36C25018B0688-004.pdf

Kuder Place

Indiana Avenue Indiana Avenue

H y d e R o a d

Irw in

D riv e

Chapman Avenue

H y d e R o a d

M a rio n R o a d

O rc h a rd

A v e n u e

Indiana Avenue

F lo w e r

S tre e t

F lo w e r

S tre e t

Chapman Avenue

N e ls o n A v e n u e

O rc h a rd

A v e n u e

Chapman Avenue

River Road

National Cemetary

National Cemetary

National Cemetary

D

IX

R O A D

P A R K

D R

IV

E

38 Street

L in c o ln

B o u le v a rd

McMahon

G ra y R o a d

Steel Circle

Avenue

C o tt a g e

A v e n u e

B la c k

R o a d

B la c k R o a d

C o tt a g e

A v e n u e

G ra y R o a d

Water Street

B lack R oad

Water Street

Nelson

Avenue

Orchard

Avenue

M c M a h o n

A v e n u e

Doctors Road

V in e

Drive

Vine

Water Street

Railroad Avenue

M e c h a n i c s A v e n u e

R

I

V

E

R

R o a d

Road

Material Compound

54 153

T504

T516

53144

51 52

75 55

17 184

93114

313029

91 125

(3001)

(1301)

Main Entrance

(3002)

(HA-2)

(4801)

(HA-4)

(HA-6)

(HA-5)

(3004)

(3G01)

(HA9)

(HA1)

(HA8)

PROJECT LAYDOWN

AREA / CONTRACTOR

PARKING AREA

PROJECT AREA

CONTRACTOR HAUL ROUTE

PROJECT LOCATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

321 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

A/E:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot on e ha lf in ch o ne fo ot

6"

6"

6"

6"

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/2

/2

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P

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G-000

COVER 610-303 / 269296

03/19/18 MT ETD

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTEL SR ,RA, LEED

AP BD+C

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOLN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

CONTRACT DOCUMENTS - ISSUE FOR CONSTRUCTION

GENERAL/CIVIL/STRUCTURE/ARCHITECTURAL/FIRE PROTECTION/PLUMBING/MECHANICAL/ELECTICAL

Project No.

Date:

610-303 / 269296

BUILD PRIMARY CARE CLINIC - PACT

1700 E 38TH ST, MARION, IN 46953

03/19/2018

CAMPUS SITE PLAN LOCATION MAP

INDEX OF DRAWINGS

SHEET # DESCRIPTION

CURRENT

REVISION

INTERIORS

I-10B INTERIOR FLOOR AND WALL FINISH PLANS - BASEMENT

I-101 INTERIOR WALL FINISH PLAN - FIRST FLOOR

IN101 INTERIOR FLOOR FINISH PLAN - FIRST FLOOR

IP101 WALL PROTECTION PLAN - FIRST FLOOR

I-201 ELEVATIONS - INTERIOR

I-202 ELEVATIONS - INTERIOR

I-203 ELEVATIONS- INTERIOR

I-501 INTERIOR DETAILS

EQUIPMENT

Q-101D FURNITURE AND EQUIPMENT PLANS - AREA D

Q-101E FURNITURE AND EQUIPMENT PLANS - AREA E

Q-601 FURNITURE AND EQUIPMENT MASTER SCHEDULE

Q-602 EQUIPMENT SCHEDULE AREA D

Q-603 EQUIPMENT SCHEDULE AREA E

FIRE PROTECTION

FX201 FIRE PROTECTION PLANS

FJ501 FIRE PROTECTION SCHEDULES, DETAILS & SYMBOLS LIST

PLUMBING

PP200 PLUMBING BASEMENT & UNDERFLOOR PLANS

PP201 PLUMBING FIRST FLOOR PLANS

PP202 PLUMBING ROOF PLAN

PP401 PLUMBING ENLARGED PLAN

PP402 PLUMBING ENLARGED PLAN

PG301 MEDICAL GAS PIPING PLANS

PQ501 PLUMBING SCHEDULES & SYMBOLS LIST

PQ601 PLUMBING DETAILS

PQ602 PLUMBING DETAILS

PQ603 PLUMBING DETAILS

PW701 PLUMBING STACKS

PW702 PLUMBING STACKS

PW703 PLUMBING RISER & DIAGRAMS

MECHANICAL

MH201 HVAC FIRST FLOOR PLANS

MH301 HVAC PIPING FIRST FLOOR NEW WORK PLANS

MH401 HVAC ENLARGED PLAN

MH402 HVAC SECTIONS

MH501 HVAC SCHEDULES & SYMBOLS LIST

MH502 HVAC SCHEDULES

MH601 HVAC DETAILS

MH602 HVAC DETAILS

MH701 HVAC ZONE DIAGRAM

ELECTRICAL

E-000 ELECTRICAL SYMBOLS LIST

ED001 ELECTRICAL SITE PLAN - DEMO

ED101 ELECTRICAL FIRST FLOOR DEMOLITION

ES002 ELECTRICAL SITE PLAN - NEW

EL201 ELECTRICAL BASEMENT LIGHTING PLAN

EL202 ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREA D

EL203 ELECTRICAL FIRST FLOOR LIGHTING PLAN - AREA E

EP301 ELECTRICAL BASEMENT POWER PLAN

EP302 ELECTRICAL FIRST FLOOR POWER PLAN - AREA D

EP303 ELECTRICAL FIRST FLOOR POWER PLAN - AREA E

EP304 ELECTRICAL FIRST LIGHTNING PLAN - OVERAL

EP401 ELECTRICAL ENLARGED PLANS

EJ501 ELECTRICAL SCHEDULES

EJ502 ELECTRICAL SCHEDULES

EJ601 ELECTRICAL ONE-LINE DIAGRAM

EJ602 ELECTRICAL ONE-LINE DIAGRAM SCHEDULES

EK701 ELECTRICAL DETAILS

EK702 ELECTRICAL DETAILS

EK703 ELECTRICAL DETAILS

FA801 ELECTRICAL BASEMENT FIRE ALARM PLAN

FA802 ELECTRICAL FIRST FLOOR FIRE ALARM PLAN -AREA D

FA803 ELECTRICAL FIRST FLOOR FIRE ALARM PLAN -AREA E

ET000 TECHNOLOGY SYMBOL LIST

ET001 TECHNOLOGY SITE PLAN

ET101 TECHNOLOGY BASEMENT PLAN

ET201 TECHNOLOGY FIRST FLOOR PLAN - AREA D

ET202 TECHNOLOGY FIRST FLOOR PLAN - AREA E

ET301 TECHNOLOGY ENLARGED PLANS

ET401 TECHNOLOGY DETAILS

ET402 TECHNOLOGY DETAILS

ET403 TECHNOLOGY DETAILS

INDEX OF DRAWINGS

SHEET # DESCRIPTION

CURRENT

REVISION

GENERAL

G-000 COVER

G-101 ABBREVIATIONS AND SYMBOLS

GC-101 PROJECT PHASING

GI-001 LIFE SAFETY PLANS

GI-200 INFECTION CONTROL PLAN

CIVIL

GS01 COVER SHEET

GS02 TOPOGRAPHIC SURVEY

GS03 REMOVALS PLAN

GS04 SITE DEVELOPMENT PLAN

GS05 UTILITY RELOCATION PLAN

GS06 DRAINAGE AND GRADING PLANS

GS07 CONSTRUCTION DETAILS

GS08 CONSTRUCTION DETAILS

GS09 CONSTRUCTION DETAILS

GS10 CONSTRUCTION DETAILS (VA STANDARDS)

GS11 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

GS12 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

GS13 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

GS14 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

GS15 STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

STRUCTURAL

SB100 BASEMENT FOUNDATION

SF100 FOUNDATION AND FRAMING PLAN

SF101 ROOF BOTTOM REINFORCING

SF102 ROOF TOP REINFORCING

SF103 CANOPY PLANS AND DETAIL

SJ100 STRUCTURAL DETAILS

SJ101 STRUCTURAL DETAILS

SJ102 STUCTURAL NOTES

SJ103 BEAM SCHEDULE

ARCHITECTURE

A-002 TYP. MOUNTING HEIGHTS

A-003 ALTERNATE DEFINITIONS

AD101 PLAN - DEMOLITION

A-10B PLAN - BASEMENT

A-101 PLAN - FIRST FLOOR

A-101D FLOOR PLAN, FIRST FLOOR - AREA D

A-101E FLOOR PLAN, FIRST FLOOR - AREA E

A-103 PLAN - ROOF

AC10B REFLECTED CEILING PLAN - BASEMENT

AC101 REFLECTED CEILING PLAN - FIRST FLOOR

AC101D REFLECTED CEILING PLAN - AREA D

AC101E REFLECTED CEILING PLAN - AREA E

A-200 ELEVATIONS - EXTERIOR BUILDING

A-201 ELEVATIONS - EXTERIOR BUILDING

A-301 SECTIONS - BUILDING

A-302 SECTIONS - BUILDING

A-350 SECTIONS - EXTERIOR WALL

A-351 SECTIONS - EXTERIOR WALL

A-460 CASEWORK

A-461 CASEWORK

A-501 SECTIONS - DETAILS

A-502 SECTIONS - DETAILS

A-503 SECTIONS - DETAILS

A-520 PLAN DETAILS

A-521 PLAN DETAILS

A-540 SECTIONS/ PLANS DETAILS - STAIRS

A-550 DETAILS

A-601 DOOR AND FRAME SCHEDULE

A-710 DOOR AND FRAME TYPES & DETAILS

A-711 SLIDING DOOR DETAILS

A-712 SLIDING DOOR DETAILS

A-720 INTERIOR PARTITION TYPES AND DETAILS

A-721 HEAD-OF-WALL DETAILS

A-722 PARTITION FRAMING DETAILS

A-730 CEILING DETAILS

AW10A SIGNAGE MESSAGE SCHEDULE BASEMENT AND FIRST FLOOR

AW10B SIGNAGE- PLAN - BASEMENT - OVERALL

AW101 SIGNAGE- PLAN - FIRST FLOOR - OVERALL

AW102 INTERIOR SIGNAGE STANDARDS

AW103 INTERIOR SIGNAGE-LIFESAFETY SIGN TYPES IN-01.01.01- IN-01.05

AW104 INTERIOR SIGNAGE LIFE SAFETY SIGN TYPES IN-01.11- IN-01.22

AW105 INTERIOR SIGNAGE - ROOM ID SIGN TYPE IN-04.03 - IN-09.03

AW106 INTERIOR SIGNAGE – WAYFINDING SIGN TYPE IN-14.04 - IN-17.05

AW751 SIGNAGE

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

STAMP

03-19-18

Page 1 of 141Page 1 of 141

VOLUME 3

FIRE PROTECTION

PLUMBING

MECHANICAL

ELECTRICAL

996134

969043

872457

391996126

969061

872457

996134

872457

391996126

872457

D144D144

OIT.

C109C109

CORR

D142D142

COMM.

S103AS103A

EGRESS

D146D146

H/WEIGHT.

D118D118

H/WEIGHT.

D101.9D101.9

KIOSK.

D101.17D101.17

KIOSK.

D101.8D101.8

KIOSK.

D101.16D101.16

KIOSK.

D101.5D101.5

FAM.

WAIT.

D101.12D101.12

WAITING.

D101.15D101.15

WAITING.D101.13D101.13

PAT. ED.

C106C106

CONC.

D101.1D101.1

WHEEL.

CHR.

D101.19D101.19

CHECK-IN

D101.18D101.18

CHECK-IN

D101.11D101.11

CHECK-IN

D101.10D101.10

CHECK-IN

D104D104

HAC.

D101.6D101.6

WELC.

DESK.

D101.7D101.7

SECUR.

D100D100

VEST.

D105D105

STOR.

D102D102

TLT. - M

D103D103

TLT. - W

C110C110

CORR.

D134D134

TEAM

D101.4D101.4

FAM.

WAIT.

D101.2D101.2

FAM.

WAIT.

146A146A

ELEC

S103S103

149149

136136

135135

134134

147A147A148148

D145D145

EXAM.

D120D120

EXAM.

D117D117

EXAM.

D134.1D134.1

TEAMLET.

D101.20D101.20

WAITING.

D101.21D101.21

WAITING.

D106D106

CORR.

S103S103

149149

148148

D106.1D106.1

TEAMLET.

D124D124

EXAM.

D125D125

PROC.

RM.

D125.1D125.1

TLT.

D101.3D101.3

FAM.

WAIT.

D101.14D101.14

PAT. ED.

D138D138

EXAM.

D137D137

EXAM.

D134.4D134.4

TEAMLET.

D134.3D134.3

TEAMLET.

D131D131

CLEAN.

D139D139

EXAM.

D132D132

MEDS.

ALC.

D140D140

TLT.

D133D133

SOILED.

D130D130

EQUIP

ALCOVE

D123D123

TLT.

D122D122

EXAM.

D121D121

EXAM.

D134.2D134.2

TEAMLET.

D141D141

EXAM.

D143D143

EXAM.

D112D112

EXAM.

D111D111

EXAM.

C108C108

CORR.

D128D128

TLT - M

D129D129

TLT - W

D135D135

CONF.

RM

D136D136

CONF.

RM

D106.4D106.4

TEAMLET.

D106.3D106.3

TEAMLET.

D113D113

EXAM.

D108D108

MEDS.

ALC.D114D114

TLT

D106.2D106.2

TEAMLET.

D115D115

EXAM.

D116D116

EXAM.

D134.6D134.6

FLEX

WORK

D106.6D106.6

FLEX

WORK

D106.5D106.5

FLEX

WORK

D134.5D134.5

FLEX

WORK

PROVIDE SPRINKLER

COVERAGE PER NFPA 13 LIGHT

HAZARD DUTY FROM NEW

RISER VALVE IN BASEMENT.

EXCEPT AS NOTED.

B E F

GDA

x25

S P

R

S P

R

S P

R

S P

R

E7

FJ501

SPLASH BLOCKINSPECTORS TEST

CONNECTION

E3

FJ501

1"

A.D.

D001D001

MECH

D002D002

ELEC.18A18A

18F18F

18G18G

18B18B18C18C18D18D

18E18E

PROVIDE COVERAGE PER

NFPA 13 ORDINARY

HAZARD GROUP 2

COVERAGE FOR THIS

AREA

B4

FJ501

B E F

GDA

SPR

E7

FJ501

B6

FJ501

PIPE

SLEEVE

F5

PQ602

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :0

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

FX-201

FIRE PROTECTION PLANS 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F5

FIRST FLOOR PLAN

NEW WORK

N 0' 4' 12'2'

SCALE: 3/32" = 1'-0"D2

BASEMENT PLAN

NEW WORK

CODED NOTES

1. UNDERGROUND WATER SERVICE TO THIS POINT BY SITE UTILITY

CONTRACTOR.

2. FROM FIRE DEPARTMENT CONNECTION.

3. WET PIPE RISER.

4. FLOOR CONTROL VALVE.

5. SPRINKLER PIPING UP.

6. TERMINATE RISER WITH VALVE ABOVE FIRST FLOOR CEILING FOR

FUTURE ADDITIONS.

7. STORAGE OF COMBUSTIBLES HIGHER THAN 8 FT. IS ANTICIPATED IN

MECHANICAL ROOM.

8. 1 HOUR FIRE BARRIER/SHAFT.

9. 2 HOUR FIRE BARRIER.

10. 2 HOUR FIRE BARRIER/SHAFT.

11. PROVIDE CLEAN AGENT FIRE SUPPRESSION SYSTEM FOR THIS AREA.

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

PS

DC

DC

M

T

T

E1

DETAIL

WALL PENETRATIONS N.T.S.

B6

DETAIL

WET PIPE SPRINKLER RISER PIPING N.T.S.

B4

FJ501

E5

DETAIL

SPRINKLER LOCATIONS IN VARIOUS CEILING

TILE TYPES

N.T.S.

B4

DETAIL

FIRE WATER SERVICE PIPING N.T.S.

ELECTRONICALLY

SUPERVISED GATE VALVE

W/TAMPER SWITCH

E3

DETAIL

INSPECTOR'S TEST CONNECTION/

SPRINKLER DRAIN PIPING

N.T.S.

PLUMBING

CHASE WALL

6"

6" BLIND

FLANGE

6" B6

FJ501

B4

FJ501

E7

DETAIL

SPRINKLER ZONE CONTROL VALVE PIPING N.T.S.

PIPE THRU 3 HR. MASONRY WALL

PIPE THRU 2 HR. GYP. BD. WALL

PSI

Kpa

EXISTING SPRINKLER HEAD

EXISTING SPRINKLER HEAD

SPRINKLER HEAD WITH DEFLECTOR

EXTENDED THROW SIDEWALL

NON-FREEZE SIDEWALL

NON-FREEZE PENDANT

INSPECTOR'S TEST CONNECTION

FIRE DEPARTMENT VALVE

DRY PIPE ALARM VALVE

ELECTRICALLY SUPERVISED VALVE

WET PIPE ALARM VALVE

PRESSURE REDUCING VALVE

WALL INDICATOR VALVE

SPRINKLER HEADS

FIRE PROTECTION SYMBOLS LIST

NOTE: ALL SYMBOLS NOT NECESSARILY USED

FIRE HOSE/EXTINGUISHER CABINET

CONNECT TO EXISTINGWITH BYPASS METER

DETECTOR CHECK VALVE

DETECTOR CHECK VALVE

FIRE RATED OR WATER TIGHT

SIGHT GLASS

ROOF HYDRANT

TEST CONNECTION

WALL TYPE SIAMESE CONNECTION

ELECTRIC ALARM BELL

WATER MOTOR GONG

FIRE VALVE CABINET

FIRE HOSE RACK

PIPE SLEEVE

UNION

GAUGE

TO BE REMOVED

TO REMAIN

SIDEWALL

RECESSED

FLUSH/CONCEALED

PENDANT

UPRIGHT

FIRE HOSE CABINET

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

EXISTING TO BE ABANDONED

EXISTING TO BE REMOVED

EXISTING TO REMAIN

COMB. SRINKLER & STANDPIPE

SPRINKLER PIPE

COMB. FIRE & WATER SERVICE

STANDPIPE

DRY PIPE

DELUGE

DRAIN

ANTIFREEZE

FIRE MAIN

GLOBE VALVESP

SPECIALTIES

(AB)

DP

(E)

(R)

DL

D

S

SPR

PRESSURE SWITCH

STRAINER

FLOOR STAND VALVE

FLOW SWITCH

FEC

DELUGE VALVE

PIPING

AF

FW

F

GATE VALVE

CHECK VALVE

R

E

VALVES

N

N

OC

FOR COORDINATION OR REFERENCE

DENOTES ITEM PROVIDED BY

ANOTHER CONTRACTOR, SHOWN

FE

FHC

FHEC

FHR

FVC

MISCELLANEOUS

VALVE IN DROP

VALVE IN RISE

MAIN DRAIN

ALARM VALVE

F

D

D

VALVE

WET PIPE

SPR

TO FIRE ALARM

SYSTEM PANEL TO WET PIPE

GENERAL NOTES (APPLY TO ALL SHEETS)

VARIOUS CEILING TILE CONFIGURATIONS. COORDINATE WITH

ARCHITECTURAL FINISH SCHEDULES AND DETAILS.

NOTE: NO. 2 TYPICAL FOR ANY STYLE OF CEILING TILE.

CEILING PLAN FOR COORDINATION OF THE SPRINKLER HEAD LOCATIONS.

SEE SKETCHES ABOVE FOR TYPICAL SPRINKLER HEAD LOCATION FOR

THE FIRE PROTECTION CONTRACTOR SHALL REFER TO THE REFLECTED

1.

2.

CENTER IN

PARTIAL TILE

IN TILE

CENTER

CENTER IN ONE

12 X 12 SECTION

CENTER IN 24 X 24

OR 24 X 48 SECTION

CENTER IN

24 X 24 SECTION

CENTER

IN TILE

DIFF., LIGHT,

GRILLE, ETC.

PIPE SLEEVE

FIRE BARRIER CAULK.

THICKNESS BASED ON

MANUFACTURERS

RECOMMENDATIONS

AND PRODUCT LISTING

PIPE

BACKER ROD OR MINERAL

WOOL DAMMING MATERIAL

FIRE BARRIER CAULK.

THICKNESS BASED ON

MANUFACTURERS

RECOMMENDATIONS

AND PRODUCT LISTING

PIPE SLEEVE

BACKER ROD OR MINERAL

WOOL DAMMING MATERIAL

PIPE

FLOOR

FINISHED

S P

R

FINISHED

GRADE

1"

CODED NOTES

1. INSPECTOR TEST AND

DRAIN ASSEMBLY.

2. WATER-RESISTANT PIPE

SLEEVE.

3. CORROSION-RESISTANT

45° ELBOW.

4. SPLASH BLOCK.

5. ESCUTCHEON

EXTERIOR SIDE OF

WALL.

NOTE: PROVIDE

INSPECTOR'S TEST

CONNECTION/SPRINKLER

DRAIN PIPING

N.O.FINISHED

BASEMENT

FLOOR SLAB

ELECTRONICALLY

SUPERVISED GATE

VALVE (TYP.)

6" ASSE # 1048 APPROVED

DOUBLE CHECK DETECTOR

BACKFLOW PREVENTION ASSEMBLY

(ASSE 1048)

PIPE

SUPPORT

(TYP.)

PRESSURE

GAUGE

PIPE FULL

SIZE TO DRAIN

¾" THREADED

CONNECTION

6" FROM FIRE

DEPARTMENT

CONNECTION

CHECK VALVE

W/ BALL DRIP VALVE

TT

PRESSURE

SWITCH

WATERFLOW

DEVICE

RETARD

CHAMBER

DRIP CUP

PIPE FULL SIZE TO

FLOOR DRAIN

BY E.C. SPRINKLER SYSTEM

IN BASEMENT

ZONE CONTROL VALVE

SPRINKLER RISER

NEAREST FLOOR

DRAIN IN BASEMENT

1"

UNION W/RESTRICTED OPENING

(SAME SIZE AS SPRINKLER TAP)

SIGHT GLASS

DRAIN VALVE (NORMALLY CLOSED)

TEST VALVE

1"

1"

FLOW SWITCH

TO SPRINKLER SYSTEM

PRESSURE

GAUGE

TAMPER SWITCH

OS & Y SPRINKLER

ZONE CONTROL VALVE

F

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :0

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

FJ-501

FIRE PROTECTION DETAILS &

SYMBOLS LIST

610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

FIRE PROTECTION GENERAL NOTES

1. THIS BUILDING WILL BE FULLY SPRINKLERED AT THE

COMPLETION OF CONSTRUCTION.

2. SPRINKLER SYSTEM DESIGN, INSTALLATION AND TESTING

SHALL MEET THE REQUIREMENTS OF NFPA 13 LATEST

EDITION AND ALL STATE AND LOCAL CODES.

3. REFER TO SPECIFICATION SECTION 21 13 13 WET PIPE

SPRINKLER SYSTEMS FOR SPRINKLER HAZARD

CLASSIFICATIONS.

4. COORDINATE PIPING AND EQUIPMENT LOCATIONS WITH

ALL OTHER TRADES.

5. REFER TO ARCHITECTURAL DRAWINGS FOR REFLECTED

CEILING PLANS AND CONSTRUCTION. COORDINATE

SPRINKLER LOCATIONS WITH ALL CEILING DEVICES

(LIGHTING, DIFFUSERS, ETC.).

6. SPRINKLERS IN ALL AREAS WITH FINISHED CEILINGS SHALL

BE QUICK RESPONSE CHROME PLATED RECESSED

PENDANT TYPE. SPRINKLERS IN AREAS WITHOUT CEILINGS

SHALL BE QUICK RESPONSE UPRIGHT TYPE WITH BRASS

FINISH AND GUARD.

7. THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

CUTTING, CORE DRILLING AND PATCHING REQUIRED FOR

HIS WORK. PATCH TO MATCH SURROUNDING CONDITIONS

WITH MATERIALS AND WORKMANSHIP ACCEPTABLE TO

THE VA PROJECT MANAGER.

8. THIS CONTRACTOR SHALL COMPLY WITH ALL OSHA

STANDARDS.

9. PROVIDE DRAIN VALVES AND PIPING TO ALLOW COMPLETE

DRAINAGE OF FIRE PROTECTION SYSTEM.

10. THE CONTRACTOR SHALL ENSURE THAT THE INTEGRITY

OF ALL CONCRETE SOUND ISOLATION ASSEMBLIES OR

CONSTRUCTIONS CONFORMS TO THE DRAWINGS AND

SPECIFICATIONS. ALL PENETRATIONS OF SUCH

ASSEMBLIES SHALL BE INSTALLED IN A MANNER THAT

RESULTS IN COMPLETED AIR TIGHTNESS THROUGH THE

STRUCTURE. PENETRATIONS THROUGH FIRE - RATED

PARTITIONS SHALL BE SEALED IN ACCORDANCE WITH

ASTM E-814 AND THE CORRESPONDING UL

REQUIREMENTS. SHOULD CONDITIONS OCCUR WHERE

PENETRATIONS OF SOUND ISOLATION ASSEMBLIES (OR

DESCRIBED IN THE SPECIFICATIONS), THE CONTRACTOR

SHALL IMMEDIATELY REQUEST CLARIFICATION REGARDING

THE METHOD NECESSARY TO INSTALL SUCH ITEMS, THE

FOLLOWING SHALL TO ALL PENETRATIONS OF PARTITIONS

IN SOUND CRITICAL SPACES.

11. PENETRATIONS OF ACOUSTICALLY SENSITIVE MASONRY AND

CONCRETE CONSTRUCTIONS.

A. PIPE/CONDUIT DIAMETER = 1" OR LARGER:

INSTALL A METAL SLEEVE AT THE PENETRATION

SIZE THE SLEEVE TO ALLOW FOR 1/2" THICK PIPE

INSULATION AND NORMAL PIPE CLEARANCES.

LINE THE SLEEVE WITH 1/2" THICK ELASTOMERIC

CLOSED CELL NEOPRENE PIPE INSULATION (AP

ARMAFLEX SS SELF-SEAL PIPE INSULATION FROM

ARMSTRONG, OR APPROVED EQUAL). INSTALL

PIPE/CONDUIT THROUGH LINED SLEEVE AND

SEAL AIRTIGHT WITH ACOUSTICAL SEALANT OR

FIRE - RATED ACOUSTICAL SEALANT (3M

CORPORATION CP 25 OR EQUAL) IF PARTITION IS

FIRE - RATED DO NOT RIGIDLY SECURE

PIPE/CONDUIT TO WALL WITH ANGLES.

B. PIPE/CONDUIT DIAMETER <1":WRAP PIPE/CONDUIT WITH 1/2" THICK

ELASTOMERIC CLOSED CELL NEOPRENE PIPE INSULATION (AP

ARMAFLEX SS SELF - SEAL PIPE INSULATION FROM ARMSTRONG,

OR APPROVED EQUAL). EXTEND WRAPPING MINIMUM OF 2" BEYOND

THE WIDTH OF THE PARTITION ON EITHER SIDE. GROUT TIGHTLY.

TO THE NEOPRENE PIPE INSULATION ON THE PIPE/CONDUIT. TRIM

NEOPRENE PIPE INSULATION TO THE WIDTH OF THE PARTITION, AND

SEAL AIRTIGHT WITH ACOUSTICAL SEALANT OR FIRE - RATED

ACOUSTICAL SEALANT (3M CORPORATION CP 25 OR EQUAL) IF

PARTITION IS FIRE - RATED.

12. CONTRACTOR SHALL VERIFY LATEST FLOW TEST INFORMATION (ON

RECORD) BEFORE SUBMITTING FINAL HYDRAULIC CALCULATIONS AND

SPRINKLER PIPING SHOP DRAWINGS.

13. SPRINKLERS SHALL BE CENTERED IN CEILING TILES.

14. WHERE AREAS ARE NOT PHYSICALLY SEPARATED BY A DRAFT CURTAIN,

BARRIER OR PARTITION CAPABLE OF DELAYING HEAT FROM A FIRE IN ONE

AREA FROM FUSING SPRINKLERS IN THE ADJACENT AREA, THE REQUIRED

SPRINKLER PROTECTION FOR THE MORE DEMANDING DESIGN BASIS

SHALL EXTEND 15 FT. BEYOND ITS PERIMETER.

15. ALL AREAS OF THIS FLOOR SHALL BE CLASSIFIED AS LIGHT HAZARD

OCCUPANCY UNLESS NOTED OTHERWISE.

Mark: Revision: Date:

391996134

969043

872457

391996126

969061

872457

996134

872457

391996126

872457

D101.12D101.12

WAITING.

D101.15D101.15

WAITING.

D100D100

VEST.

D101.9D101.9

KIOSK.

D101.17D101.17

KIOSK.

D101.8D101.8

KIOSK.

D146D146

H/WEIGHT.

D118D118

H/WEIGHT.

D144D144

OIT.

C110C110

CORR.

C109C109

CORR

D142D142

COMM.

D101.1D101.1

WHEEL.

CHR.

D104D104

HAC.

S103AS103A

EGRESS

C106C106

CONC.

D101.11D101.11

CHECK-IN

D101.10D101.10

CHECK-IN

D101.19D101.19

CHECK-IN

D101.18D101.18

CHECK-IN

D101.7D101.7

SECUR.

D101.6D101.6

WELC.

DESK.

D101.13D101.13

PAT. ED.

D101.14D101.14

PAT. ED.

D101.5D101.5

FAM.

WAIT.

D101.16D101.16

KIOSK.

D106D106

CORR.

D101.4D101.4

FAM.

WAIT.

D134D134

TEAM

D101.2D101.2

FAM.

WAIT.

146A146A

ELEC

136136

135135

134134

147A147A

D101.20D101.20

WAITING.

D101.21D101.21

WAITING.

D117D117

EXAM.

D116D116

EXAM.

D115D115

EXAM.

D113D113

EXAM.

D112D112

EXAM.

D111D111

EXAM.

D106.4D106.4

TEAMLET.

D106.2D106.2

TEAMLET.

D106.1D106.1

TEAMLET.

D120D120

EXAM.

D121D121

EXAM.

D122D122

EXAM.

D124D124

EXAM.

D125D125

PROC.

RM.

D125.1D125.1

TLT.

D134.2D134.2

TEAMLET.

D134.1D134.1

TEAMLET.

D145D145

EXAM.

D143D143

EXAM.

D141D141

EXAM.

D139D139

EXAM.

D138D138

EXAM.

D137D137

EXAM.

D110D110

LOUNGE.D135D135

CONF.

RMD136D136

CONF.

RM

D133D133

SOILED.

D131D131

CLEAN.

D103D103

TLT. - W

D102D102

TLT. - M

D105D105

STOR.

D134.4D134.4

TEAMLET.

D140D140

TLT.

D132D132

MEDS.

ALC.

D123D123

TLT.

D114D114

TLT

D130D130

EQUIP

ALCOVE

D108D108

MEDS.

ALC.

C108C108

CORR.

D134.3D134.3

TEAMLET.

C108.1C108.1

STF

VEST

D128D128

TLT - MD129D129

TLT - W

D101.3D101.3

FAM.

WAIT.

D106.3D106.3

TEAMLET.

C106.1C106.1

CONC.

D134.6D134.6

FLEX

WORK

D106.6D106.6

FLEX

WORK

D134.5D134.5

FLEX

WORK

D106.5D106.5

FLEX

WORK

S A

N

B E F

GDA

6"

S T

M

2"

2"

2"

2"

2"

6" 2"

4" 2"

2"

4"

2"

2"

2"

2"

2"

2"

6"

6"

6"

S A

N S

A N

2"

2"

2"

2"

2"

2"

4"

SAN

4"

6"

4"

FINISHED

FLOOR ELEV.

100'-0"

4"

BY SITE UTILITY

CONTRACTOR

6"

STM

S T

M

8"

INVERT

ELEV. 97'-2"

INVERT

ELEV. 96'-10"

INVERT

ELEV. 98'-6"

INVERT

ELEV. 98'-1"

4"

4"

2"

CO

CO

6"

6"

6"

6"B1

PW702

4F

PP401

A1

PW701

4"

(4600 SF)

(5,100 SF)

30' - 6" 37' - 6 7/8"

(13,000 SF)

(TYP. OF 5)

SAN

2"

6"

D001D001

MECH

D002D002

ELEC.18A18A

18F18F

18G18G

18B18B18C18C18D18D

18E18E

PP-401

4F

B E F

GDA

FINISHED

FLOOR ELEV.

87'-4"(±)

6"

S T

M

F6

PP200

4"14

START OF FOUNDATION

DRAIN PIPE

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :3

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PP-200

PLUMBING BASEMENT &

UNDERFLOOR PLANS

610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F6

UNDERFLOOR PLAN

NEW WORK

CODED NOTES

1. 2" SAN UP.

2. 3" SAN UP.

3. 4" SAN UP.

4. 10" DIAMETER PIPE SLEEVE.

5. 12" DIAMETER PIPE SLEEVE.

6. 6" SAN UP.

7. 6" STM UP.

8. 4" STM UP.

9. CONNECT TO UNDERGROUND SANITARY SEWER AT

THIS APPROXIMATE LOCATION. TOP OF PIPE AT 4'-6"

BELOW FINISHED GRADE.

10. CONNECT TO UNDERGROUND STORM SEWER AT THIS

APPROXIMATE LOCATION. TOP OF PIPE AT 4'-6" BELOW

FINISHED GRADE.

11. ROLLED DOWN 45°.

12. PROVIDE WALL CLEANOUT WITH AN EXTRACTABLE

PLUG 18" ABOVE FINISHED FLOOR. TERMINATE 4"

SANITARY ABOVE CEILING AND PLUG.

13. 2" VENT UP.

14. 4" FLEXIBLE, PERFORATED POLYETHYLENE DRAIN PIPE

WITH SOCK.

15. PROVIDE WALL CLEANOUT 18" ABOVE FINISHED FLOOR.

16. 4" SAN UP TO CLEANOUT.

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"C1

BASEMENT PLAN

NEW WORK

Mark: Revision: Date:

3 91

9 96 134

9 69 043

8 72 457

3 919 96 126

9 69 061

8 72 457

3 919 96 134

9 69 043

8 72 457

3 919 96 126

9 69 061

8 72 457

D144D144

OIT.

C109C109

CORR

D142D142

COMM.

S103AS103A

EGRESS

D146D146

H/WEIGHT.

D118D118

H/WEIGHT.

D101.9D101.9

KIOSK.

D101.17D101.17

KIOSK.

D101.8D101.8

KIOSK.

D101.16D101.16

KIOSK.

D101.5D101.5

FAM.

WAIT.

D101.12D101.12

WAITING.

D101.15D101.15

WAITING.D101.13D101.13

PAT. ED.

C106C106

CONC.

D101.1D101.1

WHEEL.

CHR.

D101.19D101.19

CHECK-IN

D101.18D101.18

CHECK-IN

D101.11D101.11

CHECK-IN

D101.10D101.10

CHECK-IN

D104D104

HAC.

D101.6D101.6

WELC.

DESK.

D101.7D101.7

SECUR.

D100D100

VEST.

D105D105

STOR.

D102D102

TLT. - M

D103D103

TLT. - W

C110C110

CORR.

D134D134

TEAM

D101.4D101.4

FAM.

WAIT.

D101.2D101.2

FAM.

WAIT.

146A146A

ELEC

S103S103

149149

136136

135135

134134

147A147A148148

D145D145

EXAM.

D120D120

EXAM.

D117D117

EXAM.

D134.1D134.1

TEAMLET.

D101.20D101.20

WAITING.

D101.21D101.21

WAITING.

D106D106

CORR.

S103S103

149149

148148

D106.1D106.1

TEAMLET.

D124D124

EXAM.

D125D125

PROC.

RM.

D125.1D125.1

TLT.

D101.3D101.3

FAM.

WAIT.

D101.14D101.14

PAT. ED.

D138D138

EXAM.

D137D137

EXAM.

D134.4D134.4

TEAMLET.

D134.3D134.3

TEAMLET.

D131D131

CLEAN.

D139D139

EXAM.

D132D132

MEDS.

ALC.

D140D140

TLT.

D133D133

SOILED.

D130D130

EQUIP

ALCOVE

D123D123

TLT.

D122D122

EXAM.

D121D121

EXAM.

D134.2D134.2

TEAMLET.

D141D141

EXAM.

D143D143

EXAM.

D112D112

EXAM.

D111D111

EXAM.

C108C108

CORR.

D128D128

TLT - M

D129D129

TLT - W

D135D135

CONF.

RM

D136D136

CONF.

RM

D106.4D106.4

TEAMLET.

D106.3D106.3

TEAMLET.

D113D113

EXAM.

D108D108

MEDS.

ALC.D114D114

TLT

D106.2D106.2

TEAMLET.

D115D115

EXAM.

D116D116

EXAM.

D134.6D134.6

FLEX

WORK

D106.6D106.6

FLEX

WORK

D106.5D106.5

FLEX

WORK

D134.5D134.5

FLEX

WORK

P-102

P-528

P-528

P-402

P-528

P-528

P-528

P-528

P-528

P-528

P-528

P-528

P-528

P-528

P-528

P-402

P-528

B E F

GDA

x25

1/2"1/2"

2"

2 1/2"

CO

DN1

CO

2"DHW(130°F)

PP-402

D2

D C

W

DN1

A6

PQ602

A6

PQ602

6"

V

P-528

DHW(130°F)

DHWR(130°F)

DCWR

PP-402

D6

2 1/2"

2" 2 1/2"3"

E-STM

6"

CO

1"1"

3"

2 1/2"

DCW

2 1/2"

1 1/2"

D H

W (1

°F

D C

W

2 1/2"

DCW

6"

6"

1 1/2"

6"

CO

DN1

A6

PQ602

CO

6"

2"

E-STM

STM

2 1

E -S

T M

S T

M

P-528

CO

1"

S T

M

6" STM DN

3" VENT UP

P-528

P-102

P-402 P-102

P-402

P-528

1/2"

1/2"1/2"

1 1/2"

1 1/2"

1/2"

1 1/2"

1/2"1/2"

1/2"1/2"

1 1/2"

1/2"3/8"1/2"1/2"

1 1/2"

1 1/2"

1 1/2"

1/2"

1/2"

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

1/2"1/2"

1 1/2"

1 1/2"

3/4"

DCW

P-801

1"

2"

(5,100 SF)

1 1/2" 1/2"

1/2"

1 1/2"1 1/2"

1/2"1/2"

1"

1/2"

1/2"

1 1/2"

1 1/2"

1/2"1/2"

1"

1 1/2"

2"

3"

2"

1/2"1/2"

1/2"1/2"

D C

W

D C

W D

H W

(1 °F

1/2"1/2"

1 1/2"

1 1/2"

2"

1 1/2"

2"

2"

1 1/2"1 1/2"

1/2"1/2"

1/2"1/2"

1/2"1/2"

1 1/2"

P-801

3/4" (4,600 SF)

1/2"1/2"

2"

1 1/2"

1/2"1/2"

2"

1 1/2"

1/2"1/2"

2"

2"

1 1/2"

(3,800 SF)

C8

PW702

6"

1 1/2"

10 10

B

CA

x24 x25

(E)2"

(E)1 1/2"

(R)3/4"(R)3/4"

(R)1 1/2"

(R) FD1 (R) FD1

(R)1 1/2"

(R)2"

(R)3"

(R)3"

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

(R)1 1/2"

(R)2"

(R)2"

(R)3/4" (R)1"(R)1"

(E)3/4"

(E)1 1/4"

(E)2"

(R)3/4"DHWR(130°F)

(R)2 1/2"DHW(130°F)

(R)4"DCW

(E)V

(R )V

(R)V

(R)SAN(E)SAN

(R)SK

(R)SK

(E)SK

(R)UR (R)WC

(R)WC(R)WC

(R)LAV

(TYP. OF 4)

(R)CO

(R)MS

(R)SK

(E)2"VS

(E)4"WS

(R)3/4"(R)3/4"

(R)3/4"(R)3/4"

(R)1 1/2"

1/2"

(R)1 1/2"

(R)1"

5(TYP. OF 3)

REROUTE/RELOCATED

ABANDONED LINES TO

CHASE FROM RADIOLOGY

ROOM

REMOVE "BLUE" PVC

CHEMICAL DRAIN

PIPING IN THIS AREA AND CAP

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :5

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PP-201

PLUMBING FIRST FLOOR PLANS 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F5

FIRST FLOOR PLAN

NEW WORK

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"C1

FIRST FLOOR PLAN

DEMOLITION

CODED NOTES

1. STM FROM PRIMARY ROOF DRAIN.

2. E-STM FROM SECONDARY (OVERFLOW) ROOF DRAIN.

3. 6" SAN UP TO UNDERSIDE OF ROOF AND PLUG. PROVIDE CLEANOUT 24"

A.F.F. WITH REMOVABLE STACK PLUG. (STACK PLUG TO BE REMOVED

WHEN FUTURE BUILDOUT ABOVE OCCURS).

4. (E)4" DCW, (E)2½" DHW AND (E)¾" DHWR SHALL BE PROTECTED DURING

NEW CONSTRUCTION.

5. REMOVE DOMESTIC WATER LINES TO THIS APPROXIMATE LOCATION.

PROVIDE ISOLATION VALVES. EXISTING LINES FROM THE BASEMENT

WILL BE REROUTED TO NEW LOCATION, TO SERVE FIRST FLOOR, WEST

OF COLUMN "A" AND UPPER FLOORS.

6. NEW LOCATION FOR DOMESTIC WATER LINES TO SERVE FIRST FLOOR,

WEST OF COLUMN "A" AND UPPER FLOORS.

7. PROVIDE NEW LINES FROM THIS LOCATION TO SUPPLY EXISTING SINK.

8. CONNECT EXISTING WATER SUPPLIES TO NEW WATER SOURCE AT THIS

APPROXIMATE LOCATION.

9. BALANCING VALVE, SET @ 4 GPM.

10. TRANSFORMER; 120V POWER WIRING BY ELECTRICAL CONTRACTOR.

11. BALANCING VALVE, SET @ 2 GPM.

Mark: Revision: Date:

B E F

GDCA

x24 x25

6"RD1

(5100 SF)

6"RD1

(4600 SF)

6"RD1

(3800 SF)

4" VENT

4" VENT

4" VENT

4" VENT

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:5 :1

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PP-202

PLUMBING ROOF PLAN 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F3

ROOF PLAN

Mark: Revision: Date:

D001D001

MECH

D002D002

ELEC.

FD-E FD-E

FD-E

FD-E

FD-E

FD-EB1

B2

FUTURE

BOILER

AHU3

FD-E

FD-E

4" HUB DRAIN

CO

1 6

PIPE SLEEVE

B4

FJ501

B1

PQ601

4"

DCW

3" VENT

SAN-U

SAN-U

G

1" TO BOILER FEED

WATER AND CHILLED

WATER SYSTEMS

E2

PQ603

SW

S W

BRINE

TANK

RESIN

TANK

WATER

SOFTENER

SYSTEM

WS1

B8

PQ601

E F

GDC

B5

PQ601

CO

FD-E

AD-E

ET1

DWH1

DWH2

4"

6"

4"

4"

4"

4"

3"3"

6"

6"

6"SAN-U

3"

DCWR

D C

W R

3" VENT

2" PUMPED

DISCHARGE

FINISHED FLOOR

ELEV. 87'-4" (±)

INVERT

ELEV. 85'-9"

CO

CONTROL

PANEL

SW1

E6

PQ601

SLOPE 1/8" / FT.

TPM1

1 1/2"

FUTURE

BOILER

(TYP.)

DHWR(130°F)

DHW(130°F)

A4

PQ603

DCW

SW SW SW

DCW

2"

4"

3"

3" VENT UP

3"

3"

V

V

D H

W (1

°F

D H

W R

(1 °F

3"

3"

A3

PW702

INVERT ELEV.

84'-7"

6"

4"DCW

1 1/4"

1 1/4"

1 1/4" TW

F3

PQ602

3" GAS

@ 2 PS1

3"

3"

CO

STM

S

T M

6"

6"

A

PP200

3"

1 1/2" 2"

4"

CO

TPM3

3"

RESIN

TANK

FS-R

4" SW(DCW)

3"

4"

SW

PD

2"

WATER

METER

WM2

2"

3"

TPM2

2"

P D

3" VENT

3/4"

START OF

FOUNDATION

DRAIN PIPE

4"

RCP3

RCP4

RCP1

RCP2

3/4"

3/4"

CONTROL

PANEL

F3

PQ603

(TYP. 3)

FOUNDATION DRAINAGE PUMP, SW2

E6

PQ601

1 1/4"

L.C.

3"DHW(130ºF)

1¼"DCWR

1¼"DHWR(130ºF)

F5

P602

VENTED

STEEL CASING

3"

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :5

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PP-401

PLUMBING ENLARGED PLAN 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 2' 4'1'

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

BASEMENT

NEW WORK

CODED NOTES

1. GAS METER SET.

2. PLUG GAS PIPING FOR FUTURE USE.

3. EQUIPMENT PROVIDED BY HVAC CONTRACTOR.

4. 1¼" GAS DOWN. PROVIDE SHUT OFF VALVE DIRT LEG, TEE, REDUCER,

REGULATOR AND UNION. MAKE FINAL CONNECTION TO GAS TRAIN.

5. UNDERGROUND WATER SERVICES TO THIS POINT BY SITE UTILITY

CONTRACTOR.

6. FIRE PROTECTION WATER SERVICE BY FIRE PROTECTION

CONTRACTOR.

7. CAP FOR FUTURE CONNECTION TO NEW WATER SERVICE.

8. 1" GAS DOWN. PROVIDE SHUT OFF VALVE DIRT LEG, TEE, REDUCER,

REGULATOR AND UNION. MAKE FINAL CONNECTION TO GAS TRAIN.

9. ½" DRAIN FROM TRAP PRIMER MANIFOLD.

10. 1¼" TEMPERED WATER DOWN TO P-707.

11. EMERGENCY THERMOSTATIC MIXING VALVE ASSEMBLY.

12. ¾" DCW DOWN TO HOSE BIBB, P-804, LOCATE 24" A.F.F.

13. 4" FLEXIBLE, PERFORATED POLYETHYLENE DRAIN PIPE WITH SOCK.

14. 4" POLYETHYLENE SNAP TEE.

15. CONNECT PUMPED DISCHARGE LINE TO TOP HALF OF 6" STM

GENERAL NOTES

1. PLUMBING CONTACTOR IS RESPONSIBLE FOR FACILITY NATURAL GAS PIPING

SYSTEM. REFER TO SPECIFICATION SECTION 23 11 23 FOR DESCRIPTION OF

WORK.

Mark: Revision: Date:

D103D103

TLT. - W

D102D102

TLT. - M

B

CA

DHW(130°F)

1"

1"

1/2"

P-102

P-101

FD-D

P-201

1 1/4"

1 1/2"

SA1

SA2

1/2"

1 1/4"1 1/4"

1/2"

1/2"

1/2"

P-402

P-501

1/2"

SA1

SA1

P-402

1/2"

1/2" 1/2"

1/2"

1"

1"

1"

FD-D

P-107

P-108 1/2"

1/2"

D C

W

D H

W (1

°F

1"DHW(130°F)

1"DCW

1/2"

2 1/2"

1 1/2"

2"

SA2

V

4" VENT 4

PD

3"

3"x2" REDUCING ELBOW

(ABOVE CEILING)

SLOPE 1/8"/ FT.

P-612

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

2" 2"4"SAN

PD

3"

1 1/4"

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

2"2"

1/2"

P-107

2"

CO

2"

2"

1 1/2"

2"

B1

PW702

E1

PW702

P-801

3/4"

1/2"1/2"

3"

1/2"1/2"

½" DCW DOWN

TO P-812

2"

1 1/2" 1 1/2"

2"

3"

1 1/2"

1 1/2"

1 1/2"

1 1/2"

1/2"

D110D110

LOUNGE.

D133D133

SOILED.

D131D131

CLEAN.

C108C108

CORR.

E FDC

DHW(130°F)

DCW

FD-D

SA1

P-102

SA1

3"

3"

2 1/2"

2 1/2" 2"

1/2"1/2"

V

3" VENT

P-524

3/4" 2"

SA2

1 1/2"

2 1/2"

2 1/2" 3/4"

3/4"

2"

P-8121/2"1/2"

P-801

3/4"

1 1/2"

(TYP.)

P-107

21/2"

SA2

P-108

2"

3"

P107 1"

2"

1/2"1/2"

(TYP. OF 4)

1 1/4"

SA2

P402

FD-D

FD-D

P-202

3/4"

2"

P-402

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

1"

1 1/2" 1 1/4"

1 1/2"

1"

2"

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

1 1/2"

1 1

V

1 1/2"

1/2" 1/2"

1 1/2"1 1/2"

P-530

TP1

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:5 :1

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PP-402

PLUMBING ENLARGED PLANS 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 2' 4'1'

SCALE: 1/4" = 1'-0"D2

NORTH RESTROOMS

NEW WORK N N

CODED NOTES

1. REFER TO SHEET P201 FOR CONTINUATION.

2. ½" DCW DOWN TO TRAP PRIMER, TP1 ABOVE CEILING. RUN ½" DRAIN

FROM TRAP PRIMER DOWN INSIDE WALL, UNDERSLAB TO INLET OF FLOOR

DRAIN.

3. ½" DRAIN FROM TRAP PRIMER.

4. CONNECT TO EXISTING SANITARY WASTE VENT.

5. FROM FUTURE BUILDOUT OF UPPER FLOORS.

6. 3" VENT FROM SANITARY WASTE SUMP.

7. 4" SANITARY WASTE STACK.

8. 3/8" DCW DOWN TO WALL BOX, MOUNT WALL BOX 12" ABOVE COUNTERTOP.

CONNECT WATER SUPPLY FROM VALVE TO FILTER FROM FILTER TO

AUTOMATIC COFFEE MAKER W/BRAIDED STAINLESS STEEL/FOODSAFE PVC

TUBING, NSF 61 APPROVED.

9. 3" PUMP DISCHARGE LINE DOWN IN WALL.

10. TRANSFORMER; 120V POWER WIRING BY ELECTRICAL CONTRACTOR.

11. ½" FLEX PIPING

N 0' 2' 4'1'

SCALE: 1/4" = 1'-0"D6

SOUTH RESTROOMS

NEW WORK

Mark: Revision: Date:

391996134

969043

872457

391996126

969061

872457

391996134

872457

391996126

872457

D144D144

OIT.

C109C109

CORR

D142D142

COMM.

S103AS103A

EGRESS

D146D146

H/WEIGHT.

D118D118

H/WEIGHT.

D101.9D101.9

KIOSK.

D101.17D101.17

KIOSK.

D101.8D101.8

KIOSK.

D101.16D101.16

KIOSK.

D101.5D101.5

FAM.

WAIT.

D101.12D101.12

WAITING.

D101.15D101.15

WAITING.D101.13D101.13

PAT. ED.

C106C106

CONC.

D101.1D101.1

WHEEL.

CHR.

D101.19D101.19

CHECK-IN

D101.18D101.18

CHECK-IN

D101.11D101.11

CHECK-IN

D101.10D101.10

CHECK-IN

D104D104

HAC.

D101.6D101.6

WELC.

DESK.

D101.7D101.7

SECUR.

D100D100

VEST.

D105D105

STOR.

D102D102

TLT. - M

D103D103

TLT. - W

C110C110

CORR.

D134D134

TEAM

D101.4D101.4

FAM.

WAIT.

D101.2D101.2

FAM.

WAIT.

146A146A

ELEC

S103S103

149149

136136

135135

134134

147A147A148148

D145D145

EXAM.

D120D120

EXAM.

D117D117

EXAM.

D134.1D134.1

TEAMLET.

D101.20D101.20

WAITING.

D101.21D101.21

WAITING.

D106D106

CORR.

S103S103

149149

148148

D106.1D106.1

TEAMLET.

D124D124

EXAM.

D125D125

PROC.

RM.

D125.1D125.1

TLT.

D101.3D101.3

FAM.

WAIT.

D101.14D101.14

PAT. ED.

D138D138

EXAM.

D137D137

EXAM.

D134.4D134.4

TEAMLET.

D134.3D134.3

TEAMLET.

D131D131

CLEAN.

D139D139

EXAM.

D132D132

MEDS.

ALC.

D140D140

TLT.

D133D133

SOILED.

D130D130

EQUIP

ALCOVE

D123D123

TLT.

D122D122

EXAM.

D121D121

EXAM.

D134.2D134.2

TEAMLET.

D141D141

EXAM.

D143D143

EXAM.

D112D112

EXAM.

D111D111

EXAM.

C108C108

CORR.

D128D128

TLT - M

D129D129

TLT - W

D135D135

CONF.

RM

D136D136

CONF.

RM

D106.4D106.4

TEAMLET.

D106.3D106.3

TEAMLET.

D113D113

EXAM.

D108D108

MEDS.

ALC.D114D114

TLT

D106.2D106.2

TEAMLET.

D115D115

EXAM.

D116D116

EXAM.

D134.6D134.6

FLEX

WORK

D106.6D106.6

FLEX

WORK

D106.5D106.5

FLEX

WORK

D134.5D134.5

FLEX

WORK

V A

C

M A

O

V A O

S

AP-1

VC-1

B E F

GDA

x23 x24 x25

V A

C O

M

A

3/4"3/4"

1"

VAC

O2

MA

3/4"3/4"

1"

A1

PQ602

3/4" 1/2"1/2"

NFPA 99

1 2

MA

O2

VAC

SERVICE VALVE

ABOVE CEILING

(LOCKED OPEN)

PLAN

NORTH

D

E

KEY PLAN

CA

X21

X26B

A C GX29

XH

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot th re e qu ar te rs in ch o ne fo ot th re e ei gh th s in ch o ne fo ot on e qu ar te r in ch o ne fo ot

VA FORM 08-6231

97 8654321 on e ha lf in ch o ne fo ot

6"

6"

6"

6"

97 8654321

B

A

C

D

E

F

2015-0217

KORDA KORDA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

ARCHITECT OF RECORD STAMPENGINEERS OF RECORD

A/E:

C:\Local Revit\16-150217-VA Marion - PACT Mech Central DJE.rvt

/1

/2

:4 :4

P

M

Brian Braaksma

Steve Glinsky

Yu Chen

PG-301

MEDICAL GAS PIPING PLAN 610-303 / 269296

03/19/2018

ISSUED FOR

CONSTRUCTION

Project Director

1700 E 38TH ST, MARION, IN 46953

BUILD PRIMARY CARE CLINIC - PACT

FULLY SPRINKLERED

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

ABONMARCHE

750 LINCOIN WAY EAST

SOUTH BEND, IN 46601

574.232.8700

BRAD MOSNESS

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"5E

FIRST FLOOR PLAN

NEW WORK

CODED NOTES

1. CONNECT TO EXISTING MEDICAL GAS PIPING IN THIS APPROXIMATE

LOCATION. NOTE: OXYGEN LINE IS COMING IN FROM BUILDING 138.

2. CONNECT TO EXISTING MEDICAL GAS PIPING UPSTREAM OF

EXISTING ZONE VALVE.

SERVICE VALVE

(ABOVE CEILING)

LOCKED OPEN

Mark: Revision: Date:

BP

M

SPECIALTIES AND MISCELLANEOUS

WALL HYDRANT (FREEZE PROOF)

THROUGH FLOOR AT LEVEL SHOWN

VALVES

BACKFLOW PREVENTER

PLUMBING SYMBOLS LIST

VALVE IN RISER/DROP

CONNECT TO EXISTING

ROOF DRAIN

FLOOR OR AREA DRAIN

SHOCK ABSORBER

YARD HYDRANT

HOSE BIBB

CLEANOUT

VENT THROUGH ROOF (VTR)

UNION

THERMOMETER

PIPE RISE

PIPE DROP

P-TRAP

METER

GAUGE

FLEXIBLE CONNECTION

PIPE SLEEVE

CAPPED PIPE

GAS PRESSURE REGULATOR

STRAINER

SOLENOID VALVE

PRESSURE RELIEF VALVE

PRESSURE REDUCING VALVE

PLUG VALVE

GLOBE VALVE

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

WITH GAUGE TAPPINGS

BALANCING/SHUT-OFF VALVE

FUTURE

(AB)

(R)

(E)

N2O

N2

WAGD

FLOW ARROW

UNDER FLOOR PIPING

EXISTING TO BE ABANDONED

EXISTING TO BE REMOVED

EXISTING TO REMAIN

NITROUS OXIDE

NITROGEN

WASTE GAS DISPOSAL

MV

VC

CA

MA

O2

P

MEDICAL VACUUM

VACUUM CLEANING

COMPRESSED AIR

MEDICAL AIR

MEDICAL OXYGEN

PROPANE

G

FOV

NATURAL GAS

FUEL OIL VENT

FOR

FOS

AV

V

FUEL OIL RETURN

FUEL OIL SUPPLY

ACID VENT

VENT

PD

COMB

IND

HW

AW

PUMPED DISCHARGE

COMBINATION SEWER

INDIRECT WASTE

HOT WASTE

ACID WASTE

STM

SAN

DE

DW

RW

STORM

SANITARY

DEIONIZED WATER

DISTILLED WATER

RAW WATER

DHWR (XXX°F)

TW (XXX°F)

DOMESTIC HOT WATER RETURN (XXX°F)

TEMPERED WATER (XXX°F)

DHW (XXX°F)

SW

DCW

W

DOMESTIC HOT WATER (XXX°F)

SOFT WATER

DOMESTIC COLD WATER

WATER SERVICE

NOTE: ALL SYMBOLS NOT NECESSARILY USED

PIPING

CO

RD

EMERGENCY STORM ESTM

HEAT TRACED PIPE

GATE VALVE

OC

FOR COORDINATION OR REFERENCE

DENOTES ITEM PROVIDED BY

ANOTHER CONTRACTOR, SHOWN

CO2CARBON DIOXIDE

TAG

AS INDICATED

AS PER MFR. STANDARD13

CAST IRON

WHITEACRYLIC

PRE CAST TERRAZZO

STEEL

STAINLESS STEEL 10

M O

U N

T

IN

G

M A

T E

R

IA

L

C O

L O

R

C A

R R

IE

R

DHW

VENT

PIPE CONNECTIONS

DCW

COUNTERTOP

SEMI-RECESSED1

DESCRIPTION

SAN

FLOOR MOUNTED

WALL MOUNTED

PLUMBING FIXTURE SCHEDULE

REMARKS

1"

EXPOSED, HARD - WIRED, SENSOR ACTIVATED, 1.6 GPF, ELONGATED, SIPHON ACTION, BACK

OUTLET JETTED BOWL W/ 2-1/8" FULLY GLAZED TRAPWAY, 15" MOUNTING HEIGHT FROM

FINISHED FLOOR TO TOP OF SEAT, EXTRA HEAVY DUTY PLASTIC TOILET SEAT CONTAINING AN

ANTIMICROBIAL AGENT.

EXPOSED, HARD - WIRED, SENSOR ACTIVATED, 1.6 GPF, ELONGATED, SIPHON ACTION, BACK

OUTLET JETTED BOWL W/ 2-1/8" FULLY GLAZED TRAPWAY, 17" MOUNTING HEIGHT FROM

FINISHED FLOOR TO TOP OF SEAT, EXTRA HEAVY DUTY PLASTIC TOILET SEAT CONTAINING AN

ANTIMICROBIAL AGENT.

3 FULLY RECESSED 6 VITREOUS CHINA FIBERGLASS9 BRASS12 15 CHROME PLATED PROVIDE PER SPECIFICATIONS

TW

P-101

P-102

P-201

P-528

P-612

P-501

P-801

SINK

(SINGLE COMPARTMENT)

(DROP - IN)

ELONGATED 14" RIM FROM FINISHED WALL, WASHOUT FLUSH ACTION, EXTENDED SIDES FOR

PRIVACY. INSTALL W/ RIM 17" ABOVE FINISHED FLOOR; 0.5 GPF, HARD WIRED SENSOR

OPERATED FLUSH VALVE.

SELF-RIMMING TYPE 304 STAINLESS STEEL TOP MOUNT (ASME/ANSI A112.19.3M) DRAIN

PUNCHED CENTERED, SINGLE HOLE PUNCHED FOR FAUCET, FULL COATED INSULATED

UNDERSIDE, 6" DEPTH

FAUCET: RIGID/ SWING GOOSENECK SPOUT, 1.5 GPM LAMINAR FLOW.

THERMOSTATIC MIXING VALVE: BRASS BODY WITH CORROSION - RESISTANT INTERNAL

COMPONENTS. HOT INLET TEMPERATURE TO 180º F, CERTIFIED TO NSF/ ANSI 61 SECTION 8

AND ASSE 1070.

STOP: CHROME - PLATED SOLID BRASS, ½" NPT FEMALE THREAD INLET, NERVY DUTY SPRING

CHECK CARTRIDGE W/ WASHER RATED TO 180º F, LOCK SHIELD CAP AND LOOSE KEY HANDLE

AND CA. FOR VANDAL RESISTANCE.

BARRIER FREE SPLIT LEVEL (RIGHT "LOW", LEFT "HIGH" RECESSED IN-THE-WALL

REFRIGERATION SYSTEM, LEAD-FREE WATERWAYS, DUAL TUBULAR SUPPORTS, TWIN 14"

DIAMETER BOWLS, GALVANIZED STEEL WALL MOUNTING FRAME, BOTTLE FILLER STATION.

CAST BRONZE, FREEZE RESISTANT

REFER TO SPECIFICATION SECTION 22 40 00 "PLUMBING FIXTURES" FOR FURTHER REQUIREMENTS

EXPOSED, HARD - WIRED, SENSOR ACTIVATED, DUAL FLUSH (1.6 / 1.1 GPF), ELONGATED,

SIPHON ACTION, BACK OUTLET JETTED BOWL, 17" MOUNTING HEIGHT FROM FINISHED FLOOR

TO TOP OF SEAT, 2-1/8" FULLY GLAZED TRAPWAY; EXTRA HEAVY DUTY PLASTIC TOILET SEAT

CONTAINING AN ANTIMICROBIAL AGENT.

P-108

P-402

FRONT OVERFLOW, D-SHAPED BOWL, SELF DRAINING DECK AREA W/BACK AND SIDE SPLASH

SHIELDS.

FAUCET: DECK - MOUNTED, SENSOR - OPERATED. 0.5 GPM LAMINAR OUTLET

THERMOSTATIC MIXING VALVE: BRASS BODY WITH CORROSION - RESISTANT INTERNAL

COMPONENTS. HOT INLET TEMPERATURE TO 180º F, CERTIFIED TO NSF/ ANSI 61 SECTION 8

AND ASSE 1070.

STOP: CHROME - PLATED SOLID BRASS, ½" NPT FEMALE THREAD INLET, NERVY DUTY SPRING

CHECK CARTRIDGE W/ WASHER RATED TO 180º F, LOCK SHIELD CAP AND LOOSE KEY HANDLE

AND CAP FOR VANDAL RESISTANCE.

WATER CLOSET

(MENS)

URINAL

MOP SERVICE BASIN

(SERVICE SINK)

ELECTRIC WATER COOLER

WALL HYDRANT

4" 2" - - 1 6 14

1"4" 2" - - 1 6 14

1"4" 2" - - 1 6 14

¾"2" 1½" - - 1 6 14

3/8"1½" 1½" 3/8" - 1 6 14

½"3" 1½" ½" - 2 10 -

½"2" 1½" ½" - 5 7 16

½"2" 1½" - - 1 7 16

¾"- - - 1 - --

WATER CLOSET

(ABA COMPLIANT)

(MENS)

WATER CLOSET

(ABA COMPLIANT)

(WOMENS)

LAVATORY

P-202

URINAL

(ABA COMPLIANT)

¾"2" 1½" - - 1 6 14

EXPOSED, HARD - WIRED, SENSOR ACTIVATED, DUAL FLUSH

(1.6 / 1.1 GPF), ELONGATED, SIPHON ACTION, BACK OUTLET JETTED BOWL W/ 2-1/8" FULLY

GLAZED TRAPWAY, 15" MOUNTING HEIGHT FROM FINISHED FLOOR TO TOP OF SEAT, EXTRA

HEAVY DUTY PLASTIC TOILET SEAT CONTAINING AN ANTIMICROBIAL AGENT.

P-107 1"4" 2" - - 1 6 14WATER CLOSET

(WOMENS)

32" x 32" x 12" HIGH WITH DROP FRONT

ELONGATED 14" RIM FROM FINISHED WALL, WASHOUT FLUSH ACTION, EXTENDED SIDES FOR

PRIVACY. INSTALL W/ RIM 17" ABOVE FINISHED FLOOR; 0.5 GPF, HARD WIRED SENSOR

OPERATED FLUSH VALVE.

P-530 SINK

22" x 19", 5½" DEEP BASIN, SINGLE HOLE PUNCHED

FAUCET: RIGID/ SWING GOOSENECK SPOUT, 1.5 GPN LAMINAR FLOW WITH SELF SUSTAINING

POWER SYSTEM.

THERMOSTATIC MIXING VALVE: BRASS BODY WITH CORROSION - RESISTANT INTERNAL

COMPONENTS. HOT INLET TEMPERATURE TO 180º F, CERTIFIED TO NSF/ ANSI 61 SECTION 8

AND ASSE 1070.

STOP: CHROME - PLATED SOLID BRASS, ½" NPT FEMALE THREAD INLET, NERVY DUTY SPRING

CHECK CARTRIDGE W/ WASHER RATED TO 180º F, LOCK SHIELD CAP AND LOOSE KEY HANDLE

AND CA. FOR VANDAL RESISTANCE.

½"2" 1½" ½" - 1 7 16 -

ACCESORIES

DRAIN SCHEDULE

DESCRIPTIONITEM

NICKEL BRONZE BODY WITH BIRD SCREEN, INSTALL AT

18" ABOVE FINISHED GRADE

ACCESORIES

CLEANOUT SCHEDULE

DESCRIPTIONITEM

ADJUSTABLE CAST IRON WITH THREADED BRONZE PLUG,

NICKEL-BRONZE VANDAL-RESISTANT ROUND SCORIATED

COVER, LINE SIZE

COUNTERSUNK BRONZE PLUG AND VANDAL-RESISTANT

POLISHED CHROME COVER

PRIMARY/SECONDARY IN A COMMON PAN AS SHOWN

WITH SECONDARY FLASHING CLAMP, SUMP RECEIVER,

UNDERDECK CLAMP, CAST IRON DOME.

CAST IRON BODY W/CLAMPING COLLAR, SEEPAGE

OPENING 7" DIA. SATIN FINISH BRONZE STRAINER,

3" BOTTOM OUTLET, 1/2" TRAP PRIMER CONNECTION,

VANDAL-RESISTANT SCREWS.

HEAVY CAST IRON BODY, DOUBLE DRAINAGE PATTERN,

12" SQ., DUCTILE IRON, ½" THICK (MIN.) COVER, 3"

BOTTOM OUTLET, SECONDARY STRAINER, 1/2" TRAP

PRIMER CONN., VANDAL-RESISTANT SCREWS

CAST IRON BODY W/CLAMPING COLLAR, SEEPAGE

OPENING 7" SQ. SATIN FINISH BRONZE STRAINER w/ TILE

FLANGE, 3" BOTTOM OUTLET, 1/2" TRAP PRIMER

CONNECTION, VANDAL-RESISTANT SCREWS.

REFER TO SPECIFICATION SECTION 22 13 00 "FACILITY SANITARY SEWERAGE" FOR

FURTHER REQUIREMENTS

REFER TO SPECIFICATION SECTION 22 13 00 "FACILITY SANITARY SEWERAGE" FOR

FURTHER REQUIREMENTS

CO1 CLEANOUT

CLEANOUT (WALL)WCO

DN1 DOWNSPOUT NOZZLE

FLOOR DRAIN (CARPET,

VINYL, OR BARE

CONCRETE)

FD-D

FLOOR DRAIN (CERAMIC

OR QUARRY TILE)

FD-E FLOOR DRAIN

RD1 ROOF DRAIN

C

B

A

SA3 33 - 60

SA2 12 - 32

SA1 1 - 11

P. D. I. SYMBOLFIXTURE UNITS CONNECTEDITEM

SHOCK ABSORBER SCHEDULE

DSA4 61 - 113

CAST IRON BODY WITH CLAMPING COLLAR, NICKEL

BRONZE FUNNEL/STRAINER AND CLAMPING DEVICE.

FD-C

FLOOR DRAIN (VINYL,

BARE CONCRETE)

12" X 12" X 8" DEEP, 16 GAUGE, W/ NON - TILT LOOSE SET

FULL GRATE W/ ½" SQUARE OPENINGS AND ANTI -

SPLASH STAINLESS STEEL INTERIOR DOME STRAINER.FD-S FLOOR SINK

PLUMBING EQUIPMENT SCHEDULE

DESCRIPTIONTAG

REQ.

ELEC.

REMARKS

STORAGE CAPACITY: 119 GALLONS; 120 PSI MAXIMUM WORKING PRESSURE;

POWER DIRECT-VENT DESIGN USING 4" PVC PIPE FOR HORIZONTAL AND

VERTICAL RUNS: SEAMLESS, GLASS-LINED STEEL TANK ASME CONSTRUCTION

W/ SPIRAL -SHAPED HEAT EXCHANGER PLACED INSIDE THE TANK WHICH

SHALL BE GLASS -LINED ON FLUE GAS SIDE; ELECTRONIC CONTROL W/ LCD

DISPLAY; 5 YEAR WARRANTY AGAINST TANK LEAKS; UL DESIGN CERTIFIED PER

ANSI Z21. 10.3-CSA 4.3, STANDARDS GOVERNING STORAGE TANK WATER

HEATERS; 399.9 MBH INPUT, 379.9 MBH OUTPUT, 460 GPH RECOVERY AT 100 º F

CHANGE IN TEMP. (95% EFFICIENT).

TANK VOLUME: 35 GALLON, ACCEPTANCE VOLUME 34 GALLON

1" NPT SYSTEM CONNECTION , ASME RATED, 50 PSI FACTORY

PRECHARGE.

DWH-1

DWH-2

COMMERCIAL GAS

FIRED STORAGE

WATER HEATER

120V/

1Ø/60HZ

6.2 AMPS

ET1

EXPANSION

TANK

12"X12"X4" DEEP, NEMA 1 WALL MOUNTED, METAL CABINET w/ COVER

PLATE, ¾"NPT INLET, ½" COMPRESSION FITTING OUTLETS, MANIFOLD,

CIRCUIT BREAKER, SWITCH TIMER & UL LISTED SOLENOID VALVE

TPM1,

2 & 3

TRAP PRIMER

MANIFOLD

120V, 3PH,

60HZ, 0.28

AMPS

CONTINUOUS SYSTEM FLOW: 90 GPM

PEAK SYSTEM FLOW: 150 GPM

ONE(1) 30" DIA. X 60" SOFTENER (RESIN) TANK STEEL CONSTRUCTION.

TWO(2) 30" DIA. X 60" BRINE TANK POLYETHYLENE CONSTRUCTION 610 LBS.

SALT STORAGE, DESIGN BASED ON 19 GPG (GRAINS/GALLON) OR OVER 180

PARTS/MILLION, 3" WATER METER

WS1 WATER SOFTENER

120V, 1PH,

60HZ

TP2

AUTOMATIC TRAP PRIMING (ASSE 1018) PRESSURE DROP ACTIVATION, ½" NPTM

CONNECTION.-TRAP PRIMER

SI1

17" X 17" X 17" (HIGH) ACID-RESISTANT COATED (INSIDE AND EXTERIOR) STEEL

CONSTRUCTION. 2" INLET / OUTLET REMOVABLE. GASKETED LID AND

REMOVABLE STAINLESS STEEL. SEDIMENT BASKET; RATED FOR 30 GPM.

SOLIDS

INTERCEPTOR

PUMP SCHEDULE

TAG NUMBER RCP1&2

FUNCTION

PUMP LOCATION RM NO.

MODEL NUMBER

DESIGN BASE MANUFACTURER

TOTAL HEAD (FT.)

FLOW (GPM)

MOTOR (HP)

HERTZ

ELECTRICAL

VOLTS/AMPERAGE (FLA)

RPM

TYPE

DRIVE

PHASE

IMPELLER Ø, INCHES

EFFICIENCY

MECHANICAL SEAL

IMPELLER

END CONNECTIONS

CONSTRUCTION

DHW CIRCULATION

D001

IN-LINE

CLOSE COUPLED

1/6

120/1.9

SINGLE

1,725

1" FLANGED

LEAD FREE BRONZE BODY

SOLIDS HANDLING SIZE -

REMARKS 1. PUMP

SEQUENCING

OPERATION

CONTROL BY BAS.

2. CONTINUOUS

OPERATION (24/7)

RCP3&4

DCW CIRCULATION

D001

IN-LINE

CLOSE COUPLED

1/6

120/1.9

SINGLE

1,725

1" FLANGED

LEAD FREE BRONZE BODY

1. PUMP SEQUENCING

OPERATION

CONTROL BY BAS.

2. CONTINUOUS

OPERATION (24/7)

P-708 EMERGENCY SHOWER &

EYE / FACE WASH STATION

11" DIA. STAINLESS STEEL BOWL, STAINLESS STEEL DUST PROTECTOR, WALL-BRACKET,

SPRAYHEAD ASSEMBLY, STAY OPEN BALL VALVE, PROVIDE EMERGENCY THERMOSTATIC

MIXING VALVE. ASSEMBLY SHALL COMPLY WITH ANSI STANDARD 2358.1

1½"1½" 1½" 1½" 1 7 161½" -

P-804

WALL-MOUNTED, MALE HOSE THREAD ON SPOUT WITH VACUUM BREAKER

HOSE BIBB ¾"- - - 1 - -- -

P-812 4" X 4" X 3½" DEEP. DIMENSIONS OF 7" X 7" INCLUDES WALL FLANGE; TOP INLET; INCLUDE

LEAD FREE QUARTER TURN BALL VALVE.WALL BOX ½"- - - 1 8 14- -

P-524

SINK

TWO - COMPARTMENT

(DROP - IN)

SELF - RIMMING TYPE 304 STAINLESS STEEL TOP MOUNT (ASME/ ANSI A112.19.3M) 33 x 21", 6½"

DEPTH, REAR CENTER DRAIN IN EACH COMPARTMENT THREE HOLE PUNCHED FOR FAUCET;

FULL COATED INSULATED UNDERSIDE

FAUCET: 120°, RESTRICTED, SWING, L - TYPE, 9½" SPOUT, 1.5 GPM LAMINAR OUTLET, VANDAL -

RESISTANT 4" WRISTBLADE HANDLES, CHROME - PLATED FINISH.

3/8"2" 1½" 3/8" - 5 7 16 -

PLUMBING DEMOLITION GENERAL NOTES

1. DEMOLITION WORK SHALL INCLUDE BUT IS NOT LIMITED TO REMOVAL

OF PLUMBING ITEMS SHOWN DASHED OR AS INDICATED BY CODED

PLANS MAY NOT ACCURATELY REPRESENT EXACT LOCATIONS.

CONTRACTOR SHALL PROPERLY LOCATE AND IDENTIFY ALL PIPING

WITHIN WORK AREA AND CONSIDER THIS IN…