18912 Columbus VA Chiller Plant Revision Final BC Revised - Drawings - Part-4.pdf

ASPHALT

GRAVEL

ASPHALT

BENCH

BENCH

PIV

K

SC

K

K

K

WV

S

S

WV

WV

WV

S

WV

WV

S

S

S

S

A-301

A-3013

A-301

A-4055

EXISTING STORM LINE

EXISTING STORM LINE

RAISED MANHOLE, FIELD VERIFY

PRIOR TO CONSTRUCTION

EXISTING BOILER

PLANT

EXISTING SURGERY

CENTER ADDITION

EXISTING SURGERY

CENTER

NEW GENERATOR AND

CONCRETE PAD

EXISTING GENERATOR

AND CONCRETE PAD

E X

IS

T

IN

G S

T O

R M

L

IN

E

CHILLER PLANT

ADDITION

EXISTING

DETENTION BASIN

WASHINGTON

W A S H

IN

G

T O

N

OUTLINE OF EXISTING

CHAIN LINKED FENCE

EXISTING

OXYGEN

STORAGE

A-202

A-404

NEW LANDSCAPE ISLAND,

SEE CIVIL DRAWINGS

51'-3" (+/-)

EXISTING

HANDICAPP ACCESS

EXISTING LANDSCAPE ISLAND

EXISTING FIRE HYDRANT

OUTLINE OF EXISTING

CHAIN LINKED FENCE

EXISTING LIGHT

POLE, (TYP.)

RELOCATED WEATHER STATION, COORDINATE

WITH COR PRIOR TO RELOCATION

A-1014

1. EXISTING SITE CONDITIONS WERE PROVIDED BY THE COLUMBUS VA, PREPARED BY

(GUIDON DESIGN, 905 N. CAPITOL AVENUE, SUITE 100, INDIANAPOLIS, INDIANA 46204).

2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF

WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS INDICATED ON THE DRAWINGS

CONFLICT WITH ACTUAL, CONTACT ARCHITECT FOR CLARIFICATION BEFORE

PROCEEDING WITH THE WORK.

3. UTILITY LINE LOCATIONS INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC AND

APPROXIMATE. LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK. EACH CONTRACTOR WORKING NEAR ANY UTILITY LINE,

WHICH MAY OR MAY NOT BE INDICATED ON THE DRAWINGS SHALL BE RESPONSIBLE

FOR LOCATING AND PROTECTING UTILITIES WHICH ARE IN THE AREA OF WORK.

4. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED.

5. ALL DIMENSIONS TO FACE OF BUILDING EXTERIOR WALLS UNLESS OTHERWISE NOTED.

6. NEW FINISH ELEVATIONS AND FINISHED CONTOURS ARE FOR CONTROL ONLY, THE

PROFILES FORMED SHALL BE SMOOTH AND CONTINUOUS.

7. WHEN TWO GRADES OF OPPOSITE SLOPE MEET, A 50'-0" (MIN.) VERTICAL CURVE SHALL

BE FORMED TO BLEND GRADES TOGETHER INTO A SMOOTH CONTINUOUS CURVE.

8. NEW FINISHED GRADES SHALL MEET AND MATCH EXISTING SITE GRADES AT EXISTING

ROADS, PAVEMENT, BUILDING AND PARKING LOTS.

9. EXISTING MANHOLES, GAS VALVES, WATER VALVES, OR OTHER UTILITY BOXES WITHIN

LIMITS OF NEW WORK SHALL BE ADJUSTED TO GRADE AT ELEVATION INDICATED.

10. AREAS NOT PAVED SHALL HAVE SUBGRADES 4" (MIN.) BELOW PROPOSED FINISH

ELEVATIONS INDICATED. SEE DETAILS FOR SUBGRADE DEPTHS AT PAVED AREAS.

11. CONCRETE PAVEMENT, WALKS, AND CURBS SHALL BE STAKED AND APPROVED BY

ARCHITECT PRIOR TO STARTING CONCRETE WORK.

12. SCORE CONCRETE WALKS AND/OR PAVEMENT AS INDICATED ON DRAWINGS. PROVIDE

AND INSTALL 1/2" PREMOLDED EXPANSION JOINT AT 25'-0" O.C. (MAX.) AND WHERE

WALKS ABUT EXISTING OR NEW CONCRETE PAVEMENT, AS WELL AS AROUND EXISTING

OR NEW STRUCTURES, WALLS, AND COLUMNS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

R

V A

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P la n t R e v is io n

C e n tr a l_ jd c h o

.r v t

/5

/2

:0

:3

A

M

A-200

ARCHITECTURAL SITE PLAN CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1" = 20'-0"A-200

1 ARCHITECTURAL SITE PLAN

SITE GENERAL NOTES

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022

UP

V F

D

VFDVFD

V F

D

653.1

E.3

C.3

B.8

B.5

B.2

EC-114

CHILLER PLANT

A

A.2

B

B.4

C

D

E

F

G

1.8

2.6 2.7 3 4

A-301

A-3013

114D

A

114B

C

F.E.C.

A-401

A-302

A-302

MASONRY OUT TO OUT

34'-5" (V.I.F.)

A-302

A-302

A-302

A-302

A-402

A-401

M A

S O

N R

Y O

U T

T O

O U

T

M.O.

4'-0" 3'-8"

CORRIDOR

EXISTING

AREA N.I.C.

A-403

A-403

D.4

A-402

EXP. JT.

1 1/2"

SIM.

5'-8 3/8" (+/-) V.I.F.

4'-8"

1'-4"

V.I.F.

4'-8"

A-403

2'-0" 26'-0" 24'-2" 2'-3"

MASONRY OUT TO OUT

54'-5"

2'-3"

4'-0" 2'-3" 1'-9"

12'-0" (M.O.) 12'-8"

/2

1'-6"

7'-3" 16'-7"

4'-3"6

7'-3"

7'-3" 17'-0"

3'-3"

5'-6"

CL

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

HOUSEKEEPING PAD, SEE

STRUCT. DWGS. (TYP.)

HOUSEKEEPING

PAD, SEE STRUCT.

DWGS. (TYP.)

FROST SLAB, SEE

STRUCT. DWGS.

114E

16'-7"

16'-7"

7'-3"

NEW CONCRETE PAVEMENT AND

CURB, SEE TO CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION

A-404

F.F.E. 795'-0" = 0'-0"

(AT MAIN HOSPITAL)

HOUSEKEEPING

PAD 'F'

6'-0"

1'-6"

"1

CHILLED WATER LINE PIT

EXISTING

EMERGENCY

GENERATOR

NEW

EMERGENCY

GENERATOR

EXISTING

ELECTRICAL BOX

A-201

3'-11 5/8"

EC-115

EXISTING CONTROL

ROOM

EC-116

EXISTING BOILER

ROOM

EXISTING

MANAGER'S

OFFICEEXISTING

BREAK ROOM

EXISTING

JANITORS

CLOSET

EXISTING

TELE/DATA

ROOM

EXISTING

TOILET /

SHOWER

EXISTING

ELECTRICAL

ROOM

EXISTING

STORAGE

EXISTING

ELECTRICAL ROOM

EXISTING

STORAGE

EXISTING

STAIR 'A'

1'-9"

3'-6"HOUSEKEEPING PAD, SEE

STRUCT. DWGS. (TYP.)

1. VERIFY THE EXISTING BUILDING FLOOR ELEVATION PRIOR TO START OF WORK.

2. ALL EXTERIOR DIMENSIONS TO FACE OF CONCRETE WALL, FACE OF MASONRY, OR FACE OF EXISTING WALL UNLESS NOTED OTHERWISE.

3. ALL MASONRY OPENING DIMENSIONS ARE NOMINAL (NOM.) UNLESS OTHERWISE NOTED .

4. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF CONCRETE BLOCK, FACE OF GYPSUM WALL BOARD, OR FACE OF EXISTING WALL UNLESS

OTHERWISE NOTED.

5. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING WITH WORK.

6. NO ATTEMPT HAS BEEN MADE TO SHOW SECTIONS CUTS OR DETAIL DESIGNATORS AT ALL LOCATIONS WHERE SIMILAR CONDITIONS OCCUR.

7. SECTIONS AND DETAILS ARE TYPICAL FOR ALL LOCATIONS AT WHICH SIMILAR CONDITIONS OCCUR UNLESS NOTED AS APPLICABLE TO A

SPECIFIC LOCATION ONLY.

8. ALL METAL STUDS SHALL BE 3 5/8" ACTUAL UNLESS OTHERWISE NOTED. BRACE AS REQUIRED FOR LATERAL SUPPORT.

9. WALL THICKNESS INDICATED ON FLOOR PLANS SHALL BE CONSTANT FOR THE ENTIRE LENGTH OF WALL, UNLESS OTHERWISE NOTED.

10. ALL FIRE RATED ASSEMBLIES SHALL EXTEND CONTINOUSLY FROM FLOOR TO STRUCTURE ABOVE WITH OPENINGS AROUND STRUCTURE, HVAC, PLUMBING, ETC. FIRESTOPPED. PROVIDE FIRESTOPPING WITHIN 24 HOURS OF PENETRATION.

11. PROVIDE BEHIND WALL REINFORCING FOR ATTACHMENT OF MILLWORK, CASEWORK, ACCESSORIES, ETC.

12. NEW OPENINGS FOR MECHANICAL WORK SHALL BE EITHER CORE DRILLED OR POWER SAWED, NO JACKHAMMERING.

13. P&M DENOTES "PATCH TO MATCH EXISTING CONSTRUCTION AND FINISHES". ALL PATCHING OF EXISTING MATERIAL SHALL BE DONE WITH THE

MATERIALS AND WORKMANSHIP MATCHING ADJACENT SURFACES.

14. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS REQUIRING CUTTING AND PATCHING DUE TO MECHANICAL AND/OR ELECTRICAL WORK.

15. PATCH AND LEVEL FOR NEW FLOORING AT AREAS WHERE EXISTING FLOORING HAS BEEN REMOVED.

16. PATCH AND MATCH EXISTING WALL, FLOOR, AND CEILING SURFACES FOR NEW FINISHES AT AREAS WHERE EXISTING WALLS, DOORS, FRAMES, CASEWORK, COUNTERS, LOCKERS, ETC HAVE BEEN REMOVED OR SURFACES CUT FOR INSTALLATION OF SERVICES, EQUIPMENT, ETC.

17. PROVIDE BULLNOSE UNITS AT ALL EXPOSED OUTSIDE CORNERS OF INTERIOR CONCRETE UNIT MASONRY WALLS AND COLUMNS.

18. ALL CONCRETE MASONRY UNIT WALLS EXTEND FROM FLOOR TO STRUCTURE ABOVE.

19. WHERE ROOM FINISH SCHEDULE INDICATES CERAMIC TILE OR SPECIAL COATING, GYPSUM BOARD SHALL BE MOISTURE RESISTANT.

20. ALL GYPSUM BOARD ON EXTERIOR WALLS SHALL BE FOIL BACKED AND EXTEND TO THE UNDERSIDE OF STRUCTURE ABOVE.

21. ALL MECHANICAL AND PLUMBING EQUIPMENT AND FIXTURES SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LOCATION WITH

MECHANICAL AND PLUMBING DRAWINGS.

22. VERIFY CONCRETE HOUSEKEEPING PAD DIMENSIONS WITH APPROVED OR RELOCATED EQUIPMENT PRIOR TO CONSTRUCTION OF PADS.

653.1

E.3

C.3

B.8

C

D

E

D.4

HOUSEKEEPING PAD, SEE

STRUCT. DWGS. (TYP.)

HOUSEKEEPING

PAD 'A'

HK PAD 'B'

HOUSEKEEPING

PAD 'E'

HK PAD 'B'

HK PAD 'B'

HK PAD 'C'

HK PAD 'C'

HK PAD 'C'

HOUSEKEEPING

PAD 'A'

HOUSEKEEPING

PAD 'A'

HOUSEKEEPING

PAD 'A'

HK PAD 'C'

HOUSEKEEPING

PAD 'E'

HK PAD 'B'

HOUSEKEEPING

PAD 'D'

5'-0" 15'-0" 6'-0" 16'-6"

10'-0"

/2 " E

Q E

Q E

Q E

Q

CL

CL

CL

CL

16'-6"

21'-2"

/4

/4

4'-0"

7'-0"

E Q

E Q

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

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:3

A

M

A-201

FIRST FLOOR PLAN AND DETAILS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-201

1 FIRST FLOOR PLAN

FLOOR PLAN GENERAL NOTES

SCALE: 3/16" = 1'-0"A-201

2 ENLARGED HOUSEKEEPING PAD

Revisions: Date:

V F

D

VFDVFD

V F

D

V F

D

VFDVFD

V F

D

653.1

E.3

C.3

B.8

B.5

B.2

A

A.2

B

B.4

C

D

E

F

G

1.8

2 2.6 2.7 3 4

A-3013

A-401

A-302

A-302

A-302

A-302

A-302

A-302

A-402

A-401

D.4

EC-114

CHILLER PLANT

CORRIDOR

EXISTING

AREA N.I.C.

A-402

SIM.

2'-0" 26'-0" 24'-2" 2'-3"

/8

34'-8"

2 COMP. SINK, SEE

PLUMB. DWGS.

EMERGENCY SHOWER /

EYE WASH STATION, SEE

PLUMB. DWGS.

EMERGENCY SHOWER /

EYE WASH STATION, SEE

PLUMB. DWGS.

CH-4

CH-3

CH-2

CH-1

SSF-1

P-1

P-2

P-3

P-4

ET-1

AS-1

TP-1

TP-2

TP-3

TP-4

EXPANSION

TANKS (TYP.)

RELOCATED AIR COMPRESSOR & NEW

CONCRETE HOUSEKEEPING PAD. FIELD

VERIFY COMPRESSOR DIMENSIONS

PRIOR TO FORMING CONCRETE PAD.

653.1

E.3

F

G

V.I.F.

5'-0" V.I.F.

1'-10 5/8" (+/-)

RAISE MANHOLE FLUSH TO

CONCRETE PAD, SEE CIVIL AND

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

EXISTING

GENERATOR AND

CONCRTE PAD

NEW GENERATOR

AND CONCRTE PAD,

SEE CIVIL, STRUCT.

AND ELECT. DWGS.

EXISTING

STORM LINES

NEW BOLLARDS, SEE CIVIL

DWGS. FOR ADDITIONAL

INFORMATION

NEW BOLLARDSEXISTING BOLLARDS

EXISTING IN-GRADE ELECTRICAL BOX,

SEE ELECT. DWGS. FOR ADDITIONAL

INFORMATION. VERIFY UNDERGROUND

CONDUIT LOCATION.

M A

X

MAX

4'-0"

CL

1'-6"

CL

26'-7 1/2" (+/-)

ALIGN WITH EAST SIDE OF BUILDING

27'-10 1/2" (+/-)

V .I

.F

/4

ALIGN

EDGE OF

DETENTION POND

/8

T O

F A

C E

O F

C M

U

T O

F A

C E

O F

C M

U

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

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A

M

A-202

FIRST FLOOR EQUIPMENT PLAN CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-202

1 FIRST FLOOR EQUIPMENT PLAN

SCALE: 1/8" = 1'-0"A-202

2 EMERGENCY GENERATOR PAD PLAN

Revisions: Date:

653.1

E.3

C.3

B.8

B.5

B.2

A

A.2

B

B.4

C

D

E

F

G

1.8

2 2.6 2.7 3 4

A-301

A-3013

A-301

D.4

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

J

J

K

K

L

L

7.37.3

4.3

4.3

4.9

4.9

6.2

6.2

3.83.8

0.1

0.1

0.2 0.2

0.5 0.5

0.8 0.8

0.9

0.9

A.2

A.2

A.1

A.1

A.8

A.8

0.7

0.7

0.3

0.3

A.00

A.00

XC

XC

XD

XD

A-4055

EXIST. RTU 15

EXIST.

RTU 12

EXIST. RTU 8

EXIST.

RTU 10

EXIST.

RTU 7

EXIST.

RTU 6

EXIST.

RTU 11

EXIST. ACH 2

EXIST. ACH 1

EXIST.

RTU 13

EXISTING

EXHAUST FANS

EXIST.

CU 3

EXIST.

CU 2

EXIST.

EF 5

EXIST.

EF 7

EXIST.

EF 5

EXIST. CU 15

EXIST.

EF 6

EXIST.

EF 6

EXIST. RTU 9

CHILLED WATER LINE ROUTING, SEE

STRUCTURAL, MECHANICAL AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

AND PIPE SUPPORT LOCATIONS

EXISTING BOILER

PLANT

EXISTING SURGERY

CENTER ADDITION

EXISTING SURGERY

CENTER

CHILLER PLANT

ADDITION

EXISTING MECHANICAL ROOM

PRE-MANUFACTURED ROOFTOP PLATFORM LADDER

WITH RAILING. FIELD VERIFY HEIGHT AND LENGTH,

COORDINATE LOCATION WITH COR AND PIPING

SUPPORTS. TIE-DOWN AS REQUIRED PER MANUF.

30'-0" (+/-)

CHILLED WATER LINE ROUTING, SEE

STRUCTURAL, MECHANICAL AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

AND PIPE SUPPORT LOCATIONS

PIPE SUPPORT, SEE MECH.

& STRUCT. DRWGS. (TYP.)

A-1014

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

R

V A

C o lu m b u s C h ill e r

P la n t R e v is io n

C e n tr a l_ jd c h o

.r v t

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:0

:0

A

M

A-203

OVERALL ROOF PLAN CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/16" = 1'-0"A-203

1 OVERALL ROOF PLAN

Revisions: Date:

UP UP

UP

UP

653.1

E.3

C.3

B.8

B.5

B.2

A

A.2

B

B.4

C

D

E

F

G

1.8

2 2.6 2.7 3 4

A-301

A-3013

A-401

A-302

A-302

A-302

A-302

A-302

A-302

A-402

A-401

R.D.

O.D.

R.D.

O.D.

R.D.

O.D.

EXISTING AREA N.I.C.

EXISTING AREA N.I.C.

S L O

P E

/4

P

E R

F O

O T

EIFS (MIN. R9.5ci)

EIFS (MIN. R9.5ci)

EIFS (MIN. R9.5ci)

A-601

METAL COPING TO

MATCH EXISTING

D.4

MIN. R30 SBS

ROOFING SYSTEM

+5 3/8"

+0

+0

+0

+4 7/8"

+5"

S L O

P E

/4

P

E R

F O

O T

+1 5/8"

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4"

PER FOOT

SLOPE 1/4"

PER FOOT

+7 3/4" +5 1/2"

+5 1/2"

+5 1/2"

+7 3/4"

+2 3/4"

SLOPE 1/4"

PER FOOT

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4"

PER FOOT

SLOPE 1/4"

PER FOOT

2'-0"

2'-0"

2'-0"

NOTE:

COOLING TOWER, PLATFORM AND

PLATFORM STAIR REMOVED FOR CLARITY

DAVIT CRANE

OUTLINE OF COOLING

TOWER PLATFORM

R.D.,O.D., & PAN, SEE

PLUMB. DWGS. (TYP.)

A-402

SIM.

A-403

1. PROTECT EXISTING ROOFS, AND STRUCTURES AS REQUIRED FOR NEW

WORK.

2. TEMPORARY GUARD RAILS REQUIRED.

3. SLOPE ROOF TO DRAINS (1/4" PER FT. MINIMUM TO MATCH EXISTING ROOF

SLOPE).

4. VERIFY ALL CONDITIONS AND DIMENSIONS.

5. COORDINATE ROOF REPLACEMENT WITH MECHANICAL, ELECTRICAL,

PLUMBING, STRUCTURAL, ETC. CONTRACTOR.

653.1

E.3

C.3

B.8

B.5

B.2

B

B.4

C

D

E

2.6 2.7 3 4

A-401

A-302

A-302

A-402

A-601

A-401

D.4

EXISTING AREA N.I.C.

EXISTING AREA N.I.C.

A-601 4

15'-1 3/4" 8'-10 1/4" 6'-0"

/8

1'-9" 2'-7"

/8

COOLING TOWER PLATFORM, STAIR

AND RAILING. SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

30"X30" ROOF

WALKWAY PADS,

TYP.

A-601

EF-1, SEE MECHANICAL

DRAWINGS

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

COOLING

TOWER

AHU-2

4'-0"

DAVIT CRANE

4'-0"

ELECTRICAL EQUIPMENT, SEE ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION

(TYP)

A-402

SIM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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A-204

ROOF PLAN CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-204

1 ROOF PLAN

ROOF PLAN GENERAL NOTES

SCALE: 1/8" = 1'-0"A-204

2 MECHANICAL PLATFORM PLAN

Revisions: Date:

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

6 5 3.1 122.62.734

A-302

T.O. MASONRY CHILLER

817' - 8"

EXISTING CONSTRUCTIONNEW CONSTRUCTION

OVERFLOW ROOF DRAIN

OUTLET. SEE PLUMBING

DRAWINGS FOR ADDITIONAL

INFORMATION

AHU-2

DAVIT CRANE AND

SAFETY RAILING

COOLING TOWER

(TYP.)

STAIR AND

RAILINGS

EIFS TO MATCH

EXISTINGEXTERIOR LIGHT FIXTURE, SEE

ELECT. DWGS.

EXTERIOR LIGHT FIXTURE, SEE

ELECT. DWGS.

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

653.11 1.8 2 2.6 2.7 3 4

A-302

T.O. MASONRY CHILLER

817' - 8"

EXISTING CONSTRUCTION NEW CONSTRUCTION

CHP FIRST FLOOR

795' - 0"

BOILER PLANT T.O.S.

822' - 5 1/2"

A-402

(V .I

.F

(V .I

.F

(V .I

.F

COOLING TOWER

COOLING TOWER

PLATFORM AND RAILINGS

STAIRS AND

RAILINGS

METAL COPING

EXTERIOR LIGHT FIXTURE,

SEE ELECT. DWGS.

BOLLARD (TYP.), SEE CIVIL

DRAWINGS

EIFS TO MATCH

EXISTING

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

E.3 C.3 B.8 B.5 B.2 AA.2BB.4CDEFG

A-302

A-302

A-402

T.O. MASONRY CHILLER

817' - 8"

(V .I

.F

(V .I

.F

(V .I

.F

(V .I

.F

EIFS TO MATCH EXISTING

EIFS TO MATCH

EXISTING

D.4

HORIZONTAL EIFS JOINTS SHALL MATCH

EXISTING JOINT PATTERN, TYP.

VERTICAL EIFS JOINTS TO

ALIGN WITH OPENINGS AS

INDICATED, TYP.

6'-0"

OVERFLOW ROOF DRAIN OUTLET.

SEE PLUMBING DRAWINGS

CL

COOLING TOWERS (TYP.)

COOLING TOWER PLATFORM

AND RAILING

COOLING TOWERS (TYP.)

DAVIT CRANE

T.O.S. MECH. PLATFORM

818' - 6"

NEW EIFS TO

MATCH EXISTING

(MIN. R9.5ci)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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A-301

EXTERIOR ELEVATIONS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-301

1 EXTERIOR ELEVATION - NORTH

SCALE: 1/8" = 1'-0"A-301

2 EXTERIOR ELEVATION - SOUTH

SCALE: 1/8" = 1'-0"A-301

3 EXTERIOR ELEVATION - EAST

Revisions: Date:

T.O.S. CHILLER

813' - 0"

6 5 3.1 11.822.62.73

A-302

T.O. MASONRY CHILLER

817' - 8"

EC-114

CHILLER PLANT

CHP FIRST FLOOR

795' - 0"

BOILER PLANT T.O.S.

822' - 5 1/2"

A-402

A-602

EXISTING CONSTRUCTIONNEW CONSTRUCTION

NEW COOLING TOWER

NEW COOLING TOWER

PLATFORM AND RAILING

NEW STAIR AND RAILING

EC-116

EXISTING BOILER

ROOM

NEW STAIR AND RAILING

T.O.S. MECH. PLATFORM

818' - 6"

OPP

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

653.11 2 2.6 2.7 3 4

A-302

T.O. MASONRY CHILLER

817' - 8"

EC-114

CHILLER PLANT

CHP FIRST FLOOR

795' - 0"

BOILER PLANT T.O.S.

822' - 5 1/2"

EXISTING CONSTRUCTION NEW CONSTRUCTION

SC 3rd FLOOR 827' - 0"

EC-116

EXISTING BOILER

ROOM

EC-115

EXISTING CONTROL

ROOM

AHU-2

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

E.3C.3B.8B.5B.2

A-302

A-302

T.O. MASONRY CHILLER

817' - 8"

EC-114

CHILLER PLANT

D.4

A-401

MECHANICAL PLATFORM

AND RAILINGS NEW STAIR AND RAILINGS

AHU-2

T.O.S. MECH. PLATFORM

818' - 6"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

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.r v t

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:0

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M

A-302

BUILDING SECTIONS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 1/8" = 1'-0"A-302

3 BUILDING SECTION - TRANSVERSE 2

SCALE: 1/8" = 1'-0"A-302

1 BUILDING SECTION - TRANSVERSE 1

SCALE: 1/8" = 1'-0"A-302

2 BUILDING SECTION - LONGITUDINAL

Revisions: Date:

T.O.S. CHILLER

813' - 0"

B.5B.4

EXISTING MASONRY

WALL

EXISTING SBS ROOFING

SYSTEM.

EXISTING STRUCTURE

ALUMINUM FRAMED WINDOW

SYSTEM. PROVIDE SEALANT

FULL PERIMETER OF FRAME

BOTH SIDES.

GLAZING (IG-1)

EXISTING EPDM

ROOFING MEMBRANE

A-402

2'-0"

EXISTING MASONRY WALL.

798' - 4"

802' - 4"

WINDOW SILL

WINDOW HEAD

CONCRETE SOG, SEE STRUCT.

DWGS. FOR ADDITIONAL

INFORMATION

1/2" EXPANSION FILLER.

NEW CONCRETE GRADE BEAM.

SEE STRUCT. DRAWINGS.

EXISTING

FOUNDATION.

E X

M

A S

O N

R Y

O P

E N

IN

G

NEW STEEL COLUMN BEYOND,

SEE STRUCT. DWGS

NEW R-30 SBS MEMBRANE ROOF SYSTEM

EPDM ROOFING MEMBRANE OVER

COVER BOARD AND 2" RIGID INSULATION.

SEE DET. 2/ A-402. EXTEND MEMBRANE

UP OVER TOP OF PARAPET WALL.

815' - 0"

EXIST. TOP OF MASONRY (CHP) 1 1/2" EXPANSION JOINT.

2" RIGID PERIMETER INSULATION,

MIN. 2'X2'

EXISTING MASONRY WALL.

EXISTING BOND BEAM

EXISTING BOND BEAM

EXISTING CEILING SYSTEM

FIRST FLOOR

795' - 0"

T.O.S. CHILLER

813' - 0"

B.2

T.O. MASONRY CHILLER

817' - 8"

STEEL LINTEL WITH BOTTOM

PLATE. SEE STRUCTURAL

DRAWINGS.

STEEL BEAM, SEE STRUCT.

DRAWINGS

CONCRETE GRADE BEAM,

SEE STRUCT. DRAWINGS.

CONCRETE SOG, SEE

STRUCT. DWGS FOR

ADDITIONAL INFORMATION

SLOPE DN.

INSULATED OVERHEAD COILING

DOOR AND MOTOR OPERATOR

CONTINUOUS BENT PLATE.

SEE STRUCT. DRAWINGS.

STEEL ANGLE COILING DOOR

JAMB GUIDES BOLTED TO

MASONRY WALL

EIFS SYSTEM HORIZONTAL JOINT.

MATCH JOINT ELEVATIONS ON

BOILER PLANT TYPICAL.

SBS MEMBRANE ROOF OVER COVER

BOARD AND TAPERED INSULATION

TELESCOPING DAVIT

CRANE

DOOR HEAD

/4

/4

CONCRETE CURB, BEYOND,

SEE CIVIL DRAWINGS.

A-402

2" RIGID PERIMETER

INSULATION, MIN. 2'X2'

STEEL COLUMN, SEE STRUCT.

DRAWINGS

STEEL BOLLARD, SEE

CIVIL DRAWINGS

CONTINUOUS BOND

BEAM, SEE STRUCT.

DWGS.

NOM. 12" REINFORCED

CMU BLOCK, SEE

STRUCT. DWGS.

WEATHER BARRIER

1'-6" 3"

ALUMINUM COPING OVER

PRESSURE TR. SOLID BLOCKING

OVER RIGID INSULATION.

PREMANUFACTURED REMOVABLE

METAL GUARDRAIL WITH TOE GUARD

AND BASE PLATE

PROVIDE METAL FLASHING TO

SIDES OF OPENING

GALVANIZED PIPE

BOOT BY GUARDRAIL

MANUFACTURER

STEEL COLUMN, SEE STRUCT.

DRAWINGS

MEP EQUIPMENT, SEE MECH.

DWGS.

EPDM ROOFING MEMBRANE OVER COVER BOARD

AND 2" RIGID INSULATION, EXTEND MEMBRANE UP

OVER TOP OF PARAPET WALL.

/2

RUN NEW ROOFING MEMBRANE

ALONG SIDE OF OPENING AND

UNDER ENDWALL CAP

RUN NEW ROOFING MEMBRANE

OVER PARAPET WALL AND

UNDER FASCIA

EXISTING METAL PANEL

SYSTEM

EXISTING ROOFING SYSTEM

ON CONCRETE DECK

EXISTING STRUCTURAL

SYSTEM

7" METAL FASCIA,

MATCH EXISTING

2 LAYERS 3/4" FIRE

TREATED PLYWOOD, PITCH

TOPO OF PARAPET BACK

TO ROOF

SC 3RD FLOOR

827'-0"

EXISTING VAPOR

PERMEABLE AIR BARRIER

EXISTING GLAS MAT

SHEATHING

NEW METAL PANEL ENDWALL

CAP. VERIFY CAP IS ACCEPTABLE

WITH EXISTING METAL PANEL

MANUFACTURER

COL

EXISTING GLAS MAT

SHEATHING

RE-ATTACH CUT CHANNEL

EXISTING METAL FASCIA

OUTLINE OF CHILLED WATER PIPING,

REMOVED FOR CLARITY. REFER TO

MECH. & STRUCT. DRAWINGS FOR

ADDITIONAL INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

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M

A-401

WALL SECTIONS AND DETAILS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 3/4" = 1'-0"A-401

1 SECTION @ NEW WINDOW

SCALE: 3/4" = 1'-0"A-401

2 SECTION - OVERHEAD DOOR

Revisions: Date:

FINAL BID & CONSTRUCTION 11/24/2021

FINAL BID & CONSTRUCTION (REVISED) 05/06/2022

SCALE: 1 1/2" = 1'-0"A-401

3 EXISTING PARAPET (SURGERY CENTER)

T.O.S. CHILLER

813' - 0"

T.O. MASONRY CHILLER

817' - 8"

CONCRETE GRADE BEAM,

SEE STRUCT. DWGS.

CONCRETE S.O.G., SEE

STRUCT. DWGS. FOR

ADDITIONAL INFORMATION

24"X24"X 2" RIGID

PERIMETER INSULATION FINISH GRADE, SEE

CIVIL DRAWINGS

1/2" EXPANSION FILLER.

FACE OF MASONRY

2'-3"

EIFS SYSTEM HORIZONTAL JOINT.

MATCH JOINT ELEVATIONS ON

BOILER PLANT (TYP.)

COLUMN BEYOND, SEE

STRUCT. DWGS.

EIFS (MIN. R-9.5ci) OVER CMU

WALL. SEE SPECIFICATIONS

R-30 SBS MEMBRANE

ROOFING SYSTEM

EPDM ROOFING MEMBRANE

CONTINOUS BENT

PLATE. SEE STRUCT.

ALUMINUM COPING OVER

PRESSURE TR. SOLID

BLOCKING

A-402

STEEL BEAM, SEE STRUCT.

DWGS.

GRAVEL MOW STRIP,

SEE CIVIL DRAWINGS

NOM. 12" REINFORCED

CMU BLOCK, SEE

STRUCT. DWGS.

CONTINUOUS BOND

BEAM, SEE STRUCT.

DWGS.

CONTINUOUS BOND

BEAM, SEE STRUCT.

DWGS.

A-402

WEATHER BARRIER

T.O.S. CHILLER

813' - 0"

T.O. MASONRY CHILLER

817' - 8"

MIN.

6"

MIN.

6"

SBS ROOF CAP SHEET

1/2" COVER BOARD

TAPERED ROOF

INSULATION

CANT STRIP

SBS ROOF BASE SHEET

MEMBRANE PLY SHEET

METAL REGLET

EPDM SEAM TAPE

EPDM ROOFING MEMBRANE, ADHERE TO COVER

BOARD, RUN UP AND OVER PARAPET WALL

1/2" COVERBOARD, MECHANICALLY FASTED TO

MASONRY THROUGH RIGID INSULATION

2" RIGID INSULATION

METAL DECK, SEE

STRUCT. DWGS.

ALUMINUM COPING SECURED TO

CONT. CLEAT EACH SIDE OF

WALL. MATCH EXISTING COPING

DIRECTION

EXTEND ROOFING MEMBRANE

DOWN FRONT FACE OF WALL.

TREATED BLOCKING FASTENED TO MASONRY

THROUGH 2" RIGID INSULATION WITH 1/2" DIA.

ANCHOR BOLTS AT 32" O.C. TYP. STAGGER

ANCHOR BOLTS WITH ADJACENT BLOCKING.

CONTINUOUS BENT

PLATE. SEE STRUCT.

DWGS.

M

IN

STEEL COLUMN AND

BEAMS, SEE STRUCT.

DWGS.

WEATHER BARRIER

WEATHER BARRIER

1'-0 7/8"

1/2"

2" 11 5/8" 3"

FACE OF MASONRY

2'-3"

/2

CONTINUOUS BOND

BEAM, SEE STRUCT.

DWGS.

CONTINUOUS BOND

BEAM, SEE STRUCT.

DWGS.

EIFS (MIN. R9.5ci)

NOM. 12" REINFORCED

CMU BLOCK, SEE

STRUCT. DWGS.

EIFS SYSTEM HORIZONTAL JOINT.

MATCH JOINT ELEVATIONS ON

BOILER PLANT (TYP.)

T.O.S. CHILLER

813' - 0"

B.5B.4

ALUMINUM COPING ON EXISTING

MASONRY WALL. MATCH EXSITING

CONSTRUCTION AND DIRECTION

EXISTING EPDM ROOFING MEMBRANE

ON EXISTING MASONRY WALL

EPDM ROOFING MEMBRANE OVER COVER

BOARD AND 2" RIGID INSULATION. EXTEND

MEMBRANE UP OVER TOP OF PARAPET WALL

AND OVERLAP EXSITING EPDM MEMBRANE

1 1/2" EXPANSION JOINT.

STRUCTURAL SYSTEM,

SEE STRUCT. DWGS.

SBS ROOF BASE SHEET

EXISTING ROOFING SYSTEM

EXISTING STRUCTURAL SYSTEM

TAPERED ROOF INSULATION

METAL DECK, SEE STRUCT.

DWGS.

BLOCKING AS REQUIRED

1/2" COVER BOARD

SBS ROOF CAP SHEET

1 1/2" EXPANSION JOINT.

TREATED BLOCKING AS REQUIRED.

B.2

STEEL LINTEL WITH BOTTOM

PLATE. SEE STRUCT. DRAWINGS.

SOLID MASONRY INFILL AT

STEEL LINTEL

M

IN

/4

DRAINAGE STRIP BY EIFS MFG

HOLD BOTTOM EDGE OF EIFS FROM

O.H. DOOR FLASHING. PROVIDE

BACKER ROD AND SEALANT WITH

WEEP TUBES AT 24" O.C.

LIQUID APPLIED MESH REINFORCED

FLASHING MEMBRANE BY EIFS MFG.

LAP OVER FLASHING

PRE-FINISHED, SHEET METAL

FLASHING

EIFS (MIN. R9.5ci)

WEATHER BARRIER

COLUMN BEYOND

OVERHEAD COILING

DOOR WITH MOTOR

OPERATOR

COILING DOOR GUIDE RAILS

FIRST FLOOR

795' - 0"

EIFS DRAINAGE TRACK

GROUT FIRST (3 COURSES)

MASONRY CORES SOLID

HOLD BOTTOM EDGE OF EIFS

8" ABOVE FINISH FLOOR (TYP.)

PAINT EXPOSED CMU

GRAVEL MOW STRIP, SEE CIVIL

DRAWINGS

1/2" EXP. FILLER

CONCRETE SLAB ON GRADE,

SEE STRUCT. DWGS.

CONCRETE GRADE BEAM, SEE

STRUCT. DWGS.

2" RIGID PERIMETER

INSULATION, MIN. 2'X2'

STEEL COLUMN, SEE

STRUCT. DWGS.

EIFS (MIN. R9.5ci)

NOM. 12" REINFORCED

CMU BLOCK, SEE

STRUCT. DWGS.

WEATHER BARRIER

VERTICAL REINFORCING, SEE

STRUCT. DWGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

757-15-102

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R e v it M o d e ls

\1

R

V A

C o lu m b u s C h ill e r

P la n t R e v is io n

C e n tr a l_ jd c h o

.r v t

/5

/2

:0

:1

A

M

A-402

WALL SECTONS AND DETAILS CONSTRUCT CHILLER PLANT

420 N. JAMES ROAD, COLUMBUS,

OHIO 43219

05/06/2022 RG jdc

BID & CONSTRUCTION

(REVISED)18912

SCALE: 3/4" = 1'-0"A-402

1 SECTION - TYPICAL EXTERIOR WALL WITH WINDOW

SCALE: 1 1/2" = 1'-0"A-402

2 DETAIL - PARAPET

SCALE: 1 1/2" = 1'-0"A-402

4 EXISTING PARAPET DETAIL

SCALE: 1 1/2" = 1'-0"A-402

5 OVERHEAD COILING DOOR

SCALE: 1 1/2" = 1'-0"A-402

3 ENLARGED SECTION

Revisions: Date: