36C25018B0816-006.pdf

419 418

C405

423 425

429 430

C402

415 414

S402

410 409

406 405 404 403

431A

403A 402

C401

436A

477B

477A

481 473 472

438A

435A

437B

437A

403B

BUILDING 172

P H

A S

E

P H

A S

E

MATCH LINE

P H

A S

E

NIC

1.

C

E

F

H

I.1

J.1

2 3 4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18

B

A.

4.5 5.1 6.1 7.1

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)SPR

(E)SPR

(E)SPR

(E)3"(E)3" 1

(E)1 1/2" (E)3" 1

(E)6" SP UP

(E)2" DR

DN.

(E)2"

(E)1 1/4"

ELEV. ELEV.

(E)3"(E)3"(E)3"

FFF

(E)SPR

(E)3"1

(E )S

P R

(E)SPR

2 2

2 2 2 2 3

2 2

2 2 2

2 2

(E)SPR

(E)1"

(E)1 1/4"

(E)1"

(E)1 1/2"

(E)1"(E)1"

(E)2"

(E)1 1/2"

(E)1"

(E)1 1/4"

(R)1 1/2"

(E)1 1/2"

(E)1 1/2"

(E)1 1/2" (E)2"

(R)1"

(E)1 1/4"

(E)1"

(E)1 1/4"

(R)1"

(R)1 1/4"

(E)1 1/2"

(E)1 1/2"

(E)1 1/2"

(E)1 1/4"

(R)1 1/4"

(E)1 1/4"

(E)1 1/2"

(E)2"

(R)1"

1"

(E)1 1/4"

(E)1 1/2"

(E)1"

(E)1 1/4"

(E)2"

(E)2"

(E)1 1/2"

(E)1 1/2"

(E)2"

(E)1 1/4"

(E)1"

(E)1 1/2"

(E)1"

(R)1"

(E)1"

(E)1 1/4"

(E)1 1/4"

(E)1 1/2"

BLDG 172-E

(R )S

P R

(E)3"

(E)1"

(E)1 1/4"

(E)1 1/4"

(R)1"(R)1"

(E)1 1/4" (R)1"

(E)1 1/4" (E)1 1/4"

(E)1 1/4"

(E)2"

(E)SPR

(E)3"

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 2

PHASE 1 PHASE 2

PHASE 2

PHASE 1 PHASE 2

N. I. C.

FULLY

SPRINKLERED

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

A3

FX5013

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 1

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

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.r vt

/1

/2

:2

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P

M

FX-104.1

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR FIRE PROTECTION

DEMOLITION PLAN PHASE 1

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 1

DEMOLITION PLAN

CODED NOTES

1. EXISTING SPRINKLER MAIN TO REMAIN.

2. EXISTING SPRINKLER TO BE REMOVED, REMOVE ASSOCIATED PIPING

AS INDICATED.

3. EXISTING SPRINKLER TO REMAIN.

4. EXISTING ZONE VALVE.

FIRE PROTECTION GENERAL NOTES:

1. EXISTING SPRINKLER SYSTEM AND ALL ASSOCIATED

EQUIPMENT SHALL BE MAINTAINED FULLY OPERATIONAL

UNTIL THE NEW EQUIPMENT HAS BEEN TESTED AND

ACCEPTED BY THE VA. THE EXISTING SPRINKLER SYSTEM

AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY

DURING CONSTRUCTION PERIODS IN WHICH THE

SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING

THE WORK SITE EACH DAY, THE CONTRACTOR SHALL

RESTORE THE SPRINKLER SYSTEM TO SERVICE. ALL

AREAS OUTSIDE OF THE PROJECT CONSTRUCTION AREA

SHALL HAVE THEIR EXISTING FIRE PROTECTION

SPRINKLER SYSTEM IN FULL SERVICE PRIOR TO LEAVING

THE WORK SITE EACH DAY OR A FIRE WATCH SHALL BE

ESTABLISHED AT THE CONTRACTOR'S EXPENSE UNTIL THE

SYSTEM IS RETURNED TO FULL COVERAGE, OPERATION ,

ETC. COORDINATE ALL NECESSARY SYSTEM SHUTDOWNS

WITH VA PROPERTY MANAGER.

2. REFER TO SPECIFICATION SECTION 21 13 13 "SPRINKLER

SYSTEMS MODIFICATION" FOR ADDITIONAL DEMOLITION

WORK REQUIREMENTS.

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

477B

477A

470 469

468A 468 467

464 461

459 458 457

446445

443B

449 450 451 452

453454

463 462

442B441440

442A

P H

A S

E

P H

A S

E

MATCH LINE

MATCH LINE

P H

A S

E

P H

A S

E

C

E

F

H

I.1

J.1

19 20 21 22 23.2 24N 25.5 26N 27 28 29

B

A.

24.123.522.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)SPR

(E)3" 1

(E)SPR

F

22.7

(E)SPR

(E)3"1

2 2 2

2 22

1 2 3

2 2

2 2

2 22

2 2

(E)1 1/4"

(E)2"

(E)2" (E)2"

(E)2"

(E)2"(E)2"

(E)2"

(E)1" (E)1"

(E)1 1/2" (E)1"

(E)1" (R)1"

(E)1"

(R)1 1/4"

(R)1 1/2"

(R)1"

(E)2"

(E)3"1

(E)1 1/4"

(E)1 1/4"

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 2

PHASE 1 PHASE 2

PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

A3

FX501

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 2

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

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A M ar io n B ld g

4 t h

F lr

R en o M

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H J

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.r vt

/1

/2

:2

:1

P

M

FX-104.2

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR FIRE PROTECTION

DEMOLITION PLAN PHASE 2

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 2

DEMOLITION PLAN

CODED NOTES

1. EXISTING SPRINKLER MAIN TO REMAIN.

2. EXISTING SPRINKLER TO BE REMOVED, REMOVE ASSOCIATED PIPING

AS INDICATED.

3. EXISTING SPRINKLER TO REMAIN.

4. PHASE 1 STOPS AT THIS POINT.

FIRE PROTECTION GENERAL NOTES:

1. EXISTING SPRINKLER SYSTEM AND ALL ASSOCIATED

EQUIPMENT SHALL BE MAINTAINED FULLY OPERATIONAL

UNTIL THE NEW EQUIPMENT HAS BEEN TESTED AND

ACCEPTED BY THE VA. THE EXISTING SPRINKLER SYSTEM

AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY

DURING CONSTRUCTION PERIODS IN WHICH THE

SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING

THE WORK SITE EACH DAY, THE CONTRACTOR SHALL

RESTORE THE SPRINKLER SYSTEM TO SERVICE. ALL

AREAS OUTSIDE OF THE PROJECT CONSTRUCTION AREA

SHALL HAVE THEIR EXISTING FIRE PROTECTION

SPRINKLER SYSTEM IN FULL SERVICE PRIOR TO LEAVING

THE WORK SITE EACH DAY OR A FIRE WATCH SHALL BE

ESTABLISHED AT THE CONTRACTOR'S EXPENSE UNTIL THE

SYSTEM IS RETURNED TO FULL COVERAGE, OPERATION ,

ETC. COORDINATE ALL NECESSARY SYSTEM SHUTDOWNS

WITH VA PROPERTY MANAGER.

2. REFER TO SPECIFICATION SECTION 21 13 13 "SPRINKLER

SYSTEMS MODIFICATION" FOR ADDITIONAL DEMOLITION

WORK REQUIREMENTS.

Mark: Revision: Date:

UP

DN

EXISTING STAIR

AND PLATFORM

OVER PARAPET

MATCHLINE

EXISTING

WALKING

PADS

EXISTING

SLOPE

EXISTING

SLOPE

E X

IS

T

IN

G

S L O

P E

E X

IS

T

IN

G

S L O

P E

E X

IS

T

IN

G

S L O

P E

EXISTING

SLOPE

EXISTING

SLOPE

E X

IS

T

IN

G

S L O

P E

P1P1

FUTURE

EXISTING

WALKING PADS

P H

A S

E

P H

A S

E

P H

A S

E

1.

C

E

F

H

I.1

J.1

4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17

B

A.

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E )S

P R

(E)3"

(E)4"

(E)3"

(E)SPR

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 1

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

S E

.r vt

/1

/2

:2

:4

P

M

FX-105.1

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

ROOF FIRE PROTECTION

DEMOLITION PLAN PHASE 1

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

ROOF PLAN PHASE 1

DEMOLITION PLAN

CODED NOTES

1. (E)6" STANDPIPE W/ 2½" FIRE HOSE VALVE APPROXIMATELY 4'-0"

ABOVE FINISHED FLOOR.

2. (E)4" SPR FROM BELOW.

3. NO FIRE SUPPRESSION SYSTEM WORK IS REQUIRED IN PENTHOUSE.

FIRE PROTECTION GENERAL NOTES:

1. EXISTING SPRINKLER SYSTEM AND ALL ASSOCIATED

EQUIPMENT SHALL BE MAINTAINED FULLY OPERATIONAL

UNTIL THE NEW EQUIPMENT HAS BEEN TESTED AND

ACCEPTED BY THE VA. THE EXISTING SPRINKLER SYSTEM

AND EQUIPMENT CAN BE TAKEN OUT OF SERVICE ONLY

DURING CONSTRUCTION PERIODS IN WHICH THE

SPRINKLER SYSTEM IS BEING MODIFIED AND THE

CONTRACTOR IS AT THE WORK SITE. PRIOR TO LEAVING

THE WORK SITE EACH DAY, THE CONTRACTOR SHALL

RESTORE THE SPRINKLER SYSTEM TO SERVICE. ALL

AREAS OUTSIDE OF THE PROJECT CONSTRUCTION AREA

SHALL HAVE THEIR EXISTING FIRE PROTECTION

SPRINKLER SYSTEM IN FULL SERVICE PRIOR TO LEAVING

THE WORK SITE EACH DAY OR A FIRE WATCH SHALL BE

ESTABLISHED AT THE CONTRACTOR'S EXPENSE UNTIL ALL

SYSTEM ARE RETURN TO FULL COVERAGE, OPERATION ,

ETC. COORDINATE ALL NECESSARY SYSTEM

SHUTDOWNS WITH VA PROPERTY MANAGER

2. REFER TO SPECIFICATION SECTION 21 13 13 "SPRINKLER

SYSTEM MODIFICATIONS" FOR ADDITIONAL DEMOLITION

WORK REQUIREMENTS.

Mark: Revision: Date:

416416

OIT

415415

ELEC

414414

EQ

477477

ELEC

433433

WAITING

438438

CHECK-IN

KIOSK

436436

W.C. ALC.

439439

CONF.

478478

HAC

481481

STOR. EQ.

490490

CRASH

CART

491491

W.C. ALC.

413413

OFC,

OPTH.

CHIEF

411411

OFC,

OPTH./OPT.

CHIEF

412412

OFC, OPT.

CHIEF

410B410B

EYE PROV.

410C410C

EYE PROV.

410A410A

EYE PROV.

408408

LOUNGE

409409

TLT,

STAFF

407B407B

CLERICAL

407A407A

CLERICAL

479479

RECEP.

489489

SUPP. EQ.

440440

WAITING

434434

RECEP.

435435

EYE WAIT

493493

FITTING

483483

EXAM,

OPTH.

482482

EXAM,

OPT.

485485

EXAM,

OPT.

484484

EXAM,

OPT.

405405

SOIL UTIL.

406406

PHOTO

401401

CLN SUP

487487

PRETEST

480480

PRETEST

431431

INST. CAL.

430430

HEARING

AID FAB.429429

LOUNGE

428428

OFC, AUD.

CHIEF

425425

CERUMEN

MGMT.

417417

EXAM

419419

EXAM

420420

EXAM

426426

TLT, PAT.

432432

REC.

421421

EXAM

TECH.

422B422B

AUDIO

EXAM

423B423B

AUDIO

EXAM

424B424B

AUDIO

EXAM

427427

STOR. EQ.

402402

VISUAL

FIELDS

488488

PRETEST

403403

US / OPT.

COH.

486486

DIL. WAIT

492492

PAT. ED.

404404

STOR. EQ. 400A400A

CORR

400F400F

CORR.

400G400G

CORR.

400A400A

CORR

443443

SHELL

400H400H

CORR.

400I400I

CORR.

422A422A

AUDIO

CONTROL

423A423A

AUDIO

CONTROL

424A424A

AUDIO

CONTROL

441441

TLT

442442

TLT

400J400J

CORR

1.

C

E

F

H

I.1

J.1

2 3 4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18

B

A.

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)SPR

(E)SPR

(E)SPR

(E)SPR

FFF

(E)4" SPR UP

SERVES PENTHOUSE

6 6

6 6

BLDG 172-E

6 6 6

8 8

8 8 8

6 6

6 6 6

(E)1 1/2"

(E)3"

(E)1 1/4"

(E)2"

(E)1 1/4"

(E)1 1/4" (E)1 1/4"

(E)1 1/2"

(E)1 1/2"

(E)2"

1" 1"

1"1"

1"

(E)3"(E)3"

(E)3"

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

N. I. C.

FULLY

SPRINKLERED

1"

1"

1"

1"

1"

1"

1"

1"1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"1"

1"

1"

2 1/2"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1" 1"

1"

1" 1"

1"

1"

1"

1"1"

1"

1"

1"

1"

1"

1"

1"

1"

C

E

F

5N 6N 7N

B

6.1

B.1

D

S P

R

NEW UPRIGHT

SPRINKLER (TYP.)

2½" SPR FROM

BELOW

1"

(TYP.)

1¼"

(TYP.)

1"

(TYP.)

1½"

(TYP.)

2"

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 1

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

S E

.r vt

/1

/2

:2

:4

P

M

FX-204.1

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR & PENTHOUSE FIRE

PROTECTION NEW WORK PH. 1

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 1

NEW WORK PLAN

FIRE PROTECTION GENERAL NOTES

1. THIS AREA OF THE BUILDING ON THIS FLOOR 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. RUN NEW PIPING WITHIN JOIST SPACE. 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. EXTENT OF WORK DESCRIBED WAS PROVIDED FOR

ESTIMATING AND PRICING. 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.

16. FINAL SPRINKLER LOCATIONS AND BRANCH PIPING

CONFIGURATION SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17. VERIFY LOCATIONS OF EXISTING SPRINKLERS TO REMAIN,

SPRINKLER MAIN, AND BRANCH PIPING PRIOR TO FINAL

SYSTEM LAYOUT.

CODED NOTES:

1. ONE (1) HOUR RATED SMOKE BARRIER.

2. ONE (1) HOUR RATED FIRE PARTITION.

3. ORDINARY HAZARD GROUP 1 OCCUPANCY.

4. ORDINARY HAZARD GROUP 2 OCCUPANCY.

5. 2½" SPR UP TO SERVE NEW PENTHOUSE.

6. NEW SPRINKLER.

7. TWO (2) HOUR FIRE RATED WALL.

8. EXISTING SPRINKLER.

9. EXISTING SPRINKLER MAIN TO REMAIN.

10. PROVIDE PRE-FABRICATED FIRE-RATED SLEEVE AND

FIRE-RATED ELASTOMERIC SEAL AT ROOF PENETRATION.

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F1

PENTHOUSE FLOOR PLAN PHASE 1

NEW WORK PLAN

NOTE:

ALTERNATE BID REMOVES PENTHOUSE AND NO FIRE

PROTECTION IS REQUIRED.

Mark: Revision: Date:

477477

ELEC

476476

OIT

459A459A

LAB, GEN.

460A460A

DENTAL

TECH.

460B460B

DENTAL

TECH.

460C460C

DENTAL

TECH.

464464

EQ. MECH.

445445

OFFICE

455455

STOR.,

DENTAL

SUPP.

459D459D

LAB, SHIP/

REC.

453453

SOIL UTIL.

452452

ORAL

SURG.

450450

ORAL

SURG.

448448

CLEAN

465465

HAC

466466

SUB-WAIT

447447

STOR.

STER.

INST.

446A446A

CT

CONTROL

456C456C

WORK,

STF.

DENTIST

458458

OFFICE,

DENTAL

CHIEF

463463

W-LOCKER

462462

M-LOCKER

475475

RECEP. 474474

DTR

473473

DTR

472472

DTR

467467

DTR

471471

DTR

469469

DTR

468468

DTR,

SPECIAL

470470

S/WAITING

444444

OFFICE

461461

LOUNGE

446B446B

CT, CONE

BEAM

400B400B

CORR.

400C400C

CORR.

400E400E

CORR.

451451

SCRUB

443443

SHELL

456B456B

WORK,

STF.

DENTIST

456A456A

WORK,

STF.

DENTIST

400D400D

CORR.

457457

TLT,

STAFF475B475B

TLT, PAT.

475C475C

SUB-WAIT

C

E

F

H

I.1

J.1

18 19 20 21 22 23.2 24N

25.5

26N 27 28 29

B

A.

24.123.522.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)SPR

22.7

6 6

6 6

6 6

6 6

(E)3"(E)3"

(E)1 1/4"

(E)3"

(E)1 1/4"

(E)3"

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

1" 1"

1"

1"

1"

1"

1" 1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"

1" 1"1"

2 1/2"

1"

1"

1"

1"

1"

1"

1"

1"

1"

(E)1" 1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1"

1" 1"

1"

1"1"

C

E

F

23.2

B

24.123.5

B.1

D

22.7

S P

R S

P R

2½" SPR FROM

BELOW

UPRIGHT

SPRINKLER (TYP.)

1¼"

(TYP.)

1"

(TYP.)

1"

(TYP.)

1 1/2"

2"

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 2

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

S E

.r vt

/1

/2

:2

:3

P

M

FX-204.2

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR & PENTHOUSE FIRE

PROTECTION NEW WORK PH 2

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 2

NEW WORK PLAN

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"F1

PENTHOUSE FLOOR PLAN PHASE 2

NEW WORK PLAN

FIRE PROTECTION GENERAL NOTES

1. THIS AREA OF THE BUILDING ON THIS FLOOR 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. RUN NEW PIPING WITHIN JOIST SPACE. 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

ROJECT 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. EXTENT OF WORK DESCRIBED WAS PROVIDED FOR

ESTIMATING AND PRICING. 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.

16. FINAL SPRINKLER LOCATIONS AND BRANCH PIPING

CONFIGURATION SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17. VERIFY LOCATIONS OF EXISTING SPRINKLERS TO REMAIN,

SPRINKLER MAIN, AND BRANCH PIPING PRIOR TO FINAL

SYSTEM LAYOUT.

CODED NOTES:

1. ONE (1) HOUR RATED SMOKE BARRIER.

2. ONE (1) HOUR RATED FIRE PARTITION.

3. ORDINARY HAZARD GROUP 1 OCCUPANCY.

4. ORDINARY HAZARD GROUP 2 OCCUPANCY.

5. 2½" SPR UP TO SERVE NEW PENTHOUSE.

6. NEW SPRINKLER.

7. TWO (2) HOUR FIRE RATED WALL.

8. EXISTING SPRINKLER.

9. EXISTING SPRINKLER MAIN TO REMAIN.

10. PROVIDE PRE-FABRICATED FIRE RATED SLEEVE AND

FIRE-RATED ELASTOMERIC SEAL AT ROOF PENETRATION.

11. PHASE 1 STOPS AT THIS POINT.

NOTE:

ALTERNATE BID REMOVES PENTHOUSE AND NO FIRE

PROTECTION IS REQUIRED.

Mark: Revision: Date:

PS

DC

DC

M

T

A1

DETAIL

WALL PENETRATIONS N.T.S.

A2

DETAIL

SPRINKLER LOCATIONS IN VARIOUS CEILING

TILE TYPES

N.T.S.

A3

DETAIL

RISER DIAGRAM

SHOWN FOR REFERENCE ONLY

N.T.S.4

(E

D

(E

S P

R

PH

(E )S

P R

(E )S

PR

(E )S

PR

(E )S

PR

PIPE THRU 3 HR. MASONRY WALL

PIPE THRU 2 HR. GYP. BD. WALL

EXISTING SPRINKLER

EXISTING SPRINKLER

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 REMOVED

EXISTING TO REMAIN

COMB. SRINKLER & STANDPIPE

SPRINKLER PIPE

COMB. FIRE & WATER SERVICE

STANDPIPE

DRY PIPE

DELUGE

DRAIN

ANTIFREEZE

FIRE MAIN

GLOBE VALVESP

SPECIALTIES

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

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 LOCATIONS.

SEE SKETCHES ABOVE FOR TYPICAL SPRINKLER 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

(E) FLOOR

PENETRATION

(E)2"

(E)2½" FEMALE x MALE

HOSE VALVE (TYP.)

(E)6"

(E) DRAIN VALVE (TYP.)

(E)6"

(E) 4" SPR TO

SERVE PENTHOUSE

FIRE SUPPRESSION

(E)4"

(E)FS

(E)3"

TOP OF RISER

(E) PRESSURE GAUGE

(E)3"

(E)3"

(E)3"

SERVES WEST ZONE

FIRE SUPPRESSION

SYSTEM

SERVES EAST ZONE

FIRE SUPPRESSION

SYSTEM

SERVES CENTRAL ZONE

FIRE SUPPRESSION

SYSTEM

(E) WALL PENETRATION (TYP.)

(E) ZONE VALVE

(E)FS

F

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

S E

.r vt

/1

/2

:2

:0

P

M

FX-501

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FIRE PROTECTION DETAILS &

SYMBOLS LIST

ISSUED FOR

CONSTRUCTION

Mark: Revision: Date:

317A317B

317C 317D

319A

319B

327A

302A 303304

313 312

303A

C305 C302 C302

C

C

C

S302

UP

DN

UP

DN

TRASHTRASH

333A

335A

335B

369370

372A

372B

372C

372D

372E

BUILDING 172

C307

C301

C300

334A

S301

333B

1.

C

E

F

H

I.1

J.1

2 3 4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18

B

A.

4.5

5.1 6.1 7.1

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)3" VENT UP

& (E)4" SAN DN

(R)3"V

(E)1½" VENT UP

& (E) 1½" SAN DN

(E)3" VENT UP

& (E)4" SAN DN

(E)3" VENT UP

& (E)4" SAN DN

(R)3"SAN

(R)3"SAN

(R)3"SAN

(R)3"

(R)2"

(R)4" SAN UP

& (E)4" SAN DN

(R)3"SAN

(R)3"

(R)2"

(E)2" VENT UP

& (E)3" SAN DN

(R)1 1/2"SAN

(E)4" SAN UP

& (E)4" SAN DN

(R)3"SAN

(R)1 1/2"

(R)1 1/2"

(R)2"

(R)3"SAN

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

(R)1 1/2"

(R)1 1/2"

(R)1 1/2"

(R)3"

(R)1 1/2"

(R)3"

(R)1 1/2"SAN

(R)3"SAN

(R)3" (R)3"

(R)1 1/2"

(E)4" VENT

(R)1 1/2"V(R)1 1/2"V

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

(E)1½" V

(E)1½"

VENT UP

5 9

(E)3/4"DHW

(E)3/4"DCW

(R)1/2"DCW

(R)1/2"DHW

(E)1 1/2"V

(R)1/2"DHW

(R)1/2"DCW

(E)1 1/2"V

(E)4"V

(R)3"SAN

(E)V (E)V (E)V

EXISTING WATER RISERS

(R)3"V

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 1

KEY PLAN

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:

2016-0205

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PD-103.1

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

THIRD FLOOR PLUMBING

DEMOLITION PLAN PHASE 1

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

THIRD FLOOR PHASE 1

DEMOLITION PLAN

PLUMBING DEMOLITION GENERAL NOTES:

1. THE ENTIRE PLUMBING SYSTEM SHALL CONFORM TO THE INDIANA

PLUMBING CODE ALONG WITH ALL VA STANDARDS.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO

CUTTING EXISTING WALLS AND FLOOR SLABS. IF EXISTING TO REMAIN

SERVICES ARE CUT/DAMAGED, IT IS THE CONTRACTORS

RESPONSIBILITY TO PATCH AND REPAIR THE SERVICE AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR IS TO REMOVE ALL EXISTING PLUMBING SYSTEMS MADE

OBSOLETE BY NEW CONSTRUCTION: ALL WATER, WASTE AND VENT

PIPING, FIXTURES, TRIM, AND ACCESSORIES. REFERENCE THE

ARCHITECTURAL DEMOLITION AND DOCUMENTS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO BID AND INCLUDE ALL COSTS IN BID.

4. ALL EXISTING SANITARY PIPING TO REMAIN IS TO BE CLEANED AND

RODDED TO ENSURE PROPER FLOW. PIPING SHOWN AS DASHED IS TO

BE REMOVED COMPLETE INCLUDING ALL HANGERS AND SUPPORTS.

5. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF PLUMBING

FIXTURES. EQUIPMENT AND PIPING IN ROOF, WALLS, AND FLOORS IN AN

IMPROVED MANNER AND IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS. PATCH ALL FLOORS, WALLS AND CEILINGS AS

REQUIRED TO MEET FIRE RATING AND TO RECEIVE NEW FINISHES.

6. REFERENCE THE ARCHITECTURAL SPECIFICATIONS AND DRAWINGS

FOR THE WALL CONSTRUCTION TYPES, FIRE RATING INFORMATION,

ASBESTOS ABATEMENT AND ICRA REQUIREMENTS.

7. ALL EXISTING PIPING SHOWN IS FROM EXISTING DRAWINGS AND FIELD

OBSERVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. IF CONDITIONS ARE

DIFFERENT THAN INDICATED, CONTACT COR BEFORE CONTINUING

WORK.

8. ALL DEMOLISHED PIPING AND EQUIPMENT SHALL BECOME PROPERTY

OF THE CONTRACTOR AND SHALL BE DISPOSED OF ACCORDANCE WITH

ALL VAMC REQUIREMENTS AND ENVIRONMENTAL REGULATIONS.

9. ALL WORK ACTIVITIES REQUIRED ON THE 3RD FLOOR SHALL BE

PERFORMED BETWEEN 4:30 PM & 6:00 AM OR ON WEEKENDS. ALL

CEILING TILES REMOVED DURING WORK SHALL BE REINSTALLED PRIOR

TO CONTRACTOR LEAVING THE SITE.

10. ALL EXISTING WATER, WASTE AND VENT PIPING, FITTINGS, HANGERS,

SUPPORTS SHALL BE REMOVED COMPLETELY. CUT & PATCH WALLS,

FLOORS, CEILING TO MATCH EXISTING CONSTRUCTION. HOLES IN FLOOR

SLABS SHALL BE FIRE CAULKED/STOPPED PER RATING.

CODED NOTES:

1. 2½" DCW, 1½" DHW & 1" DHWR FROM BELOW ARE CAPPED OFF 12"

ABOVE FINISHED FLOOR.

2. NOT USED.

3. PLUG SANITARY ABOVE FLOOR.

4. REMOVE SAN TO THIS LOCATION.

5. REMOVE VENT STACK TO A POINT BELOW FOURTH FLOOR AND

PREPARE FOR NEW CONNECTION.

6. PLUG HORIZONTAL CONNECTIONS AT RISER.

7. REMOVE WATER SUPPLIES AT FLOOR AND CAP TO ELIMINATE DEAD

LEGS. PLUG / CAP SAN AT FLOOR.

8. (E)3" SANITARY DOWN. (E)3" VENT UP TO JUST BELOW FOURTH FLOOR.

CUT AND PREPARE FOR REUSE.

9. CAP WATER SUPPLIES ABOVE THIRD FLOOR FIXTURE, REPAIR WALL TO

MATCH EXISTING WALL SURFACE.

10. (E)4" SAN DOWN, 4" VENT UP.

11. (E)1½" VENT TO BE RELOCATED.

12. REMOVE 1½" SAN ABOVE CEILING THAT SERVED DEMOLISHED FIXTURE

ON FOURTH FLOOR TO POINT WHERE IT WILL SERVE AS VENT FOR

THIRD FLOOR FIXTURE.

13. REMOVE WATER SUPPLIES AT FLOOR AND CAP. REMOVE SAN/VENT AT

FLOOR AND PLUG. REPAIR WALL TO MATCH SURROUNDING WALL

SURFACES.

14. REMOVE SAN DOWN TO FIXTURE SUPPORT AND PREPARE FOR NEW

CONNECTION.

LEGEND

(R) EXISTING TO BE REMOVED

(E) EXISTING TO REMAIN

Mark: Revision: Date:

M A T C H L

IN

E

M A T C H L

IN

E

M A T C H L

IN

E

M A T C H L

IN

E

UP

DN

336A

336B

337A

337B

338A

339A

340A

348349

352353354

365A

366A

365C

S303

359a

346A

367A

S301

C

E

F

H

I.1

J.1

19 20 21 22 23.2 24N

25.5

26N 27 28 29

B

A.

24.123.522.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

22.7

(E)4"SAN

(E)4"V

(R)1 1/2"SAN

7 7

(E)4"V

(E)SAN

(R)1 1/2"

(R)2"

(R)3"

(R)3"

(E)2"

(R)1 1/2"

(R)1 1/2"

(R)1 1/2" (R)1 1/2"

(R)2"

(R)SAN

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

(R)1 1/2"

(E)1 1/2"

(R)4"SAN

(R)3"SAN

(R)1 1/2"SAN

(R)4"SAN

(R)2"SAN

(R)2"SAN

(R)4"SAN

(R)1 1/2"(E)1 1/2"

(R)1 1/2"SAN

(R)4"SAN

(E)1/2" DHW8

(E)1/2" DCW

(E)1/2" DHW

(E)1/2" DCW

(E)1/2" DHW

(E)1/2" DCW 8

(R)1/2" DHW

(R)1/2" DCW 8

(E)1/2" DHW

(E)1/2" DCW

(R)1/2" DHW

(R)1/2" DCW8

(E)1/2" DHW

(E)1/2" DCW

(E)1/2" DHW 8

(E)1/2" DCW 8

(E)1/2" DCW 8

(E)1/2" DHW 8

(R)1 1/2"SAN

UP

(E)1 1/2" DN

(E) 4" SAN UP

(E) 4" SAN DN

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 2

KEY PLAN

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:

2016-0205

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PD-103.2

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

THIRD FLOOR PLUMBING

DEMOLITION PLAN PHASE 2

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

THIRD FLOOR PHASE 2

DEMOLITION PLAN

CODED NOTES:

1. (E)1½" SAN UP, (E)1½" SAN DOWN.

2. REMOVE SAN TO THIS POINT.

3. (E)2" SAN DOWN, 1½" VENT UP.

4. (E)1½"VENT UP, (E)1½" SAN DOWN. CUT VENT PIPE ABOVE CEILING AND

PREPARE FOR REUSE.

5. REMOVE SAN TO ABOVE CEILING AND PLUG.

6. PLUG.

7. REMOVE VENT ABOVE CEILING AND PREPARE FOR REUSE.

8. CUT AND CAP DOMESTIC WATER LINE ABOVE THIRD FLOOR FIXTURE SUPPLIES.

REPAIR WALL TO MATCH SURROUNDING WALL SURFACES.

9. REMOVE 1½" SANITARY FROM SINKS ABOVE.

10. (E) 1" GAS.

11. (E) 4" SAN DOWN, 4" SAN UP.

LEGEND

(R) EXISTING TO BE REMOVED

(E) EXISTING TO REMAIN

PLUMBING DEMOLITION GENERAL NOTES:

1. THE ENTIRE PLUMBING SYSTEM SHALL CONFORM TO THE INDIANA

PLUMBING CODE ALONG WITH ALL VA STANDARDS.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO

CUTTING EXISTING WALLS AND FLOOR SLABS. IF EXISTING TO REMAIN

SERVICES ARE CUT/DAMAGED, IT IS THE CONTRACTORS

RESPONSIBILITY TO PATCH AND REPAIR THE SERVICE AT NO

ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR IS TO REMOVE ALL EXISTING PLUMBING SYSTEMS MADE

OBSOLETE BY NEW CONSTRUCTION: ALL WATER, WASTE AND VENT

PIPING, FIXTURES, TRIM, AND ACCESSORIES. REFERENCE THE

ARCHITECTURAL DEMOLITION AND DOCUMENTS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO BID AND INCLUDE ALL COSTS IN BID.

4. ALL EXISTING SANITARY PIPING TO REMAIN IS TO BE CLEANED AND

RODDED TO ENSURE PROPER FLOW. PIPING SHOWN AS DASHED IS TO

BE REMOVED COMPLETE INCLUDING ALL HANGERS AND SUPPORTS.

5. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF PLUMBING

FIXTURES. EQUIPMENT AND PIPING IN ROOF, WALLS, AND FLOORS IN AN

IMPROVED MANNER AND IN ACCORDANCE WITH PLANS AND

SPECIFICATIONS. PATCH ALL FLOORS, WALLS AND CEILINGS AS

REQUIRED TO MEET FIRE RATING AND TO RECEIVE NEW FINISHES.

6. REFERENCE THE ARCHITECTURAL SPECIFICATIONS AND DRAWINGS

FOR THE WALL CONSTRUCTION TYPES, FIRE RATING INFORMATION,

ASBESTOS ABATEMENT AND ICRA REQUIREMENTS.

7. ALL EXISTING PIPING SHOWN IS FROM EXISTING DRAWINGS AND FIELD

OBSERVATIONS. CONTRACTOR SHALL VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK. IF CONDITIONS ARE

DIFFERENT THAN INDICATED, CONTACT COR BEFORE CONTINUING

WORK.

8. ALL DEMOLISHED PIPING AND EQUIPMENT SHALL BECOME PROPERTY

OF THE CONTRACTOR AND SHALL BE DISPOSED OF ACCORDANCE WITH

ALL VAMC REQUIREMENTS AND ENVIRONMENTAL REGULATIONS.

9. ALL WORK ACTIVITIES REQUIRED ON THE 3RD FLOOR SHALL BE

PERFORMED BETWEEN 4:30 PM & 6:00 AM OR ON WEEKENDS. ALL

CEILING TILES REMOVED DURING WORK SHALL BE REINSTALLED PRIOR

TO CONTRACTOR LEAVING THE SITE.

10. ALL EXISTING WATER, WASTE AND VENT PIPING, FITTINGS, HANGERS,

SUPPORTS SHALL BE REMOVED COMPLETELY. CUT & PATCH WALLS,

FLOORS, CEILING TO MATCH EXISTING CONSTRUCTION. HOLES IN FLOOR

SLABS SHALL BE FIRE CAULKED/STOPPED PER RATING.

Mark: Revision: Date:

419 418

C405

423 425

429 430

C402

415 414

S402

410 409

406 405 404 403

431A

403A 402

C401

436A

477B

477A

481 473 472

438A

435A

437B

437A

403B

BUILDING 172

P H

A S

E

P H

A S

E

MATCH LINE

P H

A S

E

NIC

1.

C

E

F

H

I.1

J.1

4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18

B

A.

4.5 5.1 6.1 7.1

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

1 2

4 4

ICE

MACHINE

(E)3" VENT UP TO REMAIN

& (E)4" SAN DN TO REMAIN

(R)1½" VENT UP

& (E) 1½" SAN DN

(R)1 1/2"

(E)2"V

(R)1 1/2"V

(R)4"VTR

(R)4" SAN DN, 4" V UP

(E)2"V

(R)DHWR

(E )V

(R)3"V

(E)4" SAN DN

(E)3" V UP

(E)4"VTR

(R)2"V

(R)DCW

(R)DHW

(R)2"V

(R)4"V

(E)3"V

(E)4"V

(E)4"V

(R)DHWR

(R)DHW

(R)DCW

(R)V

(R)1 1/2"

(R)1 1/2"

(R)TW

(E)V

(R)1 1/2"

(R)1 1/2"

(E)3"VTR

(R) FD

(R) FD

13 13

(E)3"V

(R)1 1/2"V

(R)4"V

3" VENT FROM

BELOW

PHASE 1 PHASE 2PHASE 1 PHASE 2PHASE 1 PHASE 2

N.I.C.

M A

T C

H L

IN

E M

A T

C H

L

IN

E M

A T

C H

L

IN

E

(E)4"V

(R)2"V

(R)1 1/2"V

(R)1 1/2"V

(E)1 1/2" V

(R)1/2"DCW(R)3" VTR

(R)2" VENT

FROM BELOW

(E)V (E)V

(E)V

(R)2"

PLUMBING DEMOLITION GENERAL NOTES:

1. THE ENTIRE PLUMBING SYSTEM SHALL CONFORM TO THE

INDIANA PLUMBING CODE ALONG WITH ALL VA STANDARDS.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

PRIOR TO CUTTING EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT/DAMAGED, IT IS THE

CONTRACTORS RESPONSIBILITY TO PATCH AND REPAIR THE

SERVICE AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR IS TO REMOVE ALL EXISTING PLUMBING SYSTEMS

MADE OBSOLETE BY NEW CONSTRUCTION: ALL WATER, WASTE

AND VENT PIPING, FIXTURES, TRIM, AND ACCESSORIES.

REFERENCE THE ARCHITECTURAL DEMOLITION AND

DOCUMENTS AND FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO BID AND INCLUDE ALL COSTS IN BID.

4. ALL EXISTING SANITARY PIPING TO REMAIN IS TO BE CLEANED

AND RODDED TO ENSURE PROPER FLOW. PIPING SHOWN AS

DASHED IS TO BE REMOVED COMPLETE INCLUDING ALL

HANGERS AND SUPPORTS.

5. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF

PLUMBING FIXTURES. EQUIPMENT AND PIPING IN ROOF, WALLS,

AND FLOORS IN AN IMPROVED MANNER AND IN ACCORDANCE

WITH PLANS AND SPECIFICATIONS. PATCH ALL FLOORS, WALLS

AND CEILINGS AS REQUIRED TO MEET FIRE RATING AND TO

RECEIVE NEW FINISHES.

6. REFERENCE THE ARCHITECTURAL SPECIFICATIONS AND

DRAWINGS FOR THE WALL CONSTRUCTION TYPES, FIRE RATING

INFORMATION, ASBESTOS ABATEMENT AND ICRA

REQUIREMENTS.

7. ALL EXISTING PIPING SHOWN IS FROM EXISTING DRAWINGS AND

FIELD OBSERVATIONS. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO BEGINNING WORK. IF

CONDITIONS ARE DIFFERENT THAN INDICATED, CONTACT COR

BEFORE CONTINUING WORK.

8. ALL DEMOLISHED PIPING AND EQUIPMENT SHALL BECOME

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF

ACCORDANCE WITH ALL VAMC REQUIREMENTS AND

ENVIRONMENTAL REGULATIONS.

9. ALL WORK ACTIVITIES REQUIRED ON THE 3RD FLOOR SHALL BE

PERFORMED BETWEEN 5:00 PM & 6:00 AM OR ON WEEKENDS.

ALL CEILING TILES REMOVED DURING WORK SHALL BE

REINSTALLED PRIOR TO CONTRACTOR LEAVING THE SITE.

10. ALL EXISTING WATER, WASTE AND VENT PIPING, FITTINGS,

HANGERS, SUPPORTS SHALL BE REMOVED COMPLETELY. CUT

& PATCH WALLS, FLOORS, CEILING TO MATCH EXISTING

CONSTRUCTION. HOLES IN FLOOR SLABS SHALL BE FIRE

CAULKED/STOPPED PER RATING.

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 1

KEY PLAN

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:

2016-0205

C :\L

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PD-104.1

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR PLUMBING

DEMOLITION PLAN PHASE 1

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 1

DEMOLITION PLAN

CODED NOTES

1. REMOVE WATER CLOSET AND FLUSH VALVE. REMOVE WATER SUPPLIES AS

INDICATED. REMOVE SANITARY TO POINT INDICATED BELOW FLOOR.

2. REMOVE LAVATORY, FAUCET, FLEXIBLE WATER SUPPLIES AND STOPS.

REMOVE TAILPIECE, TRAP AND WASTE ARM. REMOVE SANITARY TO POINT

INDICATED BELOW FLOOR.

3. REMOVE URINAL AND FLUSH VALVE. REMOVE SANITARY TO POINT

INDICATED BELOW FLOOR.

4. REMOVE SINK, FAUCET, FLEXIBLE WATER SUPPLIES AND STOPS. REMOVE

TAILPIECE, TRAP AND WASTE ARM. REMOVE SANITARY TO POINT

INDICATED BELOW FLOOR. REMOVE WATER SUPPLIES TO POINT INDICATED

BELOW FLOOR.

5. REMOVE FLOOR SINK, FAUCET AND WATER SUPPLIES. REMOVE SANITARY

TO POINT INDICATED BELOW FLOOR.

6. REMOVE BATH, FAUCET AND WATER SUPPLIES AS INDICATED.

7. REMOVE SHOWER, CONTROLS, SHOWER HEAD AND WATER SUPPLIES.

REMOVE SANITARY TO POINT INDICATED BELOW FLOOR.

8. REMOVE ELECTRIC WATER COOLER, TAILPIECE,TRAP AND WASTE ARM.

REMOVE WATER SUPPLIES. REMOVE VENT AND SANITARY AT MAIN TO

ELIMINATE DEAD LEG.

9. ABANDONED WATER SUPPLY RISERS TO BE DEMOLISHED.

10. REMOVE SAN TO THIS POINT.

11. REMOVE CEILING ACCESS PANEL.

12. REMOVE ½" DCW DOWN TO SERVE ICE MACHINE.

13. REMOVE CABINET, TEMPERING VALVE, HOSE BIBB AND SUPPLIES.

14. REMOVE MIXING/TEMPERING VALVE.

15. PLUG SANITARY TEE.

16. REMOVE VENT TO THIS POINT.

17. REMOVE HOSE BIBB AND WATER SUPPLY LINES BACK TO MAIN AND CAP TO

ELIMINATE DEAD LEGS.

18. REMOVE EXISTING WATER SUPPLIES FROM BELOW, CAP BACK AT MAIN OR

AT FIXTURE BELOW TO ELIMINATE DEAD LEGS.

19. REMOVE MEDICAL PROCEDURES CABINET, REMOVE EXISTING WATER

SUPPLIES FROM BELOW, CAP ABOVE THIRD FLOOR CEILING.

20. REMOVE ¾" DCW CONNECTION SERVING WALL HYDRANT IN PENTHOUSE.

21. REMOVE FLOOR DRAIN, PATCH FLOOR TO MATCH SURROUNDING FLOOR

SURFACES.

22. REMOVE WATER SUPPLIES BELOW PENTHOUSE FLOOR AND PREPARE FOR

NEW WATER SUPPLY CONNECTIONS.

23. 4" SAN DOWN, 4" VTR TO REMAIN.

24. REMOVE SANITARY TO JUST BELOW FOURTH FLOOR AND PREPARE FOR

REUSE. THIS PIPE WILL SERVE AS VENT FOR FIXTURES ON THIRD FLOOR.

25. REMOVE ELECTRIC WATER COOLER, TAILPIECE, TRAP AND WASTE ARM.

REMOVE WATER SUPPLY AS INDICATED. PLUG SANITARY AND VENT TEES

MAINTAINING VENTING FOR THIRD FLOOR WATER COOLER.

26. (E) VENT TO BE RELOCATED.

27. REMOVE VENT TO POINT INDICATED BELOW FLOOR.

28. REMOVE DOMESTIC WATER PIPING TO THIS APPROXIMATE LOCATION.

LEGEND

(R) EXISTING TO BE REMOVED

(E) EXISTING TO REMAIN

Mark: Revision: Date:

B

TYPICAL STACK DIAGRAMS

DEMOLITION N.T.S.

(R)SK

(E)1½"

(E)1½"

(R)SK

(E)SK

3" MINIMUM

VENT (TYP.)

(R)SK

(E)1½"

(E)1½"

(E)SK

PLUG

INSIDE

WALL (TYP.)

(E)SK

(R)SK

470 469

468A 468 467

464 461

459 458 457

446445

443B

449 450 451 452

453454

463 462

442B441440

442A

P H

A S

E

P H

A S

E

MATCH LINE

MATCH LINE

P H

A S

E

P H

A S

E

C

E

F

H

I.1

J.1

19 20 21 22 23.2 24N 25.5 26N 27 28 29

B

A.

24.123.522.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(R) FD

22.7

10 9

(R)DHW

(R)DHWR

(R)DCW

(R)DHW

(R)DHWR

(R)2" (R)1"

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

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

4"VTR

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

(R)1 1/2"

(R)1 1/2"

(E)V (R)V

13 1313

(E)V

(R)2"VTR 14

(E)4"VTR

(R)1/2"(R)1/2"

(R)V

(E)4"VTR

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

(E)V

(R )V

(E)3"VTR

(E)4"VTR

(R)2"

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

T C

H L

IN

E M

A T

C H

L

IN

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A T

C H

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IN

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A T

C H

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IN

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A T

C H

L

IN

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A T

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IN

E

(R )V

(E)1 1/2"V(E)1 1/2"V

(E)1 1/2" V

(E)4"V

(E)1 1/2"(E)2"

(E)2"

(E)4" SAN DOWN

(E)4" V FROM BELOW

(R)1/2"(R)1/2"

(E)4V DN

(R)1/2"

(R)1"

(E) 4" V UP

(R)1/2"

(R)1/2"

(R) 1½" V UP

(R) 1½" V UP

(R)V

(E)2"

PLUMBING DEMOLITION GENERAL NOTES:

1. THE ENTIRE PLUMBING SYSTEM SHALL CONFORM TO THE

INDIANA PLUMBING CODE ALONG WITH ALL VA STANDARDS.

2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

PRIOR TO CUTTING EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT/DAMAGED, IT IS THE

CONTRACTORS RESPONSIBILITY TO PATCH AND REPAIR THE

SERVICE AT NO ADDITIONAL COST TO THE OWNER.

3. CONTRACTOR IS TO REMOVE ALL EXISTING PLUMBING SYSTEMS

MADE OBSOLETE BY NEW CONSTRUCTION: ALL WATER, WASTE

AND VENT PIPING, FIXTURES, TRIM, AND ACCESSORIES.

REFERENCE THE ARCHITECTURAL DEMOLITION AND

DOCUMENTS AND FIELD VERIFY ALL EXISTING CONDITIONS

PRIOR TO BID AND INCLUDE ALL COSTS IN BID.

4. ALL EXISTING SANITARY PIPING TO REMAIN IS TO BE CLEANED

AND RODDED TO ENSURE PROPER FLOW. PIPING SHOWN AS

DASHED IS TO BE REMOVED COMPLETE INCLUDING ALL

HANGERS AND SUPPORTS.

5. ALL OPENINGS SHALL BE SEALED AFTER REMOVAL OF

PLUMBING FIXTURES. EQUIPMENT AND PIPING IN ROOF, WALLS,

AND FLOORS IN AN IMPROVED MANNER AND IN ACCORDANCE

WITH PLANS AND SPECIFICATIONS. PATCH ALL FLOORS, WALLS

AND CEILINGS AS REQUIRED TO MEET FIRE RATING AND TO

RECEIVE NEW FINISHES.

6. REFERENCE THE ARCHITECTURAL SPECIFICATIONS AND

DRAWINGS FOR THE WALL CONSTRUCTION TYPES, FIRE RATING

INFORMATION, ASBESTOS ABATEMENT AND ICRA

REQUIREMENTS.

7. ALL EXISTING PIPING SHOWN IS FROM EXISTING DRAWINGS AND

FIELD OBSERVATIONS. CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO BEGINNING WORK. IF

CONDITIONS ARE DIFFERENT THAN INDICATED, CONTACT COR

BEFORE CONTINUING WORK.

8. ALL DEMOLISHED PIPING AND EQUIPMENT SHALL BECOME

PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF

ACCORDANCE WITH ALL VAMC REQUIREMENTS AND

ENVIRONMENTAL REGULATIONS.

9. ALL WORK ACTIVITIES REQUIRED ON THE 3RD FLOOR SHALL BE

PERFORMED BETWEEN 5:00 PM & 6:00 AM OR ON WEEKENDS.

ALL CEILING TILES REMOVED DURING WORK SHALL BE

REINSTALLED PRIOR TO CONTRACTOR LEAVING THE SITE.

10. ALL EXISTING WATER, WASTE AND VENT PIPING, FITTINGS,

HANGERS, SUPPORTS SHALL BE REMOVED COMPLETELY. CUT

& PATCH WALLS, FLOORS, CEILING TO MATCH EXISTING

CONSTRUCTION. HOLES IN FLOOR SLABS SHALL BE FIRE

CAULKED/STOPPED PER RATING.

PROJECT NUMBER:

CHECKED BY:

DESIGNED BY:

1650 WATERMARK DRIVE

COLUMBUS, OHIO 43215

SUITE 200

DRAWN BY:

0 4'-0" 8'-0" 16'-0"

PLAN

NORTH

PHASE 2

KEY PLAN

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:

2016-0205

C :\L

O C

A L

R E

V

IT

\1 6-

-V

A M ar io n B ld g

4 t h

F lr

R en o M

E C

H J

E S

S E

.r vt

/1

/2

:2

:4

P

M

PD-104.2

610-17-101

03/19/2018 W. Phil Stafa C. Jesse Whitehead

Project Director

1700 E. 38TH STREET MARION, IN 46953

VISN 11 MARION B-138: 4TH FLOOR

CONSTRUCTION

SPRINKLERED

HDR ARCHITECTURE, INC.

600 HENNEPIN AVE SUITE 260

MINNEAPOLIS, MN 55403

612.524.6000

TERRY LITTELL SR., RA,

LEED AP

KORDA, INC.

1650 WATERMARK DRIVE, SUITE 200

COLUMBUS, OH 43215

614.487.1650

STAN KMONK

C. Jesse Whitehead

Steve Glinsky

W. Phil Stafa

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

FOURTH FLOOR PLUMBING

DEMOLITION PLAN PHASE 2

ISSUED FOR

CONSTRUCTION

N 0' 4' 8'2'1'

SCALE: 1/8" = 1'-0"E1

FOURTH FLOOR PHASE 2

DEMOLITION PLAN

CODED NOTES

1. REMOVE WATER CLOSET AND FLUSH VALVE. REMOVE WATER

SUPPLIES AS INDICATED. REMOVE SANITARY TO POINT INDICATED

BELOW FLOOR.

2. REMOVE LAVATORY, FAUCET, FLEXIBLE WATER SUPPLIES AND

STOPS. REMOVE TAILPIECE, TRAP AND WASTE ARM. REMOVE

SANITARY TO POINT INDICATED BELOW FLOOR.

3. REMOVE URINAL AND FLUSH VALVE. REMOVE SANITARY TO POINT

INDICATED BELOW FLOOR.

4. REMOVE SINK, FAUCET, FLEXIBLE WATER SUPPLIES AND

STOPS.REMOVE TAILPIECE, TRAP AND WASTE ARM. REMOVE

SANITARY TO POINT INDICATED BELOW FLOOR.

5. REMOVE FLOOR SINK, FAUCET AND WATER SUPPLIES AS INDICATED.

6. REMOVE DRINKING FOUNTAIN, WATER SUPPLY AND SANITARY

WASTE LINE. REMOVE SANITARY TO POINT INDICATED BELOW FLOOR.

7. WATER SUPPLY RISERS TO REMAIN.

8. REMOVE WATER SUPPLIES TO THIS POINT.

9. REMOVE CEILING ACCESS PANEL.

10. REMOVE CABINET, TEMPERING VALVE, HOSE BIBB, SUPPLIES, AND

TEMPERED WATER SUPPLY TO SHOWERS.

11. REMOVE ROUGH-IN PLUMBING AND ACCESS DOOR.

12. REMOVE EXISTING WATER SUPPLIES FROM BELOW. CAP ABOVE THIRD

FLOOR CEILING OR AT FIXTURE BELOW.

13. REMOVE VENT TO THIS POINT.

14. REMOVE 2" VENT THROUGH ROOF (TO BE REPLACED WITH 3" VTR).

15. REMOVE SINK, WATER SUPPLIES, SANITARY WASTE AND VENT PIPING.

16. REMOVE ¾" DCW CONNECTION SERVING WALL HYDRANT IN

PENTHOUSE.

17. EXISTING 1½" LINE TO SERVE AS VENT LINE FOR THIRD FLOOR

PLUMBING FIXTURE. PROVIDE PLUG IN TEE THAT SERVED FOURTH

FLOOR PLUMBING FIXTURE.

18. (E) 4" SAN DN.

LEGEND

(R) EXISTING TO BE REMOVED

(E) EXISTING TO REMAIN

Mark: Revision: Date:

EXISTING STAIR

AND PLATFORM

OVER PARAPET

MATCHLINE

EXISTING

WALKING

PADS

EXISTING

SLOPE

EXISTING

SLOPE

E X

IS

T

IN

G

S L O

P E

E X

IS

T

IN

G

S L O

P E

E X

IS

T

IN

G

S L O

P E

EXISTING

SLOPE

EXISTING

SLOPE

E X

IS

T

IN

G

S L O

P E

P1P1

FUTURE

EXISTING

WALKING PADS

P H

A S

E

P H

A S

E

P H

A S

E

1.

C

E

F

H

I.1

J.1

2 3 4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18

B

A.

4.5 5.1 6.1 7.1

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

(E)1¼" LAB AIR

(E)2" COPPER

EXHAUST

(E)1½" DN.

(E)2"

OUTSIDE AIR

(E)1¼"

MEDICAL AIR

(E)1 1/2"VAC

(E)2"V

(E)FS

(E)3" STM

UP TO RD

(E)1½" DR

(E)MEDICAL

AIR SYSTEM

(E)MEDICAL

VACUUM

SYSTEM

(E)3" V UP

(E)LABORATORY

AIR SYSTEM

(E)3"V

PENTHOUSE

(R)4"V

(E)2"V

(E)3"V

(R)3"V

(E)4"V

(E)4"V

(R)1 1/2"V

(E)4"V(R)4"V

(R)4"V

(E)MSB

(E)3" STM DN

(E)1¼" LA DN

LA DN

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

PHASE 1 PHASE 2

M A

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E…