A 2.pdf

US

DEPA

RT

M

EN

T

OF

HEALT &H

HUMAN

SERV

ICES

A

9' 6"

ELEV.

NO. 2

CX

A.2 E4

TYP.

EXIST.

ELEV.

NO. 1

C

X

ELEV.

NO. 2

A.2 E4

TYP.

EXIST.

ELEV.

NO. 1

C

X

ELEV.

NO.2

TYP.

EXIST.

ELEV.

NO. 1

CX

ELEV.

NO. 23'

6"

8'

" V

IF

6' - 8 1/2" VIF 3 1/2"

A.2 E4

TYP.

proposed elevator existing elevator

D X C

ELEV. PIT

ELEV. 270'-0"

EXIST.ELEVATOR PIT LADDER

LINE OF CURVED SIDES OF

EXIST. PARTITION BEYOND

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

FIRST FLOOR

ELEV. 274'-0"

(T

YP

E

LE

V.

D O

O R

7'

2"

MEZZANINE FLOOR

ELEV. 284'-0"

SECOND FLOOR

ELEV. 294'-7 1/2"

FIFTH FLOOR

ELEV. 347'-1 1/2"

SIXTH FLOOR

ELEV. 361'-2 1/4"

SEVENTH FLOOR

ELEV. 375'-3"

MACHINE ROOM

ELEV. 394'-0"

EX

IS

TI

N

G E

LE

VA

TO

R

S H

AF

T

A.2 H2

TYP.

A.2 E2

TYP.

GENERAL CONTRACTOR TO REMOVE AND

REPLACE PIT SLAB TO ACCOMODATE

SELECTED ELEVATOR MANUFACTURERS

DEPTH RECOMMENDATIONS, ENSURE

THAT PIT FLOOR SLOPES TO DRAIN,

PROVIDE WATERPROOFING OVER FLOOR

AND WALLS TO FIRST FLOOR ELEVATION.

SILL ANGLE

SLAB EDGE

METAL FASCIA PLATE

BY ELEV. MFR.

METAL JAMB

BEYOND

PATCH FLOOR W/

VCT PROVIDED BY OWNER

SILL ASSEMBLY

BY ELEV. MFR.

EXIST. 2 HOUR

CONSTRUCTION

SHAFT SIDE

FILLER

7/

8"

/1

6"

5" MIN.

EXIST.CONSTRUCTION

DUST COVER

METAL FASCIA PLATE

BY ELEV. MFR.

METAL ELEV.

ENTRANCE HEAD

METAL JAMBS BEYOND

HOISTWAY DOOR

EXIST. LINTEL

PATCH GWB ON MTL.

FURRING

DISTRUBED BY

DEMOLITION

SHAFT SIDE

7' -0

" A .F

.F

1'

0"2"

4 1/4"7/8"

EXIST. 2 HOUR

CONSTRUCTION

HOISTWAY DOOR

FULL WIDTH

METAL SILL

PATCH PROFILE OF

ADJACENT ELEV. METAL

JAMB. VARIES AT EACH

FLOOR.

LINE 0F

FRAME ABOVE

SHAFT SIDE

EXISTING GWB ON METAL

FRAMING.

CONFIGURATION VARIES

AT EACH FLOOR

C

LE

AR

F

R

AM

E O

PE

N

IN

G

1'

0" 2" 1'

0" 2"

4 1/4"7/8"

1'

/3 2"

2"

PROVIDE GWB RETURN

AT JAMB AND FURRDOWN,

PAINT TO MATCH EXISTING

EXIST.2 HOUR

CONSTRUCTION

EXIST.2 HOUR

CONSTRUCTION

E D X C

ELEVATOR MACHINE ROOM

EXISTING REMOVABLE

ENCLOSURE FOR ELEV. NO. 2

MACH. INSTALL

LINE OF EXIST. ELEV.

SHAFT BELOW (TYP.)

A.C. UNIT

COORD. SHEAVE HOLE

LOCATION W/ ELEV. MFR.

EXISTING A.C. UNIT

Tape Visqueen to Floor

2 X 4 Studs on 24" O.C.

W/ 1/2" Plywood

3 1/2" Sound Batt. Insulation

Visqueen Tape at all Joints

Tape Visqueen to Deck Deck

Side of Demo. Work

Ap pr ox . 2

0'

0"

JEFFERSON LABORATORIES OF THE FDA

JEFFERSON, ARKANSAS 72079

SUBMITTED:

STUCK ASSOCIATES ARCHITECTS

DRAWING NO.

SHEET:

CHECKED BY:DRAWN BY:DATE:SCALE:

DESCRIPTION BY CHECK

A

B

C

D

E

F

G

H

I

J

K

1 2 3 4 5 6 7 8 9

DRAWING NO.

SHEET

As indicated

8/2/2010 1:09:30

PM

ALHJULY 26, 2010

ELEVATOR PLANS & DETAILS

BUILDING 50 - ELEVATOR ADDITION

A.2

GC,BS

2.3684.10

1/4" = 1'-0"

A2 SEVENTH FLOOR PLAN

1/4" = 1'-0"

A4 FIFTH & SIXTH FLOOR PLAN

1/4" = 1'-0"

A5

SECOND, THIRD, &

FOURTH FLOOR PLAN

1/4" = 1'-0"

A7 FIRST FLOOR PLAN

1/4" = 1'-0"

A1 ELEVATOR SECTION

1/4" = 1'-0"

E2 ELEVATOR SILL DETAIL

NOT TO SCALE

1/4" = 1'-0"

H2 ELEVATOR LINTEL DETAIL

NOT TO SCALE

1/4" = 1'-0"

E4 ELEVATOR JAMB DETAIL

NOT TO SCALE 1/4" = 1'-0"

E6 ELEV. MACHINE RM.

NOTE:

PROVIDE ELEVATOR STOPS AT

FLOOR 1, 2, 3, 4, 5, 6, AND 7

Floor Plan General Notes A All construction shall be in accordance with the requirements of the applicable codes, engineering shall conform with all applucable municipal, state and federal regulationd having jurisdiction including accessibility standards and requirements of "Americans with Disabilities Act."

B Each trade is advised that information pertinent to its work may occur in variuos sections of the contract documents. Refer to every sheet of drawings for notes and symbols. Notes shall be reviewed and applied to related building components regardless of their locations in the drawings and specifications.

C Unless noted otherwise, any note, detail, or feature indicated for one condition shall be applicable for all alike and similar conditions

D The contractor shall furnish and install all blocking, stiffeners, bracing, backing plated and supporting brackets required for the proper installation of all building components as recommended by the manufacturer and required by code. In walls, provide blocking attached to studs as backing supports for wall-mounted items.

E All dissimilar metals shall be effectively isolated from each other to avoid molecular breakdown.

G Finish floor elevations are to the top of concrete, unless noted otherwise.

H New construction at hoistway wall is to be 2 hour construction.

Floor Plan Key Notes 1 Dust partition, verify exact location with contracting officer.

3/4" = 1'-0"

J7 DUST PARTITION

aharness Gene (7.26.2010)