36C24920R0043-0008001.pdf

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

HOIST BEAM

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

/1

/2

:5

:3

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

2 ADDENDUM 2 05/11/2020

M A

C H

IN

E

R O

O M

H E

IG

H

T T

O B

.O H

O

IS

T B

E A

M

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5/11/2020