36C25018B0816-003.pdf

Y3

Y

Y

D1 D1

Y3

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0 8'-0" 16'-0" 32'-0"

PLAN

NORTH

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

C

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:

C 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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-1

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AD-103

THIRD FLOOR DEMOLITION PLAN 610-17-101

03/19/18 MN GB

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1" = 10'-0" F1

THIRD FLOOR DEMOLITION

1. SPECIFICATIONS SHALL GOVERN. ANYTHING MENTIONED IN THE

SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) BEFORE AND/OR DURING CONSTRUCTION.

2. EXISTING PLAN CONFIGURATION & BUILDING INFORMATION HAS BEEN

PROVIDED BY THE GOVERNMENT AND LIMITED FIELD VERICATION WORK AND

BELIEVED TO REFLECT CURRENT CONDITIONS, CONTRACTOR TO CONFIRM

ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI).

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS

FOR INFORMATION (RFI).

4. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

5. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS

TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

7. CONTRACTOR TO MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER

AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST

BE COMPROMISED.

8. COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL

AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR

DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ILSM PLAN.

9. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED

& REMAIN.

10. BOLD DASHED ITEMS ARE THOSE WHICH ARE TO BE REMOVED.

11. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER’S RECOMMENDATIONS.

12. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED, ARE

TO BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

13. LABEL & PACKAGE ALL COMPONENTS OF SALVAGED ITEMS TO BE DELIVERED

TO COR. COORDINATE LABEL & PACKAGE REQUIREMENTS & STORAGE

LOCATION WITH COR.

14. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE

CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE ADJACENT

OCCUPIED SPACES.

15. CONTRACTOR TO COORDINATE ALL UTILITY SYSTEM SHUTDOWN ACTIVITIES

IN ADVANCE WITH THE COR AND MAINTAIN FULL FUNCTIONALITY OF

ADJACENT OCCUPIED SPACES.

16. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND CONSTRUCTION

DEBRIS ON A DAILY BASIS, COORDINATE MEANS, METHODS & ROUTES AND

INFECTION CONTROL PROTOCOLS WITH THE COR.

17. WHERE SELECTIVE DEMOLITION IS REQUIRED ADJACENT TO EXISTING

SURFACES TO REMAIN, PATCH AND REPAIR TO MATCH EXISTING SURFACES

AND FINISHES UNLESS NOTED OTHERWISE.

18. ALL UTILITY SYSTEMS & OTHER COMPONENTS THAT ARE SCHEDULED FOR

DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL

PENETRATIONS AT FLOORS, ROOF, ETC. “DISCONNECT, CAP & ABANDON IN

PLACE” IS NOT ACCEPTABLE – UNLESS SPECIFICALLY NOTED OTHERWISE.

ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENENTRATIONS RESULTING

FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN

ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

19. ALL ASBESTOS CONTAINING MATERIAL IN THE AREA OF CONSTRUCTION

SHALL BE REMOVED IN ACCORDANCE WITH HAZARDOUS MATERIAL

ABATEMENT PLAN. THIS INCLUDES PIPE INSULATION EXPOSED BY REMOVAL

OF CEILING, SOFFITS, AND BULKHEADS AND REMOVAL OF VERTICAL CHASE

WALLS. ALL THERMAL SYSTEMS INSULATION (TSI) AND ASBESTOS DEBRIS

LOCATED ABOVE THE CEILING IN THE CONSTRUCTION AREA SHALL BE

REMOVED BY THE ABATEMENT CONTRACTOR. THE CONTRACTOR SHALL

TAKE APPROPRIATE PRECAUTIONS DURING REMOVAL OF THE EXISTING

CEILING DUE TO THE POTENTIAL TSI AND ASBESTOS DEBRIS ABOVE THE

CEILINGS.

20. REFER TO FLOOR PLANS FOR NEW SINK LOCATIONS. COORDINATE

LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING THRU JOIST OR

HAUNCH.

21. DEMOLISH EXISTING PARAPET CARFULLY SUCH THAT IT IS NOT APPARENT

THAT CONSTRUCTION HAS OCCURED TO INSTALL THE NEW PENTHOUSE.

GENERAL

DEMOLITION NOTES:

1. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA

THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION.

2. COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE

DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY

OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE

RECOMMENDATIONS TO THE CONTRACTING OFFICER

REPRESENTATIVE ON HOW TO PROCEED WITH THE TASK.

3. CONTRACTOR SHALL CONDUCT HIGH NOISE ACTIVITIES IN A

WAY TO ALLOW THE FACILITY TO OPERATE DURING

CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL

TAKE TO MINIMIZE IMPACT INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH

NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED

BETWEEN THE HOURS OF 5:00 PM AND 6:00 AM.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF

MINIMAL IMPACT.

NOISE LEVEL

REGULATION:

KEYNOTES - DEMOLITION

D1 DEMOLISH EXISTING CHUTE TO FIRST SEAM ABOVE THIRD FLOOR SLAB.

PREP FOR INFILL OF FOURTH FLOOR SLAB AT OPENING.

X1 REMOVE CEILING WHERE NEEDED TO COMPLETE PLUMBING DEMO WORK.

X2 REMOVE ACT CEILING WHERE NEEDED TO COMPLETE PLUMBING DEMO

WORK.

Y DEMOLISH EXISTING WALL.

Y3 REMOVE WALL WHERE NEEDED FOR PLUMBING DEMO WORK.

Y4 DEMOLISH EXISTING WALL TO THE EXTENTS NEEDED TO INSTALL NEW

CHASE AS SHOWN.

HATCHED AREAS REPRESENT 6 FEET (3FEET ON BOTH SIDES OF THE PLUMBING)

OF WORK SPACE NEEDED FOR ACCESS DURING PLUMBING ROUTING THROUGH

THE 3RD FLOOR LEVEL CEILING WHICH REQUIRES REMOVAL OF THE CEILING TILE

FOR THE ACCESS.

22.

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

03-19-18

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

470 469

468A 468 467

464 461

459 458 457

446445

443B

449 450 451 452

453454

403B

BUILDING 172

463 462

442B441440

442A

2' -1

2'-1"

2'-1"

P H

A S

E

P H

A S

E

MATCH LINE

MATCH LINE

P H

A S

E

P H

A S

E

NIC

0 8'-0" 16'-0" 32'-0"

PLAN

NORTH

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:2

:1

P

M

AD-104

FOURTH FLOOR DEMOLITION PLAN

- OVERALL

610-17-101

03/19/18 ED MN

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1" = 10'-0" F1

FOURTH FLOOR DEMOLITION

1. SPECIFICATIONS SHALL GOVERN. ANYTHING MENTIONED IN THE

SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) BEFORE AND/OR DURING CONSTRUCTION.

2. EXISTING PLAN CONFIGURATION & BUILDING INFORMATION HAS BEEN

PROVIDED BY THE GOVERNMENT AND LIMITED FIELD VERICATION WORK AND

BELIEVED TO REFLECT CURRENT CONDITIONS, CONTRACTOR TO CONFIRM

ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI).

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS

FOR INFORMATION (RFI).

4. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

5. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS

TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

7. CONTRACTOR TO MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER

AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST

BE COMPROMISED.

8. COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL

AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR

DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ILSM PLAN.

9. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED

& REMAIN.

10. BOLD DASHED ITEMS ARE THOSE WHICH ARE TO BE REMOVED.

11. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER’S RECOMMENDATIONS.

12. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED, ARE

TO BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

13. LABEL & PACKAGE ALL COMPONENTS OF SALVAGED ITEMS TO BE DELIVERED

TO COR. COORDINATE LABEL & PACKAGE REQUIREMENTS & STORAGE

LOCATION WITH COR.

14. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE

CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE ADJACENT

OCCUPIED SPACES.

15. CONTRACTOR TO COORDINATE ALL UTILITY SYSTEM SHUTDOWN ACTIVITIES

IN ADVANCE WITH THE COR AND MAINTAIN FULL FUNCTIONALITY OF

ADJACENT OCCUPIED SPACES.

16. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND CONSTRUCTION

DEBRIS ON A DAILY BASIS, COORDINATE MEANS, METHODS & ROUTES AND

INFECTION CONTROL PROTOCOLS WITH THE COR.

17. WHERE SELECTIVE DEMOLITION IS REQUIRED ADJACENT TO EXISTING

SURFACES TO REMAIN, PATCH AND REPAIR TO MATCH EXISTING SURFACES

AND FINISHES UNLESS NOTED OTHERWISE.

18. ALL UTILITY SYSTEMS & OTHER COMPONENTS THAT ARE SCHEDULED FOR

DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL

PENETRATIONS AT FLOORS, ROOF, ETC. “DISCONNECT, CAP & ABANDON IN

PLACE” IS NOT ACCEPTABLE – UNLESS SPECIFICALLY NOTED OTHERWISE.

ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENENTRATIONS RESULTING

FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN

ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

19. ALL ASBESTOS CONTAINING MATERIAL IN THE AREA OF CONSTRUCTION

SHALL BE REMOVED IN ACCORDANCE WITH HAZARDOUS MATERIAL

ABATEMENT PLAN. THIS INCLUDES PIPE INSULATION EXPOSED BY REMOVAL

OF CEILING, SOFFITS, AND BULKHEADS AND REMOVAL OF VERTICAL CHASE

WALLS. ALL THERMAL SYSTEMS INSULATION (TSI) AND ASBESTOS DEBRIS

LOCATED ABOVE THE CEILING IN THE CONSTRUCTION AREA SHALL BE

REMOVED BY THE ABATEMENT CONTRACTOR. THE CONTRACTOR SHALL

TAKE APPROPRIATE PRECAUTIONS DURING REMOVAL OF THE EXISTING

CEILING DUE TO THE POTENTIAL TSI AND ASBESTOS DEBRIS ABOVE THE

CEILINGS.

20. REFER TO FLOOR PLANS FOR NEW SINK LOCATIONS. COORDINATE

LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING THRU JOIST OR

HAUNCH.

21. DEMOLISH EXISTING PARAPET CARFULLY SUCH THAT IT IS NOT APPARENT

THAT CONSTRUCTION HAS OCCURED TO INSTALL THE NEW PENTHOUSE.

GENERAL

DEMOLITION NOTES:

1. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA

THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION.

2. COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE

DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY

OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE

RECOMMENDATIONS TO THE CONTRACTING OFFICER

REPRESENTATIVE ON HOW TO PROCEED WITH THE TASK.

3. CONTRACTOR SHALL CONDUCT HIGH NOISE ACTIVITIES IN A

WAY TO ALLOW THE FACILITY TO OPERATE DURING

CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL

TAKE TO MINIMIZE IMPACT INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH

NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED

BETWEEN THE HOURS OF 5:00 PM AND 6:00 AM.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF

MINIMAL IMPACT.

NOISE LEVEL

REGULATION:

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

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 19

B

A.

4.5 5.8 6.6 7.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

4.7 7.3

419 418

C405

423 425

429 430

C402

S402

410 409

406 405 404 403

431A

403A

403B

3D

3D

13D

2D

1D

1D

1D

10D

14D

4D

12D

1D

1D 7D

1D

8D

1D

10D

10D

4D

9D

10D

10D 10D

10D

1D

1D

1D

1D

A1

A1

A1

AA

A1 A1A1

A1 A1 AA

A1

A1

AAAA

AA

AA

AA

AA

AA

AAAA

AA AA AA

A1 AA AA

AA

AA A1AAA1

A1

AA

E

E E

E

E

E

E

E E

E

E

E

E E

E E

E

EE

A2 A2 A2

A2

A2 A2 A2 A2 A2

A2

A2 A2 A2

A2

A2

A2

A2 A2 A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

NEW FLOOR

OPENING

NEW FLOOR

OPENING

A2

A2

A2A2

A2

H1

H1

H1

A1 AA AA AA

F

C401

436A

477B

477A

473 472

438A

435A

437B

437A

BUILDING 172

A1 A1

A1

AA

A1

AA AA AA AA

A1

AA

AA

3D

3D

2D

3D3D

3D

4D

3D

3D 3D 1D

4D

4D

4D

4D

11D D

Y1

Y1

Y1

A2

A2

A2 A2 A2 A2

A2

A2

A2

A2 A2A2A2

MATCHLINE

MATCHLINE

NIC

NIC

NIC

T1

T1T1

H1H1

T1T1

3' -7

3'

-9

BB

BB

2'-9" 18'-5"

BB

5' -4

'-2

BBBB

6' -1

1"

6' -8

'-3

P H

A S

E

P H

A S

E

D1

1 3/4"

6'-4 1/2"

1'-8" 2'-7 1/4"

2' -0

2'

-2

1'-4 1/2"

2'-9"

8' -7

/4

4'

-2

/4

F

F

11D

3D

12D

4D 4D

4D

4D

3D

12D

12D

11D

A1

A1

M

M

M

AA

A2

A2 A2

A2

A2 A2

1'-8"

2' -2

/4

NEW OPENING AT

FLOOR: COORDINATE

LOCATION AND SIZE WITH MEP.

SCHEDULE OF EXISTING FINISHES

FINISH NUMBER FLOOR BASE WALL MATERIAL WALL FINISH CEILING

EXISTING FINISHES LEGEND

ACT = ACOUSTIC CEILING MATERIAL

CPT = CARPET

CONC = CONCRETE

FT = CERAMIC FLOOR TILE

GLZ-C = GLAZED BLOCK - CMU

GLZ-T = GLAZED BLOCK - CLAY TILE

GYP BD = GYPSUM BOARD

PLCC = PLASTER COVERED CMU

PLAS = PLASTER

PT = PAINT

RB = RESLIENT BASE

RT = RESLIENT TILE

SV = SHEET VINYL

SVB = SHEET VINYL BASE

TB = TILE BASE

TER = TERRAZZO

VCT = VINYL COMPOSITION TILE

VB = VINYL BASE

WC = VINYL WALL COVERING

WT = WALL TILE

1D VCT VB PLCC/GLZ-C/GYP BD PT ACT

2D VCT VB PLCC PT ACT

3D FT GLZ-T CT/GLZ-C/GLZ-T/PLCC PT PLAS

4D VCT GLZ-C PT ACT

5D VCT TB GYP BD PT ACT

GLZ-C/PLCC

6D FT TB GYP BD PT ACT

7D FT TB WT/PLAS PT PLAS

8D VCT VB PLAS PT PLAS

9D FT TB PLAS PT PLAS

10D VCT TER/VB PLAS/GYP BD PT ACT

11D TER TER/VB PLAS/GYP BD PT ACT

12D FT TB WT/PLAS PT ACT

13D FT GLZ-C PT ACTGLZ/PLCC

14D VCT GLZ-T PT ACTGLZ-T/PLCC

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:2

:2

P

M

AD-104.1

FOURTH FLOOR DEMOLITION PLAN

- PHASE 1

610-17-101

03/19/18 ED MN

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1/8" = 1'-0" F1

FOURTH FLOOR DEMOLITION - PHASE 1

KEYNOTES - DEMOLITION

A1 WINDOW TO BE REMOVED

A2 DEMOLISH FAN COIL UNITS UNDER THE WINDOWS

AA WINDOW TO BE REMOVED AS PART OF ALTERNATE 1

BB PATCH EXISTING WALL WHERE ROOMS/WALLS WERE DEMOLISHED OR NEW

OPENINGS WERE CREATED ALONG AN EXISTING WALL.

D EXISTING ELEVATOR SHAFT TO BE DEMOLISHED. MACHINERY TO REMAIN AT

MECHANICAL PENTHOUSE. CAB TO BE REMOVED. CABLE AND RAILS TO BE

REMOVED FROM 4TH FLOOR AND LOW ENOUGH TO ALLOW INFILL OF FLOOR.

D1 DEMOLISH EXISTING CHUTE TO FIRST SEAM ABOVE THIRD FLOOR SLAB.

PREP FOR INFILL OF FOURTH FLOOR SLAB AT OPENING.

E DEMOLISH HEADWALL AND REMOVE ASSOCIATED MEP CONNECTIONS

F NO WORK THIS AREA

H1 REMOVE EXISTING HANDRAILS

M DEMOLISH EXISTING EXPANSION JOINT COVER ALL SIDES

T1 REMOVE EXISTING DOOR AND FRAME. PREP OPENING FOR NEW DOOR AND

FRAME.

Y1 DEMO EXISTING WALL FINISHES AND PREP FOR NEW FINISHES.

1. SPECIFICATIONS SHALL GOVERN. ANYTHING MENTIONED IN THE

SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) BEFORE AND/OR DURING CONSTRUCTION.

2. EXISTING PLAN CONFIGURATION & BUILDING INFORMATION HAS BEEN

PROVIDED BY THE GOVERNMENT AND LIMITED FIELD VERICATION WORK AND

BELIEVED TO REFLECT CURRENT CONDITIONS, CONTRACTOR TO CONFIRM

ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI).

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS

FOR INFORMATION (RFI).

4. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

5. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS

TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

7. CONTRACTOR TO MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER

AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST

BE COMPROMISED.

8. COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL

AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR

DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ILSM PLAN.

9. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED

& REMAIN.

10. BOLD DASHED ITEMS ARE THOSE WHICH ARE TO BE REMOVED.

11. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER’S RECOMMENDATIONS.

12. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED, ARE

TO BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

13. LABEL & PACKAGE ALL COMPONENTS OF SALVAGED ITEMS TO BE DELIVERED

TO COR. COORDINATE LABEL & PACKAGE REQUIREMENTS & STORAGE

LOCATION WITH COR.

14. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE

CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE ADJACENT

OCCUPIED SPACES.

15. CONTRACTOR TO COORDINATE ALL UTILITY SYSTEM SHUTDOWN ACTIVITIES

IN ADVANCE WITH THE COR AND MAINTAIN FULL FUNCTIONALITY OF

ADJACENT OCCUPIED SPACES.

16. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND CONSTRUCTION

DEBRIS ON A DAILY BASIS, COORDINATE MEANS, METHODS & ROUTES AND

INFECTION CONTROL PROTOCOLS WITH THE COR.

17. WHERE SELECTIVE DEMOLITION IS REQUIRED ADJACENT TO EXISTING

SURFACES TO REMAIN, PATCH AND REPAIR TO MATCH EXISTING SURFACES

AND FINISHES UNLESS NOTED OTHERWISE.

18. ALL UTILITY SYSTEMS & OTHER COMPONENTS THAT ARE SCHEDULED FOR

DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL

PENETRATIONS AT FLOORS, ROOF, ETC. “DISCONNECT, CAP & ABANDON IN

PLACE” IS NOT ACCEPTABLE – UNLESS SPECIFICALLY NOTED OTHERWISE.

ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENENTRATIONS RESULTING

FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN

ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

19. ALL ASBESTOS CONTAINING MATERIAL IN THE AREA OF CONSTRUCTION

SHALL BE REMOVED IN ACCORDANCE WITH HAZARDOUS MATERIAL

ABATEMENT PLAN. THIS INCLUDES PIPE INSULATION EXPOSED BY REMOVAL

OF CEILING, SOFFITS, AND BULKHEADS AND REMOVAL OF VERTICAL CHASE

WALLS. ALL THERMAL SYSTEMS INSULATION (TSI) AND ASBESTOS DEBRIS

LOCATED ABOVE THE CEILING IN THE CONSTRUCTION AREA SHALL BE

REMOVED BY THE ABATEMENT CONTRACTOR. THE CONTRACTOR SHALL

TAKE APPROPRIATE PRECAUTIONS DURING REMOVAL OF THE EXISTING

CEILING DUE TO THE POTENTIAL TSI AND ASBESTOS DEBRIS ABOVE THE

CEILINGS.

20. REFER TO FLOOR PLANS FOR NEW SINK LOCATIONS. COORDINATE

LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING THRU JOIST OR

HAUNCH.

21. DEMOLISH EXISTING PARAPET CARFULLY SUCH THAT IT IS NOT APPARENT

THAT CONSTRUCTION HAS OCCURED TO INSTALL THE NEW PENTHOUSE.

GENERAL

DEMOLITION NOTES:

1. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA

THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION.

2. COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE

DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY

OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE

RECOMMENDATIONS TO THE CONTRACTING OFFICER

REPRESENTATIVE ON HOW TO PROCEED WITH THE TASK.

3. CONTRACTOR SHALL CONDUCT HIGH NOISE ACTIVITIES IN A

WAY TO ALLOW THE FACILITY TO OPERATE DURING

CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL

TAKE TO MINIMIZE IMPACT INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH

NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED

BETWEEN THE HOURS OF 5:00 PM AND 6:00 AM.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF

MINIMAL IMPACT.

NOISE LEVEL

REGULATION:

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

E

F

H

I.1

J.1

18 19 20 21 22 23.2 24N 25.5 26N 27 28 29

B

A.

24.1

23.522.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

22.7

468A 468 467

464 461

459 458 457

446445

443B

449 450 451 452

463 462

442B

441440

442A

3D

3D

1D 1D

1D

2D

2D 7D

3D

3D

9D

3D

4D

4D

1D

10D 10D

10D

1D

2D

12D

2D

12D

10D

10D 10D

10D

10D

A1 A1 A1 A1

B

A1

A1

A1 A1 A1

A1A1A1

A1

A1

A1

3D

2D

3D

1D

AA AA A1

AA

AA

AA AA

AA

AA

A1 AA AA

A1

AAAA

AAAAAA

AA

AA

H1

H1

H1

A2 A2 A2 A2

A2 A2 A2

A2

A2

A2

A2

A2 A2

A2 A2

A2 A2 A2

A2

A2A2A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

A2

V1

H1

E E

EE

E E

E E

E EE

E EE

EE

A2

AA A1

A1

1D

11D

1D

470 469

3D

T1

T1

MATCHLINE

MATCHLINE

NIC

7' -3

2'

-1 1"

BBBB

'-3

'-5

18'-4" 2'-7" 6'-3" 6'-3"

BBBB

BB

'-0

BB

BB

BB

BB

BB

P H

A S

E

P H

A S

E

25.3

25.3

D1

F

6'-0"

2' -4

'-1

1/ 2"

3' -7

2'-0"

NEW

SHAFT

OPENINGS.

M

M

M

4'-4 3/4"

A2

A2A2

A2

SCHEDULE OF EXISTING FINISHES

FINISH NUMBER FLOOR BASE WALL MATERIAL WALL FINISH CEILING

EXISTING FINISHES LEGEND

ACT = ACOUSTIC CEILING MATERIAL

CPT = CARPET

CONC = CONCRETE

FT = CERAMIC FLOOR TILE

GLZ-C = GLAZED BLOCK - CMU

GLZ-T = GLAZED BLOCK - CLAY TILE

GYP BD = GYPSUM BOARD

PLCC = PLASTER COVERED CMU

PLAS = PLASTER

PT = PAINT

RB = RESLIENT BASE

RT = RESLIENT TILE

SV = SHEET VINYL

SVB = SHEET VINYL BASE

TB = TILE BASE

TER = TERRAZZO

VCT = VINYL COMPOSITION TILE

VB = VINYL BASE

WC = VINYL WALL COVERING

WT = WALL TILE

1D VCT VB PLCC/GLZ-C/GYP BD PT ACT

2D VCT VB PLCC PT ACT

3D FT GLZ-T CT/GLZ-C/GLZ-T/PLCC PT PLAS

4D VCT GLZ-C PT ACT

5D VCT TB GYP BD PT ACT

GLZ-C/PLCC

6D FT TB GYP BD PT ACT

7D FT TB WT/PLAS PT PLAS

8D VCT VB PLAS PT PLAS

9D FT TB PLAS PT PLAS

10D VCT TER/VB PLAS/GYP BD PT ACT

11D TER TER/VB PLAS/GYP BD PT ACT

12D FT TB WT/PLAS PT ACT

13D FT GLZ-C PT ACTGLZ/PLCC

14D VCT GLZ-T PT ACTGLZ-T/PLCC

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:2

:2

P

M

AD-104.2

FOURTH FLOOR DEMOLITION PLAN

- PHASE 2

610-17-101

03/19/18 ED MN

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1/8" = 1'-0" F1

FOURTH FLOOR DEMOLITION - PHASE 2

KEYNOTES - DEMOLITION

A1 WINDOW TO BE REMOVED

A2 DEMOLISH FAN COIL UNITS UNDER THE WINDOWS

AA WINDOW TO BE REMOVED AS PART OF ALTERNATE 1

B AT THIS LOCATION, THERE ARE TWO EXISTING CEILINGS, ONE ABOVE THE

VISIBLE CEILING. DEMOLISH BOTH CEILINGS.

BB PATCH EXISTING WALL WHERE ROOMS/WALLS WERE DEMOLISHED OR NEW

OPENINGS WERE CREATED ALONG AN EXISTING WALL.

D1 DEMOLISH EXISTING CHUTE TO FIRST SEAM ABOVE THIRD FLOOR SLAB.

PREP FOR INFILL OF FOURTH FLOOR SLAB AT OPENING.

E DEMOLISH HEADWALL AND REMOVE ASSOCIATED MEP CONNECTIONS

F NO WORK THIS AREA

H1 REMOVE EXISTING HANDRAILS

M DEMOLISH EXISTING EXPANSION JOINT COVER ALL SIDES

T1 REMOVE EXISTING DOOR AND FRAME. PREP OPENING FOR NEW DOOR AND

FRAME.

V1 REMOVE BOTTLE FILLING STATION

1. SPECIFICATIONS SHALL GOVERN. ANYTHING MENTIONED IN THE

SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) BEFORE AND/OR DURING CONSTRUCTION.

2. EXISTING PLAN CONFIGURATION & BUILDING INFORMATION HAS BEEN

PROVIDED BY THE GOVERNMENT AND LIMITED FIELD VERICATION WORK AND

BELIEVED TO REFLECT CURRENT CONDITIONS, CONTRACTOR TO CONFIRM

ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI).

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS

FOR INFORMATION (RFI).

4. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

5. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS

TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

7. CONTRACTOR TO MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER

AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST

BE COMPROMISED.

8. COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL

AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR

DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ILSM PLAN.

9. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED

& REMAIN.

10. BOLD DASHED ITEMS ARE THOSE WHICH ARE TO BE REMOVED.

11. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER’S RECOMMENDATIONS.

12. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED, ARE

TO BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

13. LABEL & PACKAGE ALL COMPONENTS OF SALVAGED ITEMS TO BE DELIVERED

TO COR. COORDINATE LABEL & PACKAGE REQUIREMENTS & STORAGE

LOCATION WITH COR.

14. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE

CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE ADJACENT

OCCUPIED SPACES.

15. CONTRACTOR TO COORDINATE ALL UTILITY SYSTEM SHUTDOWN ACTIVITIES

IN ADVANCE WITH THE COR AND MAINTAIN FULL FUNCTIONALITY OF

ADJACENT OCCUPIED SPACES.

16. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND CONSTRUCTION

DEBRIS ON A DAILY BASIS, COORDINATE MEANS, METHODS & ROUTES AND

INFECTION CONTROL PROTOCOLS WITH THE COR.

17. WHERE SELECTIVE DEMOLITION IS REQUIRED ADJACENT TO EXISTING

SURFACES TO REMAIN, PATCH AND REPAIR TO MATCH EXISTING SURFACES

AND FINISHES UNLESS NOTED OTHERWISE.

18. ALL UTILITY SYSTEMS & OTHER COMPONENTS THAT ARE SCHEDULED FOR

DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL

PENETRATIONS AT FLOORS, ROOF, ETC. “DISCONNECT, CAP & ABANDON IN

PLACE” IS NOT ACCEPTABLE – UNLESS SPECIFICALLY NOTED OTHERWISE.

ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENENTRATIONS RESULTING

FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN

ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

19. ALL ASBESTOS CONTAINING MATERIAL IN THE AREA OF CONSTRUCTION

SHALL BE REMOVED IN ACCORDANCE WITH HAZARDOUS MATERIAL

ABATEMENT PLAN. THIS INCLUDES PIPE INSULATION EXPOSED BY REMOVAL

OF CEILING, SOFFITS, AND BULKHEADS AND REMOVAL OF VERTICAL CHASE

WALLS. ALL THERMAL SYSTEMS INSULATION (TSI) AND ASBESTOS DEBRIS

LOCATED ABOVE THE CEILING IN THE CONSTRUCTION AREA SHALL BE

REMOVED BY THE ABATEMENT CONTRACTOR. THE CONTRACTOR SHALL

TAKE APPROPRIATE PRECAUTIONS DURING REMOVAL OF THE EXISTING

CEILING DUE TO THE POTENTIAL TSI AND ASBESTOS DEBRIS ABOVE THE

CEILINGS.

20. REFER TO FLOOR PLANS FOR NEW SINK LOCATIONS. COORDINATE

LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING THRU JOIST OR

HAUNCH.

21. DEMOLISH EXISTING PARAPET CARFULLY SUCH THAT IT IS NOT APPARENT

THAT CONSTRUCTION HAS OCCURED TO INSTALL THE NEW PENTHOUSE.

GENERAL

DEMOLITION NOTES:

1. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA

THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION.

2. COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE

DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY

OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE

RECOMMENDATIONS TO THE CONTRACTING OFFICER

REPRESENTATIVE ON HOW TO PROCEED WITH THE TASK.

3. CONTRACTOR SHALL CONDUCT HIGH NOISE ACTIVITIES IN A

WAY TO ALLOW THE FACILITY TO OPERATE DURING

CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL

TAKE TO MINIMIZE IMPACT INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH

NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED

BETWEEN THE HOURS OF 5:00 PM AND 6:00 AM.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF

MINIMAL IMPACT.

NOISE LEVEL

REGULATION:

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

UP

DN

1.

1.

C C

E E

F F

H H

I.1 I.1

J.1

J.1

4N

4N

5N 6N 7N 8

23.2 24N

25.5

26N 27

B B

A. A.

24.1

23.522.54.5 5.8 6.6 7.5

B.1 B.1

A.1 A.1

H. H.

C.1 C.1

D D

G G

I.

I.

I.2 I.2

J.2 J.2

4.7 7.3 22.7 25.3

12'-6 1/2" 10'-2" 12'-6 1/2"

9'-5"

EXISTING STAIR

AND PLATFORM

OVER PARAPET

EXISTING STAIR

AND PLATFORM

OVER PARAPET

MATCHLINE

MATCHLINE

EXISTING

WALKING

PADS

EXISTING

SLOPE

EXISTING

SLOPE

12'-6 1/2" 10'-2" 12'-6 1/2"

9'-5" 9'-5"

ERD

ERD

5' -9

/2

9'

-9

'-2

'-3

5' -3

/2

'-9

'-9

ES

ERD

ERD

9'-5"

ERD

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

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

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

P1P1 P2P2

K

K K

L

ER

ER

ERD

L

G G

FUTURE

FUTURE

EV5

EV5EV5

DEF

DEF

EV7EV7

DV

ECD

ER

ERER

ER

ER

ER

ER

ER

EXISTING

WALKING PADS

EV5

EV5

DEFDEF

EV

ER

ER

ERER

ER

ECD

ESES

ERD

ES

ERD

ES

ES

ERD

ES

ERD

ES

ES

ES

ERD

ES

K K

K K

K

L

L

L

L

LL

L

P H

A S

E

P H

A S

E

P H

A S

E

P H

A S

E

ER

ER

EV

EXISTING ROOF DRAIN

ROOF SYMBOL LEGEND

EXISTING ROOF INSULATION

WATER RUNOFF SLOPES

EXISTING EXHAUST FAN

AND ROOF CURB .

EXISTING SCUPPER LOCATION

NEW ROOF INSULATION

WATER RUNOFF SLOPES

EXISTING VENT CAPS

EXISTING VENT

PIPING

0 8'-0" 16'-0" 32'-0"

PLAN

NORTH

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:2

:3

P

M

AD-105

ROOF DEMOLITION PLAN 610-17-101

03/19/18 MN AO

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1" = 10'-0" F1

MAIN ROOF PLAN - DEMO

1. SPECIFICATIONS SHALL GOVERN. ANYTHING MENTIONED IN THE

SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE

DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS SHALL BE OF LIKE

EFFECT AS IF SHOWN OR MENTIONED IN BOTH. REVIEW ALL DRAWINGS AND

SPECIFICATIONS FOR THE COMPLETE SCOPE OF WORK. FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI) BEFORE AND/OR DURING CONSTRUCTION.

2. EXISTING PLAN CONFIGURATION & BUILDING INFORMATION HAS BEEN

PROVIDED BY THE GOVERNMENT AND LIMITED FIELD VERICATION WORK AND

BELIEVED TO REFLECT CURRENT CONDITIONS, CONTRACTOR TO CONFIRM

ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. IF

INCONSISTENCIES, CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI).

3. DO NOT SCALE DRAWINGS, IF DIMENSIONAL INFORMATION IS REQUIRED &

NOT FOUND, FOLLOW PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS

FOR INFORMATION (RFI).

4. CONTRACTOR TO COORDINATE EXTENT OF DEMOLITION WORK REQUIRED

WITH WORK SHOWN ON PROPOSED FLOOR PLANS.

5. PROTECT ALL EXISTING WORK TO REMAIN & REPAIR DAMAGED AREAS TO

MATCH EXISTING ADJACENT SURFACES UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO COORDINATE DEMOLITION ACTIVITIES WITH COR SO AS

TO MAINTAIN FULL FUNCTIONALITY OF ADJACENT OCCUPIED SPACES.

7. CONTRACTOR TO MAINTAIN MEANS OF EGRESS PATHWAYS AT ALL TIMES.

COORDINATE ALTERNATE PROVISIONS AND OBTAIN APPROVAL FROM OWNER

AND AUTHORITY HAVING JURISDICTION IF EXISTING MEANS OF EGRESS MUST

BE COMPROMISED.

8. COORDINATE ALL DEMOLITION/CONSTRUCTION DEBRIS PATH OF TRAVEL

AND INTERIM LIFE SAFETY MEASURES (ILSM) WITH THE COR. ALL INTERIOR

DOORS THAT LEAD TO THE CONSTRUCTION SITE SHALL BE POSTED AS PER

THE ILSM PLAN.

9. HALF-TONED ITEMS INDICATE EXISTING CONSTRUCTION TO BE PROTECTED

& REMAIN.

10. BOLD DASHED ITEMS ARE THOSE WHICH ARE TO BE REMOVED.

11. WHERE EXISTING FINISHES ARE TO BE REMOVED, PATCH & PREPARE

SUBSTRATE TO RECEIVE NEW FINISHES IN ACCORDANCE WITH NEW FINISH

MATERIAL MANUFACTURER’S RECOMMENDATIONS.

12. UTILITIES THAT REMAIN, WITHIN EXISTING WALLS TO BE DEMOLISHED, ARE

TO BE REROUTED AS REQUIRED TO FACILITATE THE NEW PLAN

CONFIGURATION.

13. LABEL & PACKAGE ALL COMPONENTS OF SALVAGED ITEMS TO BE DELIVERED

TO COR. COORDINATE LABEL & PACKAGE REQUIREMENTS & STORAGE

LOCATION WITH COR.

14. CONTRACTOR TO PROVIDE FIRE, SMOKE, DIRT, DUST & NOISE

CONTAINMENT BARRIERS BETWEEN THE WORK AREA & THE ADJACENT

OCCUPIED SPACES.

15. CONTRACTOR TO COORDINATE ALL UTILITY SYSTEM SHUTDOWN ACTIVITIES

IN ADVANCE WITH THE COR AND MAINTAIN FULL FUNCTIONALITY OF

ADJACENT OCCUPIED SPACES.

16. CONTRACTOR TO REMOVE ALL DEMOLITION DEBRIS AND CONSTRUCTION

DEBRIS ON A DAILY BASIS, COORDINATE MEANS, METHODS & ROUTES AND

INFECTION CONTROL PROTOCOLS WITH THE COR.

17. WHERE SELECTIVE DEMOLITION IS REQUIRED ADJACENT TO EXISTING

SURFACES TO REMAIN, PATCH AND REPAIR TO MATCH EXISTING SURFACES

AND FINISHES UNLESS NOTED OTHERWISE.

18. ALL UTILITY SYSTEMS & OTHER COMPONENTS THAT ARE SCHEDULED FOR

DISCONNECTION SHALL BE REMOVED IN THEIR ENTIRETY. APPLIES TO ALL

PENETRATIONS AT FLOORS, ROOF, ETC. “DISCONNECT, CAP & ABANDON IN

PLACE” IS NOT ACCEPTABLE – UNLESS SPECIFICALLY NOTED OTHERWISE.

ANY FIRE RESISTIVE 'MEMBER' OR 'THROUGH' PENENTRATIONS RESULTING

FROM SUCH DEMOLITION WORK SHALL BE FIRESTOPPED OR SEALED IN

ACCORDANCE WITH NFPA FOR THE NECESSARY RATING PROTECTIONS.

19. ALL ASBESTOS CONTAINING MATERIAL IN THE AREA OF CONSTRUCTION

SHALL BE REMOVED IN ACCORDANCE WITH HAZARDOUS MATERIAL

ABATEMENT PLAN. THIS INCLUDES PIPE INSULATION EXPOSED BY REMOVAL

OF CEILING, SOFFITS, AND BULKHEADS AND REMOVAL OF VERTICAL CHASE

WALLS. ALL THERMAL SYSTEMS INSULATION (TSI) AND ASBESTOS DEBRIS

LOCATED ABOVE THE CEILING IN THE CONSTRUCTION AREA SHALL BE

REMOVED BY THE ABATEMENT CONTRACTOR. THE CONTRACTOR SHALL

TAKE APPROPRIATE PRECAUTIONS DURING REMOVAL OF THE EXISTING

CEILING DUE TO THE POTENTIAL TSI AND ASBESTOS DEBRIS ABOVE THE

CEILINGS.

20. REFER TO FLOOR PLANS FOR NEW SINK LOCATIONS. COORDINATE

LOCATION WITH EXISTING STRUCTURE AND AVOID DRILLING THRU JOIST OR

HAUNCH.

21. DEMOLISH EXISTING PARAPET CARFULLY SUCH THAT IT IS NOT APPARENT

THAT CONSTRUCTION HAS OCCURED TO INSTALL THE NEW PENTHOUSE.

GENERAL

DEMOLITION NOTES:

1. CONTRACTOR SHALL MAKE PROVISIONS TO ENSURE

CONSTRUCTION NOISE DOES NOT EXCEED THE OSHA

THRESHOLD IN AREAS ADJACENT TO CONSTRUCTION.

2. COMPLAINTS BY PATIENTS OR EMPLOYEES SHALL BE

DIRECTED TO THE FACILITY SAFETY OFFICE. THE SAFETY

OFFICE SHALL INVESTIGATE THE COMPLAINTS AND MAKE

RECOMMENDATIONS TO THE CONTRACTING OFFICER

REPRESENTATIVE ON HOW TO PROCEED WITH THE TASK.

3. CONTRACTOR SHALL CONDUCT HIGH NOISE ACTIVITIES IN A

WAY TO ALLOW THE FACILITY TO OPERATE DURING

CONSTRUCTION. ACTIONS THAT THE CONTRACTOR SHALL

TAKE TO MINIMIZE IMPACT INCLUDE:

a. NOTIFYING THE COR TWO DAYS PRIOR TO TIME OF HIGH

NOISE PRODUCING ACTIVITIES WHICH ARE TO BE COMPLETED

BETWEEN THE HOURS OF 5:00 PM AND 6:00 AM.

b. SCHEDULING HIGH NOISE ACTIVITIES DURING TIMES OF

MINIMAL IMPACT.

NOISE LEVEL

REGULATION:

KEYNOTES - DEMOLITION

DEF DEMOLISH EXISTING EXHAUST FAN, SEE MECHANICAL

DRAWINGS

DV DEMOLISH EXISTING VENT, SEE PLUMBING DRAWINGS

ECD EXISTING ROOF CAP TO BE DEMOLISHED.

ER EXISTING ROOF CAP

ERD EXISTING ROOF DRAIN TO REMAIN

ES EXISTING SCUPPER TO REMAIN

EV EXISTING VENT SEE PLUMBING DRAWINGS

EV5 EXISTING EXHAUST FAN AND ROOF CURB TO REMAIN

EV7 EXISTING EXHAUST SYSTEM TO REMAIN

G DEMOLISH ROOF MEMBRANE AND INSULATION AS

NEEDED FOR NEW MECHANICAL PENTHOUSE

INSTALLATION. LINE SHOWN IS OUTLINE OF FUTURE

PENTHOUSE. REFER TO SHEET A-105.

K DEMOLISH ENOUGH OF THE EXISTING PARAPET, ROOF

MEMBRANE, INSULATION & CONCRETE WASH TO

ALLOW INSTALLATION OF NEW STRUCTURE FOR NEW

MECHANICAL PENTHOUSE.

L CUT HOLE IN ROOF STRUCTURE FOR NEW

DUCTWORK. COORDINATE WITH MECHANICAL AND

STRUCTURAL DRAWINGS

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

TYPICAL PLUMBING FIXTURE AND TOILET ROOM ACCESSORIES MOUNTING HEIGHTS

TYPICAL WALL PROTECTION MOUNTING HEIGHTS

TYPICAL MISCELLANEOUS WALL MOUNTED EQUIPMENT MOUNTING HEIGHTS

TYPICAL TOILET MOUNTING HEIGHTS & DIMENSIONS

TYPICAL MISCELLANEOUS WALL MOUNTED EQUIPMENT MOUNTING HEIGHTS

1'' BETWEEN CRASH

RAILS AND CORNER

GUARD OR DOOR

FRAME

CORNER GUARD

6" CRASH RAIL

VERIFY W/

OWNER'S

FURNITURE

CHR-1

CHAIRS

(NIC)

RECESSED

F.E. CABINET

(2) COAT HOOKS

ON PLAM STRIP

MARKER BOARD

OR TACK

BOARD, 36" HIGH

OR HIGHER

FULL HEIGHT

TEMPERED

GLASS MIRROR

WITH FRAME

MARKER BOARD

OR TACK BOARD

, LESS THAN 36"

HIGH

SPECIMEN

PASS-THRU

ADA PLAM COAT

HOOK STRIP

WHERE SHOWN

ADA COAT ROD

WHERE SHOWN

COAT ROD

AND SHELF

ADA

AUTOMATIC

DOOR PUSH

PAD (WS)

ROOM SIGNAGE MOUNT

ON LATCH SIDE OF DOOR

ROBE HOOK

TOILET

GRAB BARS

TOILET PAPER HOLDER

TOILET

SANITARY

NAPKIN

DISPOSAL

NC

GRAB BARS

WALL

LAVATORY

PAPER TOWEL

HOLDER

SOAP DISPENSER

MIRROR, CENTER

OVER LAV WHERE

SHOWN

CLINICAL

SINK

DIMENSION TO TOP

OF TABLE IN FOLD-

DOWN POSITION

HORIZONTAL

BABY CHANGING

STATION

URINALSANITARY

NAPKIN

VENDOR

DIMENSION TO

BOTTOM OF

KNEE SPACE

DIMENSION

TO SPOUT

LOW

ELECTRIC

WATER

COOLER

AND

BOTTLE

FILLER

MIN

4'-0"

2' -1

2' -4

2' -9

1' -6

C L

C L

1' -6

1'-0"

MAX.

1'-0"

3'-6"

6" 2'-0"

18"

1' -6

"2' -9

C L

2' -1

0"

MIN.

1'-3"

3' -4

3' -6

4' -0

C L

2' -1

0"

1' -5

" 2' -6

2' -4

3' -0

M A

X R

E A

C H

4' -5

5' -3

V E

R

IF

Y W

Q

' S H

E E

T S

4' -0

C L

7' -0

6' -0

4' -0

4' -0

" 5' -6

3"

4' -0

C L

3' -0

C L

CL CL

CL

C L C L

7"-9"

NOTE:

VERIFY

ACCESSORIES WITH

TOILET SIZE

16" MIN, 18" MAX

CL

CL

DEFIBRILLATOR

CABINET

V E

R

IF

Y W

Q

' S H

E E

T S

2' -3

C L

CARD

READER

(CR)

FIRE HOSE CABINET

(SEE MECH. FOR

SIZE)

C E

N T

E R

O F

H O

S E

C O

N N

E C

T

IO

N

P A

S S

-T H

R U

S U

R F

A C

E

WALL SCONCE

(CENTER OVER SINK,

TYP.)

CUP

DISPENSER

M A

X 4'

-0

2' -1

0" 4"

3' -2

2'

-1 1"

CL

CL

SWING UP GRAB BAR.

9"

18"

3' -0

TOILET

GRAB BARS

6" 2'-0"

18"

1' -6

"2' -9

C L

NOTE:

VERIFY

ACCESSORIES WITH

TOILET SIZE

16" MIN, 18" MAX

CL

2' -1

1"

SWING UP GRAB BAR,

OMIT AT TYP PAT & PUB TLT

TYP STF TLT

4' -0

/2

6"

C L

AUTO PAPER

TOWEL

DISPENSER

3' -6

C E

N T

E R

O F

C

LO

C K

7' -0

CLOCK

C E

N T

E R

O F

A R

T W

O R

K 4'

-6

ARTWORK

SHARP

DISPOSAL

3' -6

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:1

:0

P

M

A-002

TYPICAL MOUNTING HEIGHTS 610-17-101

03/19/18 PEP RG

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

1.

1.

C C

E E

F F

H H

I.1 I.1

J.1

J.1

4N

4N

5N 6N 7N 8

23.2 24N

25.5

26N 27

B B

A. A.

24.1

23.522.54.5 5.8 6.6 7.5

B.1 B.1

A.1 A.1

H. H.

C.1 C.1

D D

G G

I.

I.

I.2 I.2

J.2 J.2

4.7 7.3 22.74.6 7.4 22.6 25.4

A.2 A.2

F.1F.1

25.3

MATCHLINE

MATCHLINE

EXISTING

SLOPE

EXISTING

SLOPE

5' -9

/2

8'

-9

/4

/4

'-2

'-3

5' -3

/2

'-9

/4

'-9

/4

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

PROVIDE

FALL PROTECTION

IN LIEU OF PENTHOUSES

PROVIDE SELF CONTAINED

MECHANICAL UNITS AS NOTED

IN MECHANICAL ALTERNATE

DEFINITION.

CUT OPENINGS IN ROOF

FOR MECHANICAL UNIT.

LOCATE PER MECHANCIAL.

FUTURE OPENINGS FOR SECOND

UNIT NOT REQUIRED.

FUTURE OPENINGS

FOR SECOND

UNIT NOT REQUIRED.

PROVIDE CURBS AS NOTED

BY MECHANICAL. FLASH ROOF

MEMBRANE INTO CURBS PER

MANUFACTURERS DETAILS

IN LIEU OF PENTHOUSES

PROVIDE SELF CONTAINED

MECHANICAL UNITS AS NOTED

IN MECHANICAL ALTERNATE

DEFINITION.

CUT OPENINGS IN ROOF

FOR MECHANICAL UNIT.

LOCATE PER MECHANCIAL.

FUTURE OPENINGS FOR SECOND

UNIT NOT REQUIRED.

FUTURE OPENINGS

FOR SECOND

UNIT NOT REQUIRED.

PROVIDE CURBS AS NOTED

BY MECHANICAL. FLASH ROOF

MEMBRANE INTO CURBS PER

MANUFACTURERS DETAILS

GUARDRAIL ONLY NEEDED

ON SIDE OF ROOF WHERE

MECHANICAL UNIT IS LOCATED

GUARDRAIL ONLY NEEDED

ON SIDE OF ROOF WHERE

MECHANICAL UNIT IS LOCATED

0 8'-0" 16'-0" 32'-0"

PLAN

NORTH

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:1

:0

P

M

A-003

ALTERNATE #2 DEFINITION 610-17-101

03/19/18 Checker Author

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1" = 10'-0"

NEW PENTHOUSE PLAN-ALT2

Mark: Revision: Date:

ISSUED FOR CONSTRUCTION 03/19/2018

E

F

H

I.1

J.1

2 3 4N 5N 6N 7N 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23.2 24N 25.5 26N 27

28 29

B

A.

24.1

23.522.54.5 5.8 6.6 7.5

B.1

A.1

H.

C.1

D

G

I.

I.2

J.2

4.7 7.3 22.74.6 7.4 22.6 25.4

A.2

F.1

25.3

COVER EXISTING CHUTE WITH 2-HOUR

WALL CAP, SEE F9/A-702. PATCH & PREP

FOR FINISHES. INFILL TO MATCH

EXISTING FINISHES WHERE NEEDED.

PATCH & REPAIR CEILING AS NEEDED

AFTER PLUMBING DEMO WORK.

REPLACE DAMAGED TILES AS NEEDED.

PAINT CEILING GRID IF DAMAGED, OR

REPLACE IF NEEDED.

PATCH & REPAIR WALLS

AND CEILINGS AS NEEDED

AFTER PLUMBING DEMO

WORK. PATCH TO MATCH

EXISTING FINISHES.

PATCH & REPAIR CEILING

AS NEEDED AFTER

PLUMBING DEMO WORK.

REPLACE DAMAGED

TILES AS NEEDED. PAINT

OR REPLACE DAMAGED

GRID AS NEEDED.

PATCH & REPAIR CEILING

AS NEEDED AFTER

PLUMBING DEMO WORK.

REPLACE DAMAGED

TILES AS NEEDED. PAINT

OR REPLACE DAMAGED

CEILING GRID AS NEEDED.

PATCH & REPAIR WALL,

REPAIR CEILING GRID AND

REPLACE TILES AS

NEEDED AFTER

PLUMBING DEMO WORK.

REPAIR CEILING GRID AND REPLACE

TILES AS NEEDED AFTER PLUMBING

DEMO WORK.

REPLACE DAMAGED TILES AS

NEEDED. PAINT CEILING GRID IF

DAMAGED OR REPLACE AS NEEDED.

REPAIR CEILING GRID AND

REPLACE TILES AS

NEEDED AFTER

PLUMBING DEMO WORK.

REPLACE DAMAGED TILES

AS NEEDED. PAINT

CEILING GRID IF

DAMAGED.

REPAIR CEILING GRID AND

REPLACE TILES AS NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH EXISTING

FINISHES.

PATCH & REPAIR CEILING AS NEEDED

AFTER PLUMBING DEMO WORK.

REPLACE DAMAGED TILES AS NEEDED.

PAINT OR REPLACE GRID AS NEEDED

REPAIR CEILING GRID AND REPLACE TILES

AS NEEDED AFTER PLUMBING DEMO WORK.

REPLACE DAMAGED TILES AS NEEDED.

PAINT CEILING GRID IF DAMAGED

PATCH & PREP FOR FINISHES.

INFILL TO MATCH EXISTING

FINISHES WHERE NEEDED.

COVER EXISTING CHUTE WITH 2-HOUR

WALL CAP, SEE F9/A-702. PATCH & PREP

FOR FINISHES. INFILL TO MATCH

EXISTING FINISHES WHERE NEEDED.

PATCH & REPAIR WALL AS

NEEDED AFTER PLUMBING

DEMO WORK. PATCH TO

MATCH EXISTING FINISHES

PATCH & REPAIR WALL

AS NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR WALL AS NEEDED

AFTER PLUMBING DEMO WORK.

PATCH TO MATCH EXISTING

FINISHES

PATCH & REPAIR WALL

AS NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR WALL

AND CEILING AS NEEDED AFTER

PLUMBING DEMO WORK. PATCH

TO MATCH EXISTING FINISHES

PATCH & REPAIR WALL

AND CEILING AS NEEDED

AFTER PLUMBING DEMO

WORK. REPLACE DAMAGED

TILES AS NEEDED. PAINT OR

REPLACE DAMAGED GRID AS

NEEDED.

PATCH & REPAIR WALL AS

NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR WALL AS NEEDED

AFTER PLUMBING DEMO WORK.

PATCH TO MATCH EXISTING

FINISHES.

PATCH & REPAIR WALL AS

NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR WALL AS

NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR WALL AS

NEEDED AFTER PLUMBING

DEMO WORK. PATCH TO

MATCH EXISTING FINISHES

PATCH & REPAIR WALL

AS NEEDED AFTER

PLUMBING DEMO WORK.

PATCH TO MATCH

EXISTING FINISHES

PATCH & REPAIR CEILING

AS NEEDED AFTER

PLUMBING DEMO WORK.

REPLACE DAMAGED

TILES AS NEEDED. PAINT

OR REPLACE DAMAGED

CEILING GRID AS NEEDED.

0 8'-0" 16'-0" 32'-0"

PLAN

NORTH

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

C

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:

C 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"

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

C :\r vt \2

6\

8 3

-A

-C E

N T

R A

L_ V

I S N

-1

-4 th F lo or

_ M

IN

E

LS

O N

.r vt

/1

/2

:1

:0

P

M

A-103

THIRD FLOOR PLAN - OVERALL 610-17-101

03/19/18 MN AO

ISSUED FOR

CONSTRUCTION

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

METRIC ENVIRONMENTAL

6971 HILLSDALE COURT

INDIANAPOLIS, IN 46250

1" = 10'-0" F1

THIRD FLOOR OVERALL PLAN

19. STEEL STUD SUPPLIER TO PROVIDE ENGINEERED

DRAWINGS.

18. FEC ON FLOOR PLANS REFERES TO FIRE EXTINGUISHER

CABINET.

17. ALL SMOKE BARRIER WALLS ARE TO EXTENDED FROM

BACK SIDE OF EXTERIOR WALL SHEATHING TO BACK SIDE

OF EXTERIOR WALL SHEATHING OR ANOTHER SMOKE

BARRIER WALL.

16. EXISTING CONSTRUCTION TO REMAIN SUCH AS EXTERIOR

WALLS AND COLUMN ENCLOSERES ARE TO BE PATCHED AS

REQUIRED TO MATCH ADJACENT NEW CONSTUCTION AND

RECEIVE NEW FINISHES.

15. ALL EXISTING HOLES THROUGH FLOOR AND RECESSED

PORTION OF EXISTING FLOOR TO BE FILLED AND PATCHED

AS REQIRED TO ACHIEVE LEVEL NEW FLOOR.

CONSTRUCTION AS REQUIRED TO MAINTAIN FLOOR...

14. WHEN WALL PARTITIONS OF DIFFERENT FIRE RATINGS

INTERSECT, THE HIGHTEST RATED PARTITION TAKES

PRECEDENT (SEE DETAIL C8/A-702). MAINTAIN RATING

BEHIND FIRE EXTINGUISHER CABINET, ETC. SEE DETAIL

D4/A-702 FOR ADDITIONAL INFORMATION.

13. EXISTING CONSTRUCTION TO REMAIN SUCH AS EXTERIOR

WALLS AND COLUMN ENCLOSERES ARE TO BE PATCHED AS

REQUIRED TO MATCH ADJACENT NEW CONSTUCTION AND

RECEIVE NEW FINISHES.

12. HIGHER RATED FIRE WALLS TAKE PRECEDENCE OVER

LOWER RATED WALLS & ARE TO CONTINUE THROUGH ALL

SUCH INTERSECTIONS.

11. ALL NON-LOAD BEARING INTERIOR WALLS ARE TYPE “A”

UNLESS NOTED OTHERWISE.

10. REFER TO MEP DRAWINGS FOR ADDITIONAL MEP SPECIFIC

INFORMATION.

9. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL

STRUCTURAL SPECIFIC INFORMATION.

8.