36C24920R0043-0006002.pdf

LA

R

E GI H, N

C

N

11664

I K

G HC OY

R

EG

IS

TE

RED ARCH

ITEC

T

N O R

T H

CA RO

L

I N

AA

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

12'-2"

11'-3"

9'-3"

11'-5" 8'

VETERANS BLVD

VETERANS CIRCLE

VETERANS CIRCLE

S A

M

JA

R E

D R

O A

D

VETERANS CIRCLE

VETERANS CIRCLE

EAST MAIN STREET

E A

S T

V

IE

W D

R

IV

E

N O

R T

H V

IE

W

D R

IV

E

BOILER PLANT RD

PARK ROAD

PARK ROAD

GARDEN DRIVE

JOHN F COADY DRIVE

JOHN F COADY DRIVE

LAKE ROAD

HILL STREET

R

IV

E R

R O

A D

R

IV

E R

R O

A D

FLAMABLE STORAGE

CHOP

HOUSE

Architectural and Engineering Services to Upgrade Elevators Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike Murfreesboro, TN 37129

VA PROJECT NO. 626A4-18-203

CONSTRUCTION

STAGING AREA

BUILDING 8

N

SITE NOTES

1. WORKING SPACE AND SPACE AVAILABLE FOR STORING

MATERIALS SHALL BE AS DETERMINED BY THE COR

2. KEEP ROADS CLEAR OF CONSTRUCTION MATERIAL, DEBRIS,

STANDING CONSTRUCTION EQUIPMENT AND VEHICLES AT ALL

TIMES. DO NOT STORE MATERIALS AND EQUIPMENT IN OTHER

THAN ASSIGNED AREAS.

3. SCHEDULE DELIVERY OF MATERIALS AND EQUIPMENT TO

IMMEDIATE CONSTRUCTION WORKING AREAS IN QUANTITIES

SUFFICIENT FOR NOT MORE THAN TWO WORK DAYS. PROVIDE

UNOBSTRUCTED ACCESS TO MEDICAL CENTER AREAS

REQUIRED TO REMAIN IN OPERATION.

4. COORDINATE WITH COR FOR REMOVAL OF EXISTING

FURNISHINGS AND EQUIPMENT TO PERMIT WORK TO

PROCEED. CONTRACTOR SHALL PROVIDE THE COR WITH A

COPY OF THEIR LOTO PROCEDURE WITHIN TEN DAYS OF

RECEIVING THE NTP.

5. COORDINATE THE WORK FOR THIS CONTRACT WITH OTHER

CONSTRUCTION OPERATIONS AS DIRECTED BY COR. THIS

INCLUDES THE SCHEDULING OF TRAFFIC AND THE USE OF

ROADWAYS, AS SPECIFIED IN ARTICLE, USE OF ROADWAYS.

6. UTILITIES SERVICES: MAINTAIN EXISTING UTILITY SERVICES FOR

MEDICAL CENTER AT ALL TIMES. PROVIDE TEMPORARY

FACILITIES, LABOR, MATERIALS, EQUIPMENT, CONNECTIONS,

AND UTILITIES TO ASSURE UNINTERRUPTED SERVICES AS

REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. WHERE

NECESSARY TO CUT EXISTING WATER, STEAM, GASES, SEWER

OR AIR PIPES, OR CONDUITS, WIRES, CABLES, ETC. OF UTILITY

SERVICES OR OF FIRE PROTECTION SYSTEMS AND

COMMUNICATIONS SYSTEMS (INCLUDING TELEPHONE), THEY

SHALL BE CUT AND CAPPED AT SUITABLE PLACES WHERE

SHOWN; OR, IN ABSENCE OF SUCH INDICATION, WHERE

DIRECTED BY COR.

7. OBTAIN ASBESTOS ABATEMENT PLANS FROM VA COR PRIOR

TO START OF WORK. COMPLETE WORK FOR ASBESTOS

ABATEMENT PRIOR TO THE START OF CONSTRUCTION OR

DEMOLITION. REFER TO SPECIFICATIONS FOR REQUIREMENTS

FOR ASBESTOS ABATEMENT.

8. THE CONTRACTOR WILL TRANSPORT MATERIALS IN AND OUT

OF THE BUILDING THROUGH THE WINDOWS IN THE FRONT OF

THE BUILDING O THE FIRST AND SECOND FLOORS. CERTIFIED

SCAFFOLDING AND SCAFFOLDING STAIRS WILL BE USED TO

GAIN ACCESS INTO THE WORK AREAS. WORK AREAS WILL BE

LOCKED DOWN AFTER CONSTRUCTION HOURS. COORDINATED

EXACT LOCATIONS WITH THE VA COR.

9. ELEVATOR ACCESS IS PROHIBITED AS A CONSTRUCTION PATH.

NO CONSTRUCTION MATERIALS, TOOLS OR WASTE WILL BE

TRANSPORTED VIA ELEVATOR. PLEASE USE THE DESIGNATED

CONSTRUCTION ACCESS POINTS.

10. SECURE CONSTRUCTION STAGING AREAS WITH A FENCE.

STAGING AREA WILL BE LOCKED DOWN DURING OFF HOURS.

CONSTRUCTION

STAGING AREA

BUILDING 10

CONSTRUCTION

STAGING AREA

BUILDING 9

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

/6

/2

:2

:5

P M

G-001

COVER SHEET

1 10KC HM, GTS

Architectural and Engineering Services to Upgrade Elevators

Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike

Murfeesboro, TN 37129 12/04/2019

FINAL BID DOCUMENTS

626A4-18-20318-028

8, 9 & 10

NORTH

TRUE

Scale: 1" = 160'-0"

CAMPUS MAP

DEDUCT ALTERNATE:

BUILDING 10 IN ITS ENTIRETY.

1 ADDENDUM 1 05/06/2020

DocuSign Envelope ID: 98E6A7C2-D697-410A-882E-3461219738EF

5/6/2020

A

B

C

D

E

F

G

H

I

J

2 3 4 5 6 7 8 9

V.I.F.

35'-8 1/2"

EXISTING

ELEVATOR

(BELOW)

/2

/2

/2

V.I.F.

7 1/2"

10'-6" V.I.F.

6"

PENTHOUSE

EXISTING

ELEVATOR

EQUIPMENT

ROOM

EXISTING STAIR

DOWN TO 2ND

FLOOR LEVEL

NEW MACHINE FOR

ELEVATOR, REFER

TO ELEVATOR

SPECIFICATIONS

FOR SIZE AND

LOCATION

A-701

P8

FEC

MACHINE

ROOM

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

LA

R

E GI H, N

C

N

11664

I K

G HC OY

R

EG

IS

TE

RED ARCH

ITEC

T

N O R

T H

CA RO

L

I N A

# KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/6

/2

:2

:4

P M

A-103

ROOF PLAN AT PENTHOUSE - BUILDING

6 19KC HM

Architectural and Engineering Services to Upgrade Elevators

Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike

Murfeesboro, TN 37129 12/04/2019

FINAL BID DOCUMENTS

626A4-18-20318-028

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

ROOF PLAN

1 ADDENDUM 1 05/06/2020

A-702

11'-1 1/2"

23'-0"

10'-2"

MACHINE ROOM

PLATFORM

EL: 41'-5"

PENTHOUSE

EL: 37'-2"

PENTHOUSE

MACHINE

ROOM

NEW MACHINE FOR

ELEVATOR, REFER TO

ELEVATOR

SPECIFICATIONS FOR

SIZE AND LOCATION

P9

FEC

NEW WALL

EXISTING WALL

DEMO. WALL

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

LA

R

E GI H, N

C

N

11664

I K

G HC OY

R

EG

IS

TE

RED ARCH

ITEC

T

N O R

T H

CA RO

L

I N A

# KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/6

/2

:4

:5

P M

A-107

ATTIC PLAN - BUILDING 9

10 19KC HM

Architectural and Engineering Services to Upgrade Elevators

Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike

Murfeesboro, TN 37129 12/04/2019

FINAL BID DOCUMENTS

626A4-18-20318-028

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

Scale: 1/8" = 1'-0"

ROOF PLAN 0 4 8 16

N O

R T

H

TRUE

WALL LEGEND

1 ADDENDUM 1 05/06/2020

MACHINE

ROOM

7 10

GROUND FLOOR

EL: 0'-0"

FIRST FLOOR

EL: 11'-11"

SECOND FLOOR

EL: 23'-10"

ATTIC

EL: 37'-2"

T.O. ELEVATOR PIT

EL: -4'-3"

A-701

A-701

A-701

SUMP

PUMP

CORRIDOR

G28

OFFICE

G02

CORRIDOR

DINING

CORRIDOR

252DINING

PENTHOUSE

AT ATTIC

HOIST BEAM, REFER

TO STRUCTURAL

FOR DETAIL

REFER TO CIVIL AND

STRUCTURAL FOR

ADDITIONAL DETAILS

ELEVATOR PIT,

REFER TO

STRUCTURAL

ELEVATOR

MACHINE

ROOM

GROUND FLOOR

EL: 0'-0"

ELEVATOR PIT

EL: -4'-3"

REFER TO A-701/5

FOR LADDER

DETAILS

SELF ADHERED

NON-PERMEABLE

MEMBRANE,

TURN DOWN AT

FOOTING

RIGID INSULATION

CAPILLARY FILL

CONCRETE SLAB

ON GRADE,

SEE STRUCTURAL

8X8X16 CMU GROUT

SOLID, TYP.

ELEVATOR

PIT, REFER

TO

STRUCTURAL

ELEVATOR

SHAFT

FIRST FLOOR

EL: 11'-11"

8"X8"X16" CMU BLOCK LINTEL

5/8" GYP BOARD

3 5/8" METAL STUDS @ 16" OC

FINISHED CEILING, REFER TO

FINISH SCHEDULE

CORNER GUARD

ELEVATOR SLIDING DOOR

FINISH FLOOR

EXISTING FLOOR

8X8X16 CMU GROUT SOLID, TYP.

ATTIC

EL: 37'-2"

8"X8"X16" CMU BLOCK LINTEL

3 5/8" METAL STUDS @ 16" OC

CORNER GUARD

EXISTING COLUMN

ELEVATOR DOOR

CEILING, REFER TO SCHEDULE

HOIST BEAM, REFER TO

STRUCTURAL FOR DENTALS

8X8X16 CMU GROUT SOLID,

TYP.

CEILING ASSEMBLY

RESTRAINED

ASSEMBLY RATING

2HR, DESIGN NO.

P836, ANSI/UL 263

I

3 5/8" METAL STUDS @ 16" OC

5/8" GYP BOARD

B

B

3 5/8" METAL STUDS @ 16" OC

CG-1

EXISTING COLUMN 1 1/2" METAL STUDS @ 16" OC

1 1/2"" METAL STUDS @ 16" OC

ELEVATOR

SLIDING

DOOR

NEW ELEVATOR

/2

CG-1

8X8X16 CMU

GROUT SOLID, TYP.

1/2" E.J. AT COLUMN

1/2" E.J. AT COLUMN

I

EXISTING WALL

EXISTING WALL

D

V.I.F.

8"

EXISTING

COLUMN

V .I .F

8X8X16 CMU

GROUT SOLID,

TYP.

J

3 5/8" METAL STUDS @ 16" OC

B

B

B

BA

CG-1

W-1

EXISTING COLUMN

5/8" GYP BOARD

V.I.F.

1'-2"

V.I.F.

8"

/2

7 1/2"

V.I.F.

6"

V.I.F.

1'-4 1/2"

CG-1CG-1

CG-1

1/2" E.J. AROUND

COLUMN, TYP.

I

D

B

B

3 5/8" METAL STUDS @ 16" OC

CG-1

F

ELEVATOR

SLIDING

DOOR

NEW

ELEVATOR

5/8" GYP BOARD

3 5/8" METAL STUDS @ 16" OC

1 1/2"" METAL STUDS @ 16" OC

EXISTING WALL

EXISTING COLUMN

3 5/8" METAL STUDS @ 16" OC

/2

/2

1'-2"

11 1/2"

V .I

.F

/2

V.I.F.

11 1/2"

S E

E D

O O

R S

C H

E D

U L

E

R O

U G

H O

P E

N

IN

G

CG-1

8X8X16 CMU GROUT

SOLID, TYP.

1/2" E.J. AT COLUMN

1/2" E.J.

AT

COLUMN

I

EXISTING WALL

EXISTING

COLUMN

D

D

B

B

5/8" GYP BOARD

3 5/8" METAL STUDS @ 16" OC

CG-1

3 5/8" METAL STUDS @ 16" OC

ELEVATOR

V.I.F.

10"

7"

8X8X16 CMU GROUT SOLID, TYP.

FINISH FLOOR AT

ELEVATOR PIT

2-1/2" X 1/4" STEEL

BAR STRINGER

3/4" STEEL

RUNGS WELD TO

STRINGER

1/2: CONCRETE

ANCHOR

EXTEND LADDER 5'-0"

ABOVE BASEMENT

(GROUND) LEVEL'S

FLOOR SILL

ENTRANCE

ELEVATOR MANUFACTURER

CLEARANCE

REQUIREMENTS. VERIFY

REQUIRED OSHA TOE

CLEARANCE.

GROUND FLOOR

EL: 0'-0"

1'-6"

1'-6"

T Y

P

/2

A .F

.F

CL

6"

ROOF

EL: 56'-10"

NEW MACHINE FOR

ELEVATOR, REFER TO

ELEVATOR SPECIFICATIONS

FOR SIZE AND LOCATION

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

LA

R

E GI H, N

C

N

11664

I K

G HC OY

R

EG

IS

TE

RED ARCH

ITEC

T

N O R

T H

CA RO

L

I N A

# KEY NOTES:

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/6

/2

:2

:5

P M

A-701

VERTICAL CIRCULATION PLANS,

SECTIONS AND DETAILS - BUILDING 8

17 19KC HM

Architectural and Engineering Services to Upgrade Elevators

Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike

Murfeesboro, TN 37129 12/04/2019

FINAL BID DOCUMENTS

626A4-18-20318-028

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

Scale: 3/8" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1" = 1'-0"

LADDER DETAIL

A. REFER TO STRUCTURAL DRAWINGS FOR DETAILS

ON STRUCTURAL ELEMENTS.

B. REFER TO ELEVATOR SPECIFICATIONS FOR

INFORMATION ON ELEVATORS AND ELEVATOR

EQUIPMENT.

C. ELEVATOR SHAFTS CONSIST OF 8” CMU WALL AND

CAST-IN-PLACE CONCRETE FOUNDATION PIT.

D. REFER TO ASBESTOS ASSESSMENT REPORT FOR

MORE DETAILED INFORMATION REGARDING

ASBESTOS CONTAINING MATERIAL OR ASBESTOS

CONTAMINATED ELEMENTS PRESENT IN THIS

BUILDING. ASBESTOS REPORT PREFORMED BY

ENVIRONMENTAL HEALTH MANAGEMENT IN

NOVEMBER 2004.

1 ADDENDUM 1 05/06/2020

15 18

A-702

A-702

A-702

CONFERENCE

LOBBY

G01A

LOBBY

HAC

G03

LOBBY

PHYCOLOGY

ATTIC AT

PENTHOUSE

- PENTHOUSE

ELEVATOR

MACHINE

ROOM

GROUND FLOOR

EL: 0'-0"

FIRST FLOOR

EL: 11'-11"

SECOND FLOOR

EL: 23'-10"

ATTIC

EL: 37'-2"

T.O. ELEVATOR PIT

EL: -4'-3"

T.O. EXISTING FOOTING

EL: -8'-6"

B9-G2

ELEVATOR

B9-12

ELEVATOR

B9-22

ELEVATOR

NEW MACHINE FOR ELEVATOR,

REFER TO ELEVATOR

SPECIFICATIONS FOR SIZE

AND LOCATION

PENTHOUSE

GYPSUM WALL

BOARD SOFFIT,

PNT-8

6" 1'-6" 6"

SUMP

PUMP

EXISITNG

FOOTING

EXISITNG

FOOTING

ELEVATOR PIT PLATFORM,

REFER TO STRUCTURAL

HOIST BEAM, REFER

TO STRUCTURAL

FOR DETAIL

/2

3 5/8" METAL STUDS @ 16" OC

5/8" GYP BOARD

8"X8"X16" CMU BLOCK LINTEL

8"X8"X16" CMU BLOCK

3 5/8" METAL STUDS @ 16" OC

FINISHED CEILING,

REFER TO FINISH

SCHEDULE

ELEVATOR

SHAFT

ELEVATOR SLIDING DOOR

EXISTING BEAM,

REFER TO

STRUCTURAL

FINISH FLOOR AT

ELEVATOR PIT

2-1/2" X 1/4" STEEL

BAR STRINGER

3/4" STEEL

RUNGS WELD TO

STRINGER

1/2: CONCRETE

ANCHOR

EXTEND LADDER 5'-0"

ABOVE BASEMENT

(GROUND) LEVEL'S

FLOOR SILL

ENTRANCE

ELEVATOR MANUFACTURER

CLEARANCE

REQUIREMENTS. VERIFY

REQUIRED OSHA TOE

CLEARANCE.

GROUND FLOOR

EL: 0'-0"

1'-6"

1'-6"

T Y

P

/8

A .F

.F

CL

6"

REFER TO

LADDER DETAIL

FOR MORE

INFORMATION

RIGID INSULATION

CAPILLARY FILL

8"X8"X16" CMU

GROUT SOLID

CONCRETE

SLAB ON

GRADE, SEE

STRUCTURAL

EXISTING COLUMN

EXISTING FOOTING

SELF ADHERED NON-

PERMEABLE

MEMBRANE, TURN

DOWN AT FOOTING

8"X6"X16" CMU BLOCK

GROUT SOLID, TYP.

8"X8"X16" CMU BLOCK

8"X8"X16" CMU BLOCK LINTEL

ELEVATOR SLIDING

DOOR

FINISHED CEILING,

REFER TO FINISH

SCHEDULE

ELEVATOR

SHAFT

3 5/8" METAL STUDS @ 16" OC

5/8" GYP BOARD

/2

2-1/2 METAL STUDS @ 16"

OC, PNT-9

ACT-1

PNT-1

CEILING ASSEMBLY

RESTRAINED ASSEMBLY

RATING 2HR, DESIGN NO.

P836, ANSI/UL 263

I

11 1/4" 2'-0 1/4"

V.I.F.

1'-4 3/4"

EXISTING WALL

EXISTING

COLUMN

5/8"

GYPSUM

BOARD

C

D

3 5/8" METAL STUDS @ 16" OC

EXPANSION

JOINT

8X8X16 CMU

BLOCK GROUT

SOLID

8X8X16 CMU

BLOCK

GROUT

SOLID

8" CMU BLOCK

8" CMU BLOCK

5/8" GYPSUM BOARD

/4

V.I.F.

1'-4 3/4"

V.I.F.

7 1/4"

C

C

A

3 5/8" METAL STUDS @ 16" OC

3 5/8" METAL STUDS @ 16" OC

EXISTING DOOR

FRAME

3 5/8" METAL STUDS @ 16" OC

EXISTING

COLUMN

EXISTING PARTITION

CG-1

EXISTING ACT

8' - 0"

GYP

9' - 0"

ACT

2x2

COUNTER WITH

COUNTER

BRACKET

TRANSACTION

SLIDING WINDOW,

REFER TO SHEET

A-601 FOR

ADDITIONAL

INFORMATION..

W-2

A-702

PATIENT'S SIDE

CLERK'S SIDE

6"1'-9"

PLY WOOD, WITH HIGH

PRESSURE LAMINATE

PL-1

RB-1

S-1S-1

RB-1

PNT-1

GYP, PNT-9

ACT-1

PNT-1

3 5/8" METAL STUDS

@16" OC WITH 5/8"

GYPSUM BOARD

2 1/2" METAL STUDS

@16" OC

CONCEALED WALL

MOUNT SUPPORT

BRACKET - SPACE AT

4'-0" MAX. INSTALL

AND PROVIDE

BLOCKING PER

MANUFACTURER'S

RECOMMENDATIONS.

1" X 4" CONT. WOOD

BLOCKING (TYP.)

EXISTING

CEILING SLAB

ABOVE

SLIDING GLASS FRAME

WALL AS SCHEDULED

SILLCLERK COUNTER

SOLID SURFACE COUNTER, S-1

SOLID SURFACE

COUNTER, S-1

WOOD BLOCKING

PLYWOOD, L-1

6"

COUNTER BRACKET

A

LA

R

E GI H,NC

S

G O 52644

P E

N

CO

LU IT

E

NG

RG

U O

A

P ,P

R E

G I

S T

E R

E D

A R

C H I T E C T U R

A L

C O

R P

O T

I O

N

N O

R T H C A R O L

I N

A

A R

LA

R

E GI H, N

C

N

11664

I K

G HC OY

R

EG

IS

TE

RED ARCH

ITEC

T

N O R

T H

CA RO

L

I N A

Revisions: Date

Drawing Title:

Approved: Project Director

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER:

SHEET NOTES:

WALL RATING LEGEND

E

D C

B A

2 3 4 5 6 7

E D

C B

A

1 2 3 4 5 6 7

Date Checked Drawn

FULLY SPRINKLERED

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs#

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

/6

/2

:4

:0

P M

A-702

VERTICAL CIRCULATION PLANS,

SECTIONS AND DETAILS - BUILDING 9

18 19KC HM

Architectural and Engineering Services to Upgrade Elevators

Buildings 8, 9 and 10

Alvin C. York VA Medical Center 3400 Labanon Pike

Murfeesboro, TN 37129 12/04/2019

FINAL BID DOCUMENTS

626A4-18-20318-028

N

AREA OF WORK

SCOPE OUTLINE

KEY PLAN

SCALE: NO SCALE

Scale: 3/8" = 1'-0"

BUILDING SECTION THROUGH NEW ELEVATOR SHAFT

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 1" = 1'-0"

LADDER DETAIL

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 3/4" = 1'-0"

SECTION THROUGH ELEVATOR SHAFT

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

Scale: 1 1/2" = 1'-0"

PLAN DETAIL

A. REFER TO STRUCTURAL DRAWINGS FOR DETAILS

ON STRUCTURAL ELEMENTS.

B. REFER TO ELEVATOR SPECIFICATIONS FOR

INFORMATION ON ELEVATORS AND ELEVATOR

EQUIPMENT.

C. ELEVATOR SHAFTS CONSIST OF 8” CMU WALL AND

CAST-IN-PLACE CONCRETE FOUNDATION PIT.

D. REFER TO SHEET A-601 FOR ADDITIONAL

INFORMATION ON DOORS AND WINDOWS.

E. REFER TO ASBESTOS ASSESSMENT REPORT FOR

MORE DETAILED INFORMATION REGARDING

ASBESTOS CONTAINING MATERIAL OR ASBESTOS

CONTAMINATED ELEMENTS PRESENT IN THIS

BUILDING. ASBESTOS REPORT PREFORMED BY

ENVIRONMENTAL HEALTH MANAGEMENT IN

NOVEMBER 2004.

Scale: 3/4" = 1'-0"

SECTION THROUGH SLIDING TRANSACTION WINDOW

Scale: 1 1/2" = 1'-0"

SILL AT TRANSACTION COUNTER

1 ADDENDUM 1 05/06/2020