MECH. MAKE UP

WATER HEATER

BASEMENT

14e

EX. PNEX. PN

EX. PN

CONTRACTOR

STAGING AREA

12 169

19482

165200

T98

100 26

30139

97171

SHAFTER CIRCLE SOUTH

H N S O

N D

S H

A S T

S H

AFTER C

LE N

O R

LAMBERS TRAIL

SHAFTER CIRCLE WEST

WILLIAMS LANE

URB

RIV

FURLO

LANE

DEWEY LANE

BASEBALL

FIELD

BASKETBALL

COURT

TENNIS

COURT

HAZ. MAT.

STOR.

FLO

RAL LANE

FC-02

0.5 GPM

FC-03

0.5 GPM

FC-04

1.0 GPM

FC-05

0.5 GPM

FC-06

0.5 GPM

FC-07

0.5 GPM

FC-08

0.5 GPM

FC-09

0.5 GPM

FC-01

0.5 GPM

444444

BLDG 14

A. SEE SHEETS P001 AND P002 FOR…

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File details come from the government source that posted it. Updated Jun 29, 2020.