36C24920R0043-0008002.pdf

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

HOIST BEAM

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

/1

/2

:5

: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

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

DocuSign Envelope ID: 3F6F6B0F-3A0E-4533-B711-D9E1B847FF90

5/11/2020