P09 657-502 Bid Drawings Part 7 of 10 Plumbing-16 pages.pdf

Sheet List

Sheet Number Sheet Name Sheet Order

FP001

FP101 FIRE PROTECTION FLOOR PLANS

FIRE PROTECTION DETAILS

SPRINKLER HEAD LOCATION DETAIL

NO SCALE

CL

SPRINKLER BRANCHCLEVIS HANGER

FUSIBLE JOINT

CEILING PLATE

ROOF BEAMS

SPRINKLER SYSTEM NOTES

CONCEALED SPRINKLER HEAD INSTALLATION

NO SCALE

(TYPICAL FOR ALL AREAS OF EXPOSED STRUCTURE CONSTRUCTION)

4 ft to less than 4 ft 6 in

UPRIGHT SPRINKLER INSTALLATION

4 ft 6 in to less than 5 ft 5 ft to less than 5 ft 6 in

NO SCALE

SPRINKLER HEAD

RISER NIPPLE

SPRINKLER BRANCH

Less than 1 ft 1 ft to less than 1 ft 6 in 1 ft 6 in to less than 2 ft 2 ft to less than 2 ft 6 in 2 ft 6 in to less than 3 ft 3 ft to less than 3 ft 6 in 3 ft 6 in to less than 4 ft

DISTANCE TO BEAM

ABOVE BEAM

(SEE TABLE)

MAXIMUM DISTANCE

0 in.

22" MAX

21/2 in.

31/2 in.

51/2 in.

71/2 in.

91/2 in.

12 in.

14 in.

161/2 in.

18 in.

6 ft 6 in to less than 6 ft 6 ft to less than 6 ft 6 in

20 in.

24 in.

6 ft 6 in to less than 7 ft 7 ft to less than 7 ft 6 in

30 in.

35 in.

(TYPICAL FOR ALL AREAS OF FINISHED CEILING CONSTRUCTION)

SPRINKLER HEAD LEGEND

FULLY CONCEALED SPRINKLER HEAD WITH WHITE CEILING PLATE

(165°F TEMPERATURE RATING-U.O.N.)

UPRIGHT PENDENT SPRINKLER HEAD ON EXPOSED PIPE

(165°F TEMPERATURE RATING U.O.N.)

CONCEALED DRY-PENDENT (NON-FREEZE) SPRINKLER HEAD

(135°F TEMPERATURE RATING)

DRY SIDEWALL SPRINKLER HOA

PENDENT TYPE

SPK. HD. LOCATION

2' X 4' ACOUSTIC

CEILING TILE

PENDENT TYPE

SPK. HD. LOCATION

2' X 4' ACOUSTIC

CEILING TILE

PENDENT TYPE

SPK. HD. LOCATION

2' X 2' ACOUSTIC

CEILING TILE

PENDENT TYPE

SPK. HD. LOCATION

PARTIAL ACOUSTIC

CEILING TILE

18" MIN. CLEAR FROM ALL FIXTURE'S

AND STOCK UNIT,ETC. VERIFY WITH

ARCHITECT'S DWG'S.

SPRINKLERS TO BE LOCATED IN

CENTER OF 2' X 2' CEILING TILES.

SEISMIC BRACE

RECESED SPRINKLER

Maximum Allowable Distance Deflector above Bottom of BeamDistance from Sprinkler to

Side of Beam

2'-0"1'-0"

1'-0" 1'-0"

SEISMIC BRACING NOTES:

A) ALL PIPING 2-1/2 IN. NOMINAL DIAMETER AND LARGER MUST

BE BRACED.

B) TRANSVERSE AND VERTICAL BRACING SHALL OCCUR AT 40 FT.

INTERVALS (MAX) AND LONGITUDINAL BRACING AT 80 FT.

INTERVALS (MAX).

C) BRACING IS NOT REQUIRED FOR PIPING SUSPENDED BY

HANGERS 12 IN. OR LESS IN LENGTH AS MEASURED FROM

THE TOP OF THE PIPE TO THE BOTTOM OF THE SUPPORT

WHERE THE HANGER IS ATTACHED.

1. FIRE PROTECTION CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING AND FULLY

FAMILIARIZE HIMSELF WITH THE BUILDING CONDITIONS. ANY DEVIATIONS OR

DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL EXISTING CONDITIONS SHALL

BE PROMPTLY BROUGHT TO THE ATTENTION OF THE COR FOR

CLARIFICATION. BID SHALL INCLUDE ALL COSTS DUE TO EXISTING CONDITIONS.

2. FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OWNER

SPECIFIC DESIGN AND INSTALLATION REQUIREMENTS, AND SHALL INCLUDE ALL COSTS

DUE TO THOSE REQUIREMENTS IN THE BASE BID.

3. FIRE PROTECTION CONTRACTOR SHALL DESIGN AND INSTALL THE REQUIRED NEW SYSTEM

OR MODIFICATIONS TO THE EXISTING HYDRAULICALLY CALCULATED WET PIPE SPRINKLER

SYSTEM FOR THE ENTIRE DEMISED SPACE INDICATED HEREIN THESE DOCUMENTS. THE

SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS

OF NFPA-13 FOR ORDINARY HAZARD (GROUP 2) OCCUPANCY, PROVIDING A

SPRINKLER DENSITY OF .20 GPM SQFT OVER THE MOST REMOTE 1500 SQ.FT.

SPRINKLER HEAD SPACING SHALL NOT EXCEED 130 SQ.FT. PER HEAD.

4. FIRE PROTECTION CONTRACTOR SHALL PREPARE AND FILE SPRINKLER SHOP DRAWINGS

AND HYDRAULIC CALCULATIONS WITH THE VA COR, THE OWNERS'S INSURANCE RATING

AGENCY, THE ARCHITECT, AND ALL STATE, LOCAL AND MUNICIPAL AUTHORITIES IN

JURISDICTION, AND SHALL RECEIVE ALL NECESSARY APPROVALS PRIOR TO

COMMENCEMENT OF ANY INSTALLATION WORK.

5. CONSTRUCTION DOCUMENTS FOR FIRE PROTECTION / SPRINKLER SYSTEMS ARE TO BE

SUBMITTED FOR APPROVAL PRIOR TO INSTALLATION BY SPRINKLER CONTRACTOR UNDER

SEPARATE PERMIT APPLICATION. FIRE PROTECTION SYSTEMS ARE TO BE MAINTAINED IN

ACCORDANCE WITH ORIGINAL INSTALLATION STANDARDS. REQUIRED FIRE PROTECTION

SYSTEM SHALL BE MODIFIED AS NECESSARY TO MAINTAIN PROTECTION WHENEVER

BUILDING IS ALTERED.

6. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING FLOW

TEST DATA AND PREPARING HYDRAULIC CALCULATIONS.

7. NEW SPRINKLER HEADS SHALL BE APPROVED FULLY CONCEALED TYPES, PENDENT AND UPRIGHT, AND DESIGNED FOR ORDINARY HAZARD COVERAGE. CHROME PLATED "TYCO", "GRINNELL", "VIKING", "STAR" OR EQUAL. SEE PLANS FOR SPRINKLER HEAD TYPES.

8. ALL SPRINKLER WORK SHALL COMPLY WITH ALL NFPA-13 RECOMMENDATIONS, AND

SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE V.A.,

OWNER, LOCAL FIRE RATING ORGANIZATION, FIRE AND/OR BUILDING DEPARTMENTS AND

ALL AUTHORITIES IN JURISDICTION.

9. ALL SPRINKLER SYSTEM WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND

APPROVAL OF THE OWNER'S INSURERS AND SHALL BE DESIGNED TO SECURE THE

BEST POSSIBLE INSURANCE RATES ON THE BUILDING AND IT'S CONTENTS.

10. FIRE PROTECTION CONTRACTOR SHALL FILE FOR, OBTAIN, AND PAY FOR ALL REQUIRED

PERMITS AND INSPECTIONS.

11. FIRE PROTECTION CONTRACTOR SHALL ARRANGE FOR ANY SHUTDOWNS OF THE EXISTING

SYSTEM WITH THE OWNER AND LOCAL FIRE DEPARTMENT REPRESENTATIVE, AND SHALL

SECURE IN WRITING PRIOR TO SHUTDOWN, APPROVALS FROM SAME. ADDITIONALLY, THE

FIRE PROTECTION CONTRACTOR SHALL PAY FOR ANY LABOR, MATERIALS, AND FEES

NECESSARY FOR SHUTDOWN.

12. IN THE EVENT OF THE FIRE PROTECTION SYSTEM BEING "OUT OF SERVICE", THE FIRE

DEPARTMENT & LOCAL CODE OFFICIAL SHALL BE NOTIFIED IMMEDIATELY, AND IF

REQUIRED BY CODE OFFICIAL, SAID BUILDING TO BE EVACUATED OR PROVIDED WITH

AN APPROVED FIRE WATCH SYSTEM WILL BE PROVIDED FOR ALL UNPROTECTED

OCCUPANTS UNTIL SYSTEM IS RETURNED TO SERVICE.

13.WHEN UTILIZED, FIRE WATCHES SHALL BE PROVIDED W/ MIN. OF ONE APPROVED

MEANS OF NOTIFICATION OF THE FIRE DEPT. THE ONLY DUTY OF THE FIRE WATCH IS

TO PERFORM CONSTANT PATROLS OF THE PREMISES AND KEEP WATCH FOR FIRES.

14.FIRE PROTECTION CONTRACTOR SHALL CAREFULLY EXAMINE ALL EXISTING SPRINKLER

SYSTEM PIPING AND COMPONENTS, AND SHALL REPAIR OR REPLACE ANY LEAKING OF

DEFECTIVE PIPING OR COMPONENTS.

15.SPRINKLER PIPE MATERIAL AND INSTALLATION SHALL MATCH EXISTING.

16.FIRE PROTECTION CONTRACTOR SHALL PROVIDE ALL REQUIRED TEST AND DRAIN

CONNECTIONS, WHETHER OR NOT THEY ARE INDICATED HEREON THESE PLANS.

17.FIRE PROTECTION CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY ALARM

INITIATING DEVICES AND SUPERVISORY DEVICES, AND SHALL COORDINATE THE

ELECTRICAL REQUIREMENTS FOR THEM WITH THE E.C. AND/OR FIRE ALARM

CONTRACTOR FOR THEIR CONNECTION TO THE FIRE ALARM SYSTEM.

18. FIRE PROTECTION CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES TO ANY PORTION

OF THE EXISTING SPRINKLER SYSTEM ON ANY PORTION OF THE BUILDING INCURRED

BY HIM DURING CONSTRUCTION.

19. UPON COMPLETION OF THE INSTALLATION, FIRE PROTECTION CONTRACTOR SHALL

DEMONSTRATE TO THE SATISFACTION OF THE AUTHORITIES IN JURISDICTION AND THE

LANDLORD'S INSURANCE UNDERWRITERS, THE OPERATION OF THE ENTIRE PROTECTION

SYSTEM, INCLUDING ALL ALARM INITIATING DEVICES AND SYSTEM SUPERVISORY DEVICES.

20. FIRE PROTECTION SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH CURRENT CODES

LISTED. WHEN REQUIRED THE TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE

BUILDING OFFICIAL. TESTS SHALL BE CONDUCTED AT THE EXPENSE OF THE LANDLORD.

IT WILL BE UNLAWFUL TO OCCUPY PORTIONS OF THE STRUCTURE UNTIL SYSTEMS ARE

TESTED AND APPROVED.

21. PRIOR TO REQUESTING FINAL APPROVAL, THE SPRINKLER CONTRACTOR SHALL FURNISH

A WRITTEN STATEMENT TO THE CODE OFFICIAL INDICATING THAT THE FIRE PROTECTION

SYSTEM HAS BEEN INSTALLED PER APPROVED PLANS, AND HAS BEEN TESTED AS

REQUIRED, ANY EXCEPTIONS FROM THE D DESIGN STANDARDS SHALL BE NOTED AND

COPIES OF APPROVALS ATTACHED TO THE FORE MENTIONED WRITTEN STATEMENT.

FLEXIBLE STAINLESS

STEEL HOSE AND

FITTINGS LIKE FLEXHEAD;

SEE DETAIL D/FP001

FLEXHEAD DETAIL

NO SCALE

TYP. 304 SS SCH. 40 PIPE

A

B

C

WELD

WELD

WELD

304 SS PIPE

TYP. 304 SS BRAID SLEEVE

TYP. 304 SS BRAID SLEEVE

TYP. 304 SS BRAID

TYP. 304 SS CORRUGATED

FLEXIBLE METAL HOSE, 0.010

WALL THICKNESS

TYP 304 SS OUTLET SPUD 1/2

& 3/4 INCH FEMALE NPT WIYH

FOLLOWING INFO STAMPED:

FLEXHEAD C UL US 2004 FLOW

M# 20xx LISTED 175 PSI 370F

72YM

2024I 24 3 8.0

MODEL # A (in) B (in) C (in)

3 8.0

3 8.0

3 8.0

3 8.0

2036I 36

2048I 48

2060I 60

2072I 72

FLEXIBLE SPRINKLER HOSE FITTINGS FOR FIRE PROTECTION SERVICE

A. Manufacturer: Flexhead Industries, Inc.

1. Contact: 56 Lowland Street, Holliston, MA 01746; Telephone: (800) 829-6975;

Fax: ( 508) 893-6020; Email: sales1@flexhead.com; website:

www.flexhead.com.

B. Description: Flexible Sprinkler Hose Fittings for use in concrete walls and ceilings.

1. Regulatory Requirements:

a. In accordance with NFPA 13.

C. Product Performance Criteria:

1. FM Approved for its intended use pursuant to FM 1637 Approval Standard for

Flexible Sprinkler Hose with Threaded End Fittings.

2. UL Listed for its intended use pursuant to UL 2443 Standard for Flexible

Sprinkler Hose with Fittings for Fire Protection Service.

D. Materials: Flexhead Institutional Sprinkler Connections.

1. Flexhead Flexible Hose Assemblies and End Fittings:

a. Composition: 100% type 304 Stainless Steel.

b. Hose Assembly Lengths: {2ft length, Model #2024I} {3ft length, Model #2036I}

{4ft length, Model #2048I} {5ft length, Model #2060I} {3ft length, Model #2072I}.

1. {1/2 inch} {3/4 inch} outlet.

2. {175 psi} { 300 psi} maximum rated pressure.

3. Fully welded non-mechanical fittings, braided, leak-tested with minimum 1 inch true-bore internal corrugated hose diameter.

2. FlexHead Bracket:

a. Composition: type G90 Galvanized Steel.

b. Type: Retaining flange with set screw for attaching flexible hose.

1' -0

1' -0

1' -0

A

FP001

B

FP001

C

FP001

D

SP0

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel

Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel

Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel

Fax

636.757.3060 636.757.3064

Industrial Hygenist

Holcomb Foundation 393 Wood Road Carbondale, IL 62901

Tel

Fax

618.529.5262 618.457.8991

Geotechnical

11/8/2019 10:52:35 AM

Fire Protection Details Expand & Upgrade Building 42 for Laboratory

FP-001

657-502

Marion, IL

11-07-2019

Bid Document

DH BZ

N

AA

BB

CC

DD

2.1

B.2B.2

2.2

C.2C.2

DN

Roof below

C100

Open Office

PSA

Office

Office

Shared Office

Office

Station

Station

Station

Station

Station

Phlebotomy

Waiting

Corridor

C100

Microbiology

Main Lab

IT

Bio-Safety Level 3

127A

Histology

Acid/Base

121A

Blood Bank

Conf

Alcove

Corridor

Shared Office

Core / Specimen

Break Room

HAC

P. Toilet

Toilet

ADA Toilet

P. Toilet

Pyxis Storage

Elevator Lobby

Elevator

EL1

Corridor

120B

Microbiology

Mechanical Room

Elevator

EL1

A

B

C

D

E

2.2

B.2

AA

BB

CC

DD

EE

2.2

2.2

B.2B.2

UP

UP

DN

UP

N

EXISTING TO REMAIN.

321 1/16" = 1'-0"

Inerstitial Level Fire Protection

LIGHT HAZARD CLASSIFICATION.

ORDINARY HAZARD GROUP 1 CLASSIFICATION.

ORDINARY HAZARD GROUP 2 CLASSIFICATION.

AREA TO BE PROTECTED BY DRY PIPE SYSTEM OR HEADS.

EXISTING SPRINKLER SYSTEM IN TUNNEL TO REMAIN.

FULLY CONCEALED HEADS IN THIS AREA.

UPRIGHT/PENDANT HEADS IN THIS AREA.

PROVIDE A SEPARATE FIRE ZONE, ZONE VALVE AND FLOW

SWITCH FOR THIS ROOM.

MODIFY SPRINKLER PIPING AS REQUIRED FOR STRUCTURAL AND

ARCHITECTURAL WORK IN THIS AREA.

PLAN NOTES:

1/16" = 1'-0"

Main Level Fire Protection Plan 1/16" = 1'-0"

Lower Level Fire Protection Plan N

NOTE:

MAXIMUM SPRINKLER SPACING - 1 HEAD PER 130 SQ.FT.

0.2 GPM OVER THE MOST REMOTE 1500 SQ.FT.

ORDINARY HAZARD (GROUP 2) OCCUPANCY

MAXIMUM STORAGE HEIGHT: 8 FT.

SPRINKLER DESIGN CRITERIA :

THIS SPRINKLER DRAWING IS INTENDED FOR

PRICING PURPOSES ONLY. THE FIRE

PROTECTION CONTRACTOR SHALL PREPARE A

COMPLETE SET OF WORKING FIRE PROTECTION

DRAWINGS IN ACCORDANCE WITH NFPA-13 VA

STANDARDS, AND ALL STATE AND LOCAL

REQUIREMENTS. PIPE SIZES SHALL BE

DETERMINED BY HYDRAULIC CALCULATIONS

USING THE CURRENT SITE SPECIFIC FLOW

DATA.

DRAWINGS AND CALCULATIONS

1. THE SPRINKLER CONTRACTOR SHALL PREPARE SUBMITTAL

DRAWINGS AND HYDRAULIC CALCULATIONS FOR THE SPACE IN

ACCORDANCE WITH VA STANDARDS, AND LOCAL FIRE AUTHORITY

REQUIREMENTS.

2. THE SPRINKLER SYSTEM SHALL BE DESIGNED FOR ORDINARY

HAZARD OCCUPANCY, PROVIDING A DENSITY OF 0.2 GPM/SF

OVER THE MOST REMOTE 1500 SQUARE FOOT AREA.

SPRINKLER SPACING SHALL NOT EXCEED 130 SQUARE FOOT

PER HEAD.

3. THE SPRINKLER CONTRACTOR SHALL SECURE FLOW TEST DATA

FROM THE HYDRANT(S) NEAREST THE PROJECT SITE. IF

RECENT FLOW TEST DATA IS NOTE AVAILABLE FROM LANDLORD

OR CITY RECORDS, PERFORM THE NECESSARY FLOW TESTS AS

REQUIRED BY NFPA STANDARDS TO DETERMINE THE CHARACTER

OF THE AVAILABLE WATER SUPPLY, AND SUBMIT THAT DATA

WITH THE CALCULATIONS.

MAXIMUM SPRINKLER SPACING - 1 HEAD PER 130 SQ.FT.

0.2 GPM OVER THE MOST REMOTE 1500 SQ.FT.

ORDINARY HAZARD (GROUP 1) OCCUPANCY

MAXIMUM STORAGE HEIGHT: 8 FT.

LAB DESIGN CRITERIA :

SLAB ON GRADE

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel

Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel

Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel

Fax

636.757.3060 636.757.3064

Industrial Hygenist

Holcomb Foundation 393 Wood Road Carbondale, IL 62901

Tel

Fax

618.529.5262 618.457.8991

Geotechnical

11/8/2019 10:52:37 AM

Second Floor Mezzanine-Fire Protection Floor Plan

Expand & Upgrade Building 42 for Laboratory

FP-101

657-502

Marion, IL

11-07-2019

PLUMBING Sheet List

Sheet Number Sheet Name

Sheet Order

PQ001 PLUMBING SCHEDULES & ABBREVIATIONS

PLUMBING DETAILS

LOWER LEVEL SANITARY PLAN

FIRST FLOOR SANITARY PLAN

PLUMBING DETAILSPQ002

PQ003

PQ004 PLUMBING DETAILS

PL101

PL102

PP201

PP202

SECOND FLOOR MEZZANINE SANITARY PLANPL104

PP203

LOWER LEVEL DOMESTIC PIPING PLAN

FIRST FLOOR DOMESTIC PIPING PLAN

SECOND FLOOR MEZZANINE DOMESTIC PIPING PLAN

PL201

PL301 ISOMETRIC PLANS

PLUMBING ROOF PLAN

FIRE PROTECTION NOTES

FIRE PROTECTION PLANS

FP100

FP101

PL103

LOWER LEVEL PLUMBING STORM PLAN

AV

MA

V

CR

FE

CO

PLUMBING GENERAL PROJECT NOTES:

PLUMBING FIXTURE SCHEDULE

NOTE:

TYPE

1. INSTALL ADA PLUMBING FIXTURES PER ANSI 117.1 GUIDELINES.

2. PROVIDE TRAP PRIMER FROM NEAREST LAV OR SINK; SPEC 22-13-00, TP-2

3. TRAPS, SUPPLIES, ETC TO BE CHROME.

4. PROVIDE ADA OFFSET GRID STRAINER AND PADDED SUPPLIES AND DRAIN.

5. VERIFY LOCATION OF FLOOR DRAIN AND SIZE REQUIRED.

6. SANITARY WASTE LINE SIZE AS INDICATED ON PLANS.

7. PROVIDE 0.5 GPM LAMINAR FLOW AERATOR ON FAUCET.

DOMESTIC

CW

FIXTUREMARK

--WATER

METER

WM-1 BADGER METER

SYMMONSMIX-1 ST-5-120-CKX

POINT OF

USE MIXING

VALVE

- - WITH SEPARATE STOPS SET

110°F DISCHARGE TEMP

M170

WITH BADGER HRE ENCODER

FOR NETWORK CONNECTION

PL105

BALL VALVE

CHECK VALVE

MODULATING CONTROL VALVE

TWO POSITION CONTROL VALVE

THREE-WAY MODULATING CONTROL VALVE

AUTOMATIC FLOW CONTROL VALVE

PRESSURE RELIEF VALVE

MANUAL AIR VENT

TEST PLUG (PRESSURE/TEMPERATURE)

PRESSURE REGULATING VALVE

THREE-WAY TWO POSITION CONTROL VALVE

AUTOMATIC AIR VENT

YCO YARD CLEANOUT

YH YARD HYDRANT

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT

WH WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER

WPD WATER PRESSURE DROP

WS WASTE STACK

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VP VACUUM PUMP

VS VENT STACK

VTR VENT THROUGH ROOF

FIXTURE UNIT

WHA-A

MARK

3/4"

600 SERIES

WATER HAMMER ARRESTOR SCHEDULE

I.P.S.

WHA-B 1'

WHA-C

WHA-D

WHA-E

RATING

WHA-F

1-11

12-32

33-60

61-113

114-154

155-330

1'

1'

1'

1'

SIOUX CHIEF MODEL NO.

600 SERIES

600 SERIES

600 SERIES

600 SERIES

600 SERIES

A. ALL WORK SHALL CONFORM TO FEDERAL, STATE AND LOCAL

MECHANICAL AND PLUMBING CODES AND REGULATIONS, NFPA CODES.

B. PIPING LAYOUT IS SCHEMATIC. EXACT LOCATION OF PIPING AND

EQUIPMENT SHALL BE COORDINATED WITH BUILDING STRUCTURE

EQUIPMENT FURNISHED, EXISTING CONDITIONS, ARCHITECTURAL

DRAWINGS AND ALL OTHER TRADES PRIOR TO INSTALLATION. ANY

CONTRACTOR INSTALLING WORK WITHOUT PRIOR COORDINATION

SHALL RELOCATE THE WORK AT THEIR EXPENSE TO ALLOW PROPER

INSTALLATION OF ANY AND ALL TRADES WORK.

C. ALL PIPING SHALL BE CAPPED DURING CONSTRUCTION TO PREVENT

ENTRY OF FOREIGN MATERIAL.

D. PROVIDE BLOCKING FOR ALL PLUMBING ROUGH-IN. COPPER PIPE

SOLDERED TO METAL STUDS WILL NOT BE ACCEPTED.

E. PROVIDE PLASTIC ISOLATION SEPARATORS FOR ALL COPPER PIPING

RUNNING THRU METAL STUDS. INSULATE PIPING BETWEEN STUDS

AND IN WALL WITH 1/2" RIGID FIBERGLASS PIPE INSULATION.

F. PROVIDE SHOCK ABSORBERS AT EACH GROUP OF FIXTURES. SIZE

PER MANUFACTURER'S REQUIREMENTS.

G. UNLESS OTHERWISE NOTED ALL PIPING SHALL BE CONCEALED

WHEREVER POSSIBLE. PROVIDE CHROME ESCUTHEON AT EACH

PENETRATION OF A FINISHED SURFACE.

H. PLUMBING UTILITY PIPING SHALL NOT BE RUN ABOVE ELECTRICAL

GEAR OR IN THE SERVICE SPACE REQUIRED BY THE NATIONAL

ELECTRIC CODE.

I. ALL INVERTS, STATED OR NOT, NEW OR EXISTING SHALL BE

CONFIRMED AND COORDINATED IN THE FIELD. VERIFY EXISTING

INVERTS PRIOR TO STARTING WORK.

J. ALL FIXTURES SHALL HAVE SHUT-OFF STOP VALVES IN AN

ACCESSIBLE LOCATION. PIPING BEYOND THE STOP VALVES IN

EXPOSED OCCUPIED SPACES SHALL BE CHROME-PLATED. ANY NOTED

SHUT-OFF VALVES ARE IN ADDITION TO THIS REQUIREMENT.

K. ALL WALL AND SLAB PENETRATIONS OF MASONRY OR CONCRETE

CONSTRUCTION SHALL BE SLEEVED.

L. ALL PIPING SHALL BE COORDINATED WITH OUTSIDE AIR INTAKES TO

PROVIDE 25'-0" CLEARANCE IN ALL DIRECTIONS FROM VENTS THRU

ROOF TO OUTSIDE AIR INTAKES.

M. PLUMBING CONTRACTOR RESPONSIBLE FOR BUILDING AND 5'-0"

OUTSIDE OF BUILDING UNLESS OTHERWISE NOTED. ALSO, MAKE

CONNECTIONS TO SERVICE PROVIDED BY SITE WORK CONTRACTOR.

REFER TO SITE WORK UTILITY CIVIL ENGINEERING DOCUMENTS FOR

EXTERIOR WORK, TRENCHING, BACK FILLING, ETC.

N. THE PLUMBING SUBCONTRACTOR SHALL VERIFY UTILITY LOCATIONS

AT SITE AND SHALL MAKE CONNECTION TO STUBS ON SITE.

O. THE PLUMBING SUBCONTRACTOR SHALL FILL FLOOR DRAINS WITH

WATER UPON COMPLETION OF WORK AND TESTING.

P. COORDINATE THE PLUMBING WORK WITH THE ARCHITECTURAL,

ELECTRICAL, MECHANICAL, AND OTHER PLANS AND DETAILS RELATED

TO THIS PROJECT FOR WORK OF ALL OTHER TRADES.

DRAWING SYMBOLS

DETAIL NUMBER

DRAWING NUMBER WHERE DRAWN

PLUMBING VALVE SYMBOLS

W WASTE

V VENT

VAC VACUUM

UPC UNIFORM PLUMBING CODE

TCV TEMPERATURE CONTROL VALVE

TD TEMPERATURE DIFFERENCE

TD TRENCH DRAIN

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSTAT THERMOSTAT

TWR TEMPERED WATER RETURN

TWS TEMPERED WATER SUPPLY

TYP TYPICAL

SAN SANITARY SEWER

SMACNA SHEET METAL AND AIR

CONDITIONING CONTRACTORS

NATIONAL ASSOCIATION

SCFM STANDARD CUBIC FOOT/MINUTE

SCW SOFTENED COLD WATER

SDMH STORM DRAIN MANHOLE

SP SUMP PUMP

SPR SPRINKLER LINE

SQFT SQUARE FEET

SS STAINLESS STEEL

ST STORAGE TANK

SW STORM WATER

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RO REVERSE OSMOSIS WATER

RWL RAIN WATER LEADER

PA PASCAL

PD PRESSURE DROP OR DIFFERENCE

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PP PLUMBING PUMP

PPM PARTS PER MILLION

PRS PRESSURE REDUCING STATION

PRV PRESSURE REDUCING VALVE

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ATMOSPHERE

PSIG POUNDS PER SQUARE INCH GAUGE

PTRV PRESSURE TEMPERATURE RELIEF VALVE

PW POTABLE WATER

GAL GALLON

GCO GRADE CLEANOUTS

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GPR GAS PRESSURE REGULATOR

GRS GAS REGULATOR STATION

GT GREASE TRAP

GVTR GAS VENT THROUGH ROOF

GWH GAS FIRED WATER HEATER

H&CW HOT AND COLD WATER

HB HOSE BIBB

HD HUB DRAIN

HEX HEAT EXCHANGER

HP HORSEPOWER

HS HAND SINK

HST HOT WATER STORAGE TANK

(DOMESTIC)

HWB HOT WATER BOILER

HWCP HOT WATER CIRCULATING PUMP

HWP HOT WATER PUMP

HYD HYDRANT

ICW INDUSTRIAL COLD WATER

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IRW IRRIGATION WATER

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

IWR INDUSTRIAL WATER RETURN

IWS INDUSTRIAL WATER SUPPLY

KW KILOWATT

KWHR KILOWATT-HOUR

O2 OXYGEN

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OR OPERATING ROOM

OVFL OVERFLOW

N2 NITROGEN

N20 NITROUS OXIDE

NC NORMALLY CLOSED

NG NATURAL GAS

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM. NOMINAL

NPW NON POTABLE WATER

NTC NOT TO SCALE

M METER

MA MEDICAL AIR

MAV MANUAL AIR VENT

MBH 1000 BTUH

MED MEDICAL

MER MECHANICAL EQUIPMENT ROOM

MH MANHOLE

MOU MEMORANDUM OF UNDERSTADING

MSB MOP SERVICE BASIN

MV MEDICAL VACUUM

L/S LITER PER SECOND

LA LABORATORY AIR

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LCW LABORATORY COLD WATER

LHW LABORATORY HOT WATER

LNG LIQUID NATURAL GAS

LOX LIQUID OXYGEN

LV LABORATORY VACUUM

LW LOW WATER

PLUMBING ABBREVIATIONS

A/E ARCHITECT / ENGINEER

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER

ASD ADJUSTABLE SPEED DRIVES

ASD AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY HEATING,

REFRIGERATION, AIR CONDITIONING

ENGINEERS

ASME AMERICAN SOCIETY MECHANICAL

ENGINEERS

ASPE AMERICAN SOCIETY PLUMBING

ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

AV ACID VENT

AW ACID WASTE

BFP REDUCED PRESSURE BACKFLOW

PREVENTER

BHP BREAK HORSEPOWER

BSP BLACK STEEL PIPE

BT BATHTUB

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

(C ) CHEMICAL SANITARY PIPE

CGA COMPRESSED GAS ASSOCIATION

CI CAST IRON

CO CLEANOUT

CS CLINICAL SINK

CV CONTROL VALVE

DCW DOMESTIC COLD WATER

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DHWR DOMESTIC WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DI DEIONIZED WATER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DW DISHWASHER

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWR DRINKING WATER RETURN

DWS DRINKING WATER SUPPLY

DWV DRAIN WASTE VENT

EL ELEVATION

EMCS ENERGY MONOSERRAT

AND CENTRAL SYSTEM

EPA ENVIROMENTAL PROTECTION

AGENCY

EPACT ENERGY POLICY ACT

ESC ESCUTCHEON

ESH EMERGENCY SHOWER

ET EXPANSION TANK

EWC ELECTRIC WATER COOLER

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EWS EYE WASH STATION

EX EXISTING

F FAHRENHEIT

FCO FLOOR CLEANOUT

FCW FILTERED COLD WATER

FD FLOOR DRAIN

FDC FIRE DEPARTMENT

(HOSE) CONNECTION

FM FLOW METER

FOP FUEL OIL PUMP

FOR FUEL OIL RETURN

FOS FUEL OIL SUPPLY

FOV FUEL OIL VENT

FS FLOOR SINK

FS FLOW SWITCH

FU FIXTURE UNITS

PLUMBING ABBREVIATIONS

PLUMBING EQUIPMENT SCHEDULE

DESCRIPTIONMODEL NOTES

HP V/PH

ELECTRICALMARK

NO. MANUFACTURER

ORIONNT-1

MAXIMUM PIPE/TUBING SUPPORT SPACING, FEET

NOM. SIZE THRU 3/4" 1 2 3 4 5 6 8 10 12 14 16 18 20

PIPE

TUBING

7 FT.

5 FT.

22 23 25 27 28 30 32

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

1-1/4 1-1/2 2-1/2

DOMESTIC

HW

SANITARY

WASTE

SANITARY

VENT

SPECIFICATION

SECTION NOTES

STYLE 7 NEUTRALIZATION TANK - - WITH TANK EXTENSION, HEAVY PEDESTRIAN

BOLTED TOP WITH BOLTED MANWAY.

PLUMBING FIXTURE SCHEDULE

TYPE

DOMESTIC

CW

FIXTUREMARK

DOMESTIC

HW

SANITARY

WASTE

SANITARY

VENT

SPECIFICATION

SECTION NOTES

221400-- ---- -ROOF DRAINRD-1

22-40-00

SINK TRIM WITH FOOT

PEDALS

GENERAL

USE

1-1/2"2"----FLOOR DRAINFD-2

P-529

221300 22-40-00

22-40-00

FLOOR

MOUNT

CORNER

WALL

MOUNT

SENSOR

OPERATION

--1-1/2"1-1/2"

2"

WALL

MOUNT

MECH

ROOMS

-- -- 1-1/2"2"FLOOR DRAIN 2,5,6

FD-1

1,4,71-1/2"3/8"3/8"

LAVATORY

2"3"

WATER CLOSET

ADA

1" -- 1,3

P-502 MOP SINK 2"1/2"1/2"

P-112

P-401

(FD-B)

(FD-D)

OD-1 OVERFLOW DRAIN -- ----

-- -221400

221300 2,5,6

P-609 22-40-00WALL HUNGEWC 1,31-1/2"2"1/2" 1-1/2"-

- --1/2"

22-40-00

22-40-00

SINGLE

FAUCET

NON-

FREEZE

HOSE BIBB 1/2"

WALL HYDRANT

-P-801

P-804 - --

NOTE:

1. INSTALL ADA PLUMBING FIXTURES PER ANSI 117.1 GUIDELINES.

2. PROVIDE TRAP PRIMER FROM NEAREST LAV OR SINK; SPEC 22-13-00, TP-2

3. TRAPS, SUPPLIES, ETC TO BE CHROME.

4. PROVIDE ADA OFFSET GRID STRAINER AND PADDED SUPPLIES AND DRAIN.

5. VERIFY LOCATION OF FLOOR DRAIN AND SIZE REQUIRED.

6. SANITARY WASTE LINE SIZE AS INDICATED ON PLANS.

7. STAINLESS STEEL HOSE BOX LIKE ACORN 8170-SSLF; STAINLESS STEEL LEAD FREE.

MEDICAL AIR CONNECTION/OUTLET

VACCUM CONNECTION/OUTLET

OXYGEN CONNECTION/OUTLET

THIS SYMBOL SHOWS THE APPROXIMATE POINT WHERE NEW WORK STARTS AND

EXISTING IS TO REMAIN. FOR DEMOLITION THIS SYMBOL SHOW THE

APPROXIMATE POINT WHERE DEMOLITION STOPS AND EXISTING IS TO REMAIN

FOR REVISED WORK.

E.T.R.

CROSS HATCHED AREAS ARE NOT IN

CONTRACT AND ARE EXISTING TO REMAIN,

UNLESS SPECIFICALLY NOTED OR SHOWN

OTHERWISE.

GENERAL PLUMBING SYMBOLS

HOSE BIB

CLEAN OUT

PIPE DOWN

PIPE UP

INVERTED BUCKET TRAP SET INCLUDING

PIPING ACCESSORIES

PIPING ACCESSORIES

FLOAT & THERMOSTATIC TRAP SET INCLUDING

FLOW ELEMENT

STRAINER

THERMOMETER

PRESSURE GAGE

CAPPED OUTLET

RISE OR DROP IN PIPE

UNION

DIRECTION OF PIPE PITCH (DOWN)

TOP CONNECTION, 45° OR 90°

BOTTOM CONNECTION, 45° OR 90°

ECCENTRIC REDUCER

SIDE CONNECTION

DIRECTION OF FLOW

REDUCER OR INCREASER

ANCHOR

PIPE DOWN

FFF

GGG GAS PIPING (BLACK STEEL)

PIPE UP

FIRE (SPRINKLER) PIPING

DOMESTIC HWR PIPING (COPPER)

DOMESTIC HW PIPING (COPPER)

DOMESTIC CW PIPING (COPPER)

STORM PIPING (SCHD 40 PVC)

VENT PIPING (SCHD 40 PVC)

WASTE PIPING (SCHD 40 PVC)

PIPING & SYMBOLS LEGEND

P-530 73/8"3/8"3/8"

SINK TRIM

2" 1-1/2"-

8. PROVIDE WITH INSINKERATOR GARBAGE DISPOSER.

AAA AIR PIPING

22-40-00

1,422-40-00- -1-1/4" 1"FREE

STANDING

SAFETY SHOWERP-707

22-40-00S.S. SINK

SINGLE COMP.

DROP-IN

21"x22"

1,3,7,81-1/2"2"3/8"3/8" 1-1/2"3/8"3/8"P-528

73/8"3/8"3/8" 2" 1-1/2"- 22-40-00

NZ

FD-3

(FD-P)

FLOOR DRAIN

OVERFLOW NOZZLE -- ---- -- -- -221400

221300 2,5,61-1/2"2"----ACID

RESISTANT

MANUFACTURERMARK

NO.

PLUMBING EQUIPMENT SCHEDULE

ELECTRICAL

V/PHHP

NOTESMODEL DESCRIPTION

TACODHW-1 1/2 120/ 1�1915

HWR PUMP

10 gpm @ 25

FT HD

TACODCW-1 120/ 1�

CWR PUMP

10 gpm @ 25

FT HD

P-531 9-1/2"

DI FAUCET

- -GOOSE

NECK

22-40-00

9. PVDF RESIGN PER ASTM D3222, LIKE ORION GNF 30-STD.

HB-1 SUPPLY BOX -- -- --1/2"

S.S.

RECESSED

HOSE BOX

7224000

1/21915

WITH VFD ATV12H037F1

WITH VFD ATV12H037F1

P-532 EYE WASH

TRIM

FAUCET

MOUNTED

ALL ROOF DRAINS PANS AND HORIZONTAL STORM PIPING

ABOVE GRADE SHALL HAVE 1" INSULATION AS INDICATED IN

SPECIFICATIONS

Q.

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel

Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel

Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel

Fax

636.757.3060 636.757.3064

Industrial Hygenist

Holcomb Foundation 393 Wood Road Carbondale, IL 62901

Tel

Fax

618.529.5262 618.457.8991

Geotechnical

11/8/2019 10:54:10 AM

PLUMBING SCHEDULES &

ABBREVIATIONS

Expand & Upgrade Building 42 for Laboratory

PQ-001

657-502

Marion, IL

11-07-2019

P-112 WATER CLOSET DETAIL - SENSOR OPERATED

NTS

B

PQ002

A

PQ002

C

PQ002

D

PQ002

E

PQ002

F

PQ002

G

PQ002

DETAIL OF P-401 LAVATORY

NOT TO SCALE

NOT TO SCALE

WALL CLEANOUT DETAIL ELEVATION

PIPE HANGERS

ANGLE STOP

ANGLE VALVE

VALVE HANDLE

LAVATORY MOUNTING DETAIL

NO SCALE

12" VERTICAL

CARRIER

CARRIER

8" HORIZONTAL

OUTLINE OF

FLUSH VALVE

4x2 SHORT

REDUCER

(4")1/6 BEND

CONNECT TO W.C.

A

B

2"

2" C.O. PLUG

OPTIONS:

A

B

LOCATION OF WALL CLEANOUTS WHERE LAVATORY

AND MIRROR OCCURS

LOCATION OF WALL CLEANOUTS WHERE WATERCLOSET

OCCURS

HANGER ROD

INSULATION

WELD

SADDLE

ADJUSTABLE ROLLER HANGER TYPE 43

ADJUSTABLE CLEVIS HANGER TYPE 1

TRAPEZE HANGER FOR UP TO

1000 POUND UNIFORM LOAD

[4 m m

2' -9

[8 m m

2' -7

[7 m m

SENSOR

10"x16" [254x406mm] STAINLESS

STEEL ACCESS DOOR WITH

KEY-OPERATED CYLINDER

LOCK. MOUNT ELECTRONIC

WITHIN. SENSOR & MOR SHALL

OPERATE THROUGH ACCESS

DOOR.

SOLENOID OPERATED FLUSH

VALVEGRAB BAR, SEE ARCH. DRAWINGS

GRAB BAR SUPPORT (TYPICAL)

BACK CHECK

ANGLE STOP

FINISHED

FLOOR

FINISHED

WALL

TRANSFORMER IN JUNCTION

BOX

SOLENOID

MANUAL OVER-RIDE BUTTON

D R

AW

IN

G S

S E E

AR

C H

IT

EC

TU

R

AL

FO

R

FI

X

TU

R E

H E

IG

H

TS

TYPICAL DI TANK SCHEMATIC

NO SCALE

LAVATORY

4%%204"

FINISHED FLOOR

2" MIN.

4" MAX.

14"

SET SCREWS

SET SCREWS

CAPPED LEVELING

SCREWS

LOCKING

DEVICE

FINISHED

WALL

HANGER ROD

INSULATION (VAPOR BARRIER

TYPE REQ'D FOR LOW TEMP PIPE)

PROVIDE HIGH COMPRESSIVE STRENGTH

INSULATION. INSERT BLOCKS UNDER

INSULATION SHIELD

INSULATION SHIELD AT HANGER

BAND

1/2" DIA. HANGER RODS

W/36" MAX. SPACING ON

EACH CHANNEL

10" 12 GAGE CHANNEL

OR 2"x 2"x 1/4" ANGLE1"MAX.

PROVIDE INSULATION SHIELD

AND INSERT FOR ALL PIPING

8" MAX.

FLOOR

PUMP

DI TO

SINK

CARTRIDGE

FILTER

TEST

SENSOR

MIXING

FILTER BED

ANTION

TANK

CARBON

FILTER

CATION

TANK

CW IN

PRESSURE

REGULATOR

CHECK

VALVE

RECIRCULATION LINEPRESSURE GAUGE; TYPICAL

BALL VALVE; TYPICAL

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel

Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel

Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel

Fax

636.757.3060 636.757.3064

Industrial Hygenist

Holcomb Foundation 393 Wood Road Carbondale, IL 62901

Tel

Fax

618.529.5262 618.457.8991

Geotechnical

11/8/2019 10:54:11 AM

PLUMBING DETAILS Expand & Upgrade Building 42 for Laboratory

PQ-002

657-502

Marion, IL

11-07-2019

DISCHARGE

ECCENTRIC REDUCER

SHUT-OFF VALVE

SUCTION

Y-STRAINER

BALANCING VALVE

CHECK VALVE

GAUGE COCK

PRESSURE GAUGE

ECCENTRIC REDUCER

PRESSURE GAUGE

INLINE PUMP

SHUT-OFF VALVE

INLINE PUMP DETAIL

NTS

ROOF DRAIN DETAIL

NTS

ROOF OVERFLOW NOZZLE

NO SCALE

A

PQ003

PRESSURE/ TEMPERATURE

PLUG

B

PQ003

D

PQ003

TANK ANCHOR FLANGE

CONCRETE PAD

(BY OTHERS) HOLD DOWN

ANCHORS; TYPICAL

(BY OTHERS)

CONTINUOUS ELECTRONIC

DATA LOGGING W/ 9 PIN SERIAL

CONNECTION FOR PC

(STANDARD FOR

NEUTRAGUARD DATA LOGGING)

ORION

PH

NEUTRAGUARD

CONTROL PANEL

(STANDARD)

DUAL PH DISPLAY

(OPTIONAL)

CONTACTS FOR

WIRING OF EXTERNAL

ALARMS (STANDARD)

EXTERNAL ALARM

(BY OTHERS)

ETHERNET LAN CONNECTION

(OPTIONAL FOR NEUTRAGUARD

DATA LOGGING)

TANK HIGH LEVEL

ALARM (OPTIONAL)

OUTLET PH PROBE

ASSEMBLY AND

SAMPLING TANK

(STANDARD)

NEUTRAGUARD MONITOR DETAIL

NTS

C

PQ003

a nsi3130.0000000000000000.000000000000000No

DRAIN LINE, AS NOTED ON

DRAWINGS

MINIMUM 1" THICK PIPE

INSULATION FULL LENGTH OF

PIPING

MINIMUM 1" THICK PAN

INSULATION

"O" RING GASKET

FLAT NEOPRENE GASKET

UNDERDECK CLAMP

METAL ROOF DECK

ROOF INSULATION

POLYETHYLENE DOME

ADJUSTABLE EXTENSION SLEEVE

COMBINED FLASHING CLAMP

AND GRAVEL STOP

STAINLESS STEEL GRAVEL STOP

ROOF DRAIN WITH

BODY EXTENSION

6"6"

EXTERIOR WALL

ENLARGED SECTION

VIEW OF 3940

THREADED

ADAPTER

NICKLE BRONZE DOWNSPOUT

FLANGE

SEALANT

ANCHORS

ENLARGED

FRONT VIEW OF

METAL DECK SUMP PAN

COMPOSITE DECK OVER STEEL BEAM.

SEE STRUCTURAL FOR MORE INFO

P.V.C. ROOF LEADER SEE PLANS FOR SIZE

MBR FLASHING CEMENT

ROOF MEMBRANE

CLAMPING RING

2" INSULATION

INSULATION TAPERED

TO DRAIN

PROTECTION BOARD

OVERFLOW ROOF DRAIN

SPLASHBLOCK ON

GRADE BY G.C.

EXTERIOR WALL

METAL DECK SUMP PAN

P.V.C. ROOF LEADER SEE PLANS FOR SIZE

MBR FLASHING CEMENT

ROOF MEMBRANE

CLAMPING RING

2" INSULATION

INSULATION TAPERED

TO DRAIN

PROTECTION BOARD

STRAINER BASKET

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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, OCT 1978

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

1 Memorial Dr. STE 1800 Saint Louis, MO 63102

Tel

Fax

314.621.4343 314.621.0261

220 N College Ave Indianapolis, IN 46202

Tel

Fax

317.464.9090 317.464.9393

Office of Facilities

ManagementMcComas Engineers 1717 E 116th Street Carmel, IN 46032

Tel

Fax

317.580.0402 317.582.0766

Structural

Asaturian Eaton & Assoc.

1440 Old West Main Carbondale, IL 62901

Tel

Fax

618.529.3414 618.529.3423

Civil

John A Jurgiel & Assoc.

123 N. Main Street St. Charles, MO 63301

Tel

Fax

636.757.3060 636.757.3064

Industrial Hygenist

Holcomb Foundation 393 Wood Road Carbondale, IL 62901

Tel

Fax

618.529.5262 618.457.8991

Geotechnical

11/8/2019 10:54:13 AM

PLUMBING DETAILS Expand & Upgrade Building 42 for Laboratory

PQ-003

657-502

Marion, IL

11-07-2019

C

PQ004

B P004

C P004

A P004

Purpose

The efficacy of biocides on suppressing or killing waterborne pathogens is dependent on multiple factors such as water quality, organic and inorganic contaminants, pH levels, disinfectant concentrations, and contact time. Water entering the building shall be continuously monitored for the following by means of gauges, sensors, and a grab sample port:

Temperature, Oxidant level (water disinfectant), pH, and Pressure

Water systems within the building shall be monitored as follows in the table below. Temperature and oxidant levels are the two primary engineering controls to limit bacterial growth. Oxidant levels shall be measured continuously as water enters the building and through grab samples taken from building plumbing fixtures. Temperature shall be measured throughout the domestic water system (hot and cold). In addition to being a primary control measure, temperature can be a secondary indicator of flow since temperature of stagnant water will lower for hot water and rise for cold water.

Background

Legionella is a bacterium that causes respiratory diseases collectively referred to as Legionellosis that includes Legionella pneumonia. Legionella pneumonia is also known as Legionnaires Disease (LD). Legionella bacteria are found naturally in water and have been associated with disease from building water distribution systems. LD occurs after inhalation or aspiration of contaminated water. Legionella bacteria are not transmitted from person to person. The elderly and persons with immune compromised systems are most at risk. Legionella bacteria growth increases in tepid water in a range from

20 deg C [68 deg F] to 50 deg C [123 deg F].

Given the various factors and complexities associated with LD, 100% prevention of LD is likely not possible. However, prevention and control practices can be implemented to reduce the risk of exposing people to Legionella in building water distribution systems. The following are engineering controls that will suppress Legionella growth. More than one control may be necessary for successful inhibition of Legionella growth.

(a) Temperature

· Maintenance of appropriate water temperatures is required. Water above 51.1 deg. C [124 deg. F] inhibits growth of Legionella in hot water systems. Precautions for the prevention of scalding shall be included in the hot water distribution system.

· Cold water temperatures below 19.4 deg. C [67 deg. F] inhibit the growth of Legionella.

(a) Flow

· Recirculation of water distribution systems is a means of limiting Legionella growth due to low flow or non-use periods. Recirculation aids in maintaining required water temperatures. Hot and cold water distribution systems shall be continuously circulated and piping insulated.

(a) Oxidant (Disinfectant)

· Maintenance of disinfectant at a sufficient level to control Legionella growth may be required. The minimum level required to suppress bacterial growth will vary from building to building and by the type of oxidant (disinfectant) used. Monitoring of levels is required.

Piping Installation Guidelines for Legionella Mitigation:

· The need to chill or cool the domestic cold water supply shall be evaluated at the schematic phase. Legionella can propagate in temperatures exceeding 20 deg C [67 deg F]. The domestic cold water distribution system shall have a recirculation system. For cold water systems, although circulation back to the source location for the building is ideal, for renovation efforts, recirculation within the department (or floor) area of renovation would be acceptable.

· Ice maker water supply lines shall be copper and insulated. Avoid routing water lines near source of heat such as the compressor system of the ice maker.

· Cold and hot water piping systems shall be insulated in accordance with the latest version of ASHRAE 90.1.

· To enable thermal eradication and emergency shock chlorination, consider providing taps for connection of temporary booster heaters. Provide adequate electrical connections.

· PVC pipe shall not be used for sanitary and vent lines because of the high temperature water during thermal eradication. Cast iron shall be used.

· Aerators are prohibited in order to reduce exposure to Legionella contaminated water.

· Piping materials shall be in accordance with VA Master Spec 22 11 00 Facility Water Distribution.

· Piping and components must be cleaned and protected from accumulation of debris and contamination prior to and during installation.

· Ensure that newly installed piping and components are flushed of debris and disinfected prior to being placed into service.

Supplemental Water Disinfection Methods

In addition to maintaining the appropriate water temperatures, minimum concentrations of various biocides (e.g. oxidizing agents such as chlorine) can inhibit the growth of Legionella in building potable water distribution systems. When considering the use of supplemental water disinfection methods for the prevention of Legionella, plumbing designers and the VA project manager (in collaboration with other facility stakeholders such as infectious diseases and infection prevention and control) shall review the merits of the many types of supplemental systems available prior to making a final selection. The

Engineer recognizes United States (U.S.) Environmental Protection Agency (EPA) approved oxidants (chlorine, monochloramine, and chlorine dioxide) as acceptable disinfectants for use in potable water distribution systems.

Selection of the necessary equipment, piping and controls and adequate space for the maintenance and operations, are a must. The EPA regulates contaminant levels and disinfectant treatment for use under the Safe Drinking Water Act. Usually, the EPA delegates primacy to States for the regulation and enforcement of the Act within individual State boundaries. Systems must be specifically approved or recognized for the intended use by the State regulatory water authority. Federal and state safety regulations and permitting shall be followed. Designers shall coordinate permitting requirements with the local authority having jurisdiction. The facility must consult with the State (or its delegated local water authority) for regulating drinking water for guidance on system selection, achieving an appropriate biocide residual level at building outlets for Legionella growth suppression, system design, system operation, and ensuring compliance with regulations regarding water treatment system(s) and safety. Once a type of system is selected, either the State (or its delegated local water authority) or the manufacturer of the system must provide the minimum and maximum outlet biocide levels in writing for both hot and cold water.

Design parameters to evaluate for supplemental water disinfection include:

· Potential impact of supplemental disinfectant on special use water systems.

· Need for emergency power.

· System may need to be duplex for redundancy and maintenance.

· Spare parts may need to be purchased and stored locally.

· Federal and state safety regulations and permitting must be observed.

· Interaction of supplemental disinfection if shock chlorination is used as an emergency remediation method.

· Ensure enough maintenance access is provided around equipment.

· Provide sample points throughout the system to monitor effectiveness. Some critical points should be provided with automated data collection and alarm.

· Operational and maintenance requirements must be maintained to ensure system effectiveness.

· System must be equipped with automated features to ease of use and proper maintenance and operation.

· Requirements for off gassing associated with the specific chemicals (for example Sodium hypochlorite).

· Chemical spill containment systems must be provided.

· Chemical storage requirements.

Emergency Water Disinfection Methods

Emergency disinfection is the process of implementing immediate, temporary actions to reduce the amount of Legionella in a water distribution system.

Thermal Eradication

Requires potable water in the system to be raised to 71 - 77 deg C [160 - 170 deg F] and flushed through every fixture for 30 minutes. Some design considerations are as follows:

· Central water heating equipment must be capable of raising water temperature to 82 deg C [180 deg F].

· Master thermostatic mixing valve located in the hot water distribution system may have to be bypassed to allow hot water to circulate in the distribution system.

· Select point-of-use thermostatic mixing valves that are amenable to thermal eradication procedures. See VA Master Specification 22 05 23 for required mixing valves.

· Provide taps for a connection of temporary booster heater to facilitate thermal eradication.

· Provide adequate electrical connections for temporary booster heaters. Coordinate with electrical engineer.

· All equipment and appurtenances in the system will need to be reviewed for operation at elevated temperature (e.g. ensure water supply stops can withstand required temperatures).

· Means of tempering discharge will need to be considered to accommodate code requirements on discharge to sanitary sewer (max temp of 60 deg C

[140 deg F]). Ensure discharge is compliant with the local requirements.

Shock Chlorination

Installation of a chlorinator is required. Shock chlorination involves the addition of chlorine to the water system in one of the forms listed above.

Some design considerations are as follows:

· Provide taps for connection of temporary equipment.

· All equipment and appurtenances in the system will need to be reviewed for operation at elevated oxidant levels.

Special Use Water Systems (e.g., hemodialysis, laboratory, pharmacy compounding )

It is important to consider the implications of Legionella mitigation strategies on special use water systems within the building. Special use water systems include: Hemodialysis, Laboratory Service, Pharmacy Compounding, and Supply Process Service (SPS). Water treatment strategies and chemical disinfectants may result in the introduction of products into, or the formation of disinfection byproducts in, the building water supply at concentrations that may be toxic to patients on hemodialysis. Accordingly, the impact of mitigation strategies must account for potential toxicity, methods for removal of the chemical agent and byproducts from the special use water system, and availability of assay methods to measure the chemical agent and byproducts for assuring patient safety. VA authorities responsible for the oversight of special use water systems are to be consulted during design development of the project and prior to any final decisions regarding water treatment strategies for Legionella.

INSPECTIONS AND WITNESS OF TESTS

The inspection plan needs the approval of the project Engineer. Frequency and requirements for inspections and testing must be added to the construction documents. Regarding inspections and test witnessing, the plumbing drawings and specifications shall coordinate with the best practices on Systems

Commissioning and the project's commissioning specifications.

Ensure that newly installed piping and distribution system components are flushed of debris and disinfected prior to being placed into service. Piping and components must be cleaned and protected from accumulation of debris and contamination prior to and during installation. Documentation of flushing and disinfection must be maintained. Disinfection for new installations or maintenance of piping, equipment, and components shall be conducted in accordance with the requirements of the Plumbing code, American Water Works Association (AWWA C651-05), and VA Master Construction Specifications.

WATER DISTRIBUTION SYSTEMS

Water Storage Tanks: Provide adequate space for maintenance access to clean the interior of all water storage tanks. Tanks shall be provided with a man way access to allow for inspection, maintenance and cleaning. Tanks shall be constructed to minimize stagnation and thermal gradients. Mechanical cooling may be needed to maintain water temperature.

Measuring and Indicating Devices

Analog gauge and electronic sensors/devices shall be used in tandem as much as is practicable. The gauge device will provide a local or immediate indicator of current conditions for troubleshooting and verification purposes. The electronic sensor/device will be used for continuous monitoring of water conditions and shall be connected to the building automation system. All electrical devices shall be on emergency power. All measuring devices shall be calibrated in accordance with the manufacturer's recommendations.

Domestic Cold Water Sequence of Operation

See schematic A/ P003 & B/P003

Water will flow as required for fixture use as measured by CF-1. Water temperature will be measured at a minimum of three locations: CT-1 at the meter; CT-2 near the first plumbing fixture; and CT-3 on the return pipe.

Once all fixture use has stopped as measured by flow meter CF-1, the flow meter will send a signal to the Domestic Cold Water Pump to start. Pump will circulate domestic cold water until flow meter CF-1 senses fixture usage and pump will stop.

Pressure shall be measured before RPZ by pressure sensor CP-1 and after RPZ and pressure reducing valve by CP-2.

Pressure shall also by measured before pump DCP-2 by CP-3.

Domestic Hot Water Sequence of Operation

See schematic C/P002

Water will flow as required for fixture use. Water temperature will be measured at a minimum of four locations: HT-1 near the water heating source; HT-2 after 50 feet; and HT-3 near the middle of the domestic hot water piping; and HT-4 at the farthest point from the heating source. Domestic hot water piping will be looped to feed all fixtures before returning back to the water heating source.

Domestic Hot Water Return Pump shall circulate hot water continuously (no shut down or aqua sensor). Water flow shall be monitored by HF-1. Once flow stops, HF-1 shall send a signal to the Building Control System indicating a flow failure.

Pressure shall be measured after water heating sources by pressure sensor HP1

NOTE: ALL DOMESTIC COLD AND HOT WATER PIPES SHALL BE INSULATED WITH 1" FIBERGLASS INSULATION WITH OUTER

JACKET. THIS INCLUDES ALL PIPING IN WALLS.

Water quality sensor CQ-1 shall measure water quality and send a signal to EMS.

T

T F

T

CT-2

CF-1

CT-1

CT-3

INCOMING DOMESTIC WATER

SERVICE; SEE DETAIL A/P0.03

NO SCALE

DOMESTIC COLD WATER SCHEMATIC

T T F

HT-2 HF-1HT-4

NO SCALE

DOMESTIC HOT WATER SCHEMATIC

T

HT-3

DOMESTIC HOT WATER

RETURN PUMP DHW-1

DOMESTIC COLD WATER

RETURN PUMP DCW-1

HOSE END BALL VALVE

WITH GASKET CAP AND

CHAIN

T

HT-1

T QP P F

T

PT

NO SCALE

BUILDING WATER SERVICE

HOSE-END BALL VALVE;

TYPICAL

FLOW METER; TYPICAL

DOMESTIC COLD WATER

MAIN (RISER)

DOMESTIC COLD WATER

SUPPLY TO BUILDING

CP-2 CF-1

CT-2

DOMESTIC COLD WATER

RETURN PUMP (NOT A

BOOSTER PUMP) DCW-1

CHECK VALVE; TYPICAL

BALL VALVE; TYPICAL

CT-3 CP-3

TEMPERATURE METER;

TYPICAL

PRESSURE METER;

TYPICAL

FLOW ARROW; TYPICAL

DOMESTIC COLD

WATER RETURN

CP

-1

CT

-1

CQ

-1

STRAINER WITH

HOSE END BLOW

DOWN

THEMOMETER;

TYPICAL

TO HW BUILDING MAIN

P

HP-1

24" MIN.

FROM FIXTURES TO FIXTURE

PLACE IN PIPE FOR INSTALLING

SILVER IONIZATION

DISINFECTION SYSTEM (FUTURE)

M

GATE VALVE,

RISING STEM

TO HWR BUILDING MAIN

ENGINEERS

T A

TE

OF I L L

NO

I S

ER

AW

LUOBEDAW

LRAE

I

062-044274

REGISTERED

PROFESSIONAL

Drawing Title Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Revisions: Date CONSULTANTS: ARCHITECT/ENGINEERS:

42-AdditionApproved: Associate Director

Approved: Chief of Staff

Approved: Chief Engineer

Approved: Infection Control

Approved: Safety Officer

Approved: Chief, Police & Security 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…