667-081 OUTPATIENT MH IMPR_BSMNT AND 1st FLOOR AS-BUILTS A101.pdf

UP

UP

F1 A204

Social Worker

BS-46

Nurse

BS-24M

HI

CM

St o.

BS

-2

Corridor BS-90 Social

Worker

BS-14

Read BS-58 Check-in

BS-54

Read

BS-56

Coord.

BS-38

ADD

Therapist

BS-51

Men

BS-62

Social Worker

BS-16

Stair #10

BS-34

Peer

BS-18

Social Worker

BS-26

Res.

M.D.

BS-28

RN

BS-30

Women

BS-64

Check-in

BS-66

Nurse

BS-17

Nurse

BS-19

Intake

BS-63

Unisex

BS-42

Observation

BS-32

H G F E D C B

J A

Elev.

BS-08

Stair #9

BS-06

MD

BS-60 Nurse

BS-52

Exam/ Med

BS-21

Director

BS-20

Mech.

BS-23

C1 A204

B

Check-In

BS-67

Sto.

BS-65

Exam/Med

BS-35

Group

BS-45

St af f

BS

-2 7A

Corridor

BS-93

Ja n

BS

-0

C

C

ADD

Therapist

BS-53

B re ak

BS

-2 7 036

ADD

Therapist

BS-44

Rec.

Therapist

BS-48

LPN

BS-50

Corridor

BS-96

C

OH Projector by owner

W ai tin g

BS

-1

W ai tin g

BS

-1

Elect.

BS-03

A301 F6

A303 F7

A701 F7

A701 D5

B8 A607

F4 A302

003 004 005 006 007 008 010 011

025 024 022 021 020 019

018 017

032 035

041 039

A A A

A A A B

E

E

KL

Elevator Lobby

BS-91

Corridor

BS-92

Corridor

BS-95

Corridor

BS-94

A608 D3

A608 B3

A608 F1

A608 F5

S. Utility

BS-40

C. Utility

BS-36

A701 F2

A702 D7

A703 F7

B4 A703

D

D

A608 D1

F1 A601 tv tv

Fu tu re

Fu tu re

C hi lle r

Xf or m er

049 050 051 052

F8 A604

IT

BS-04

cl ea r

6'

0"

1'

6" cl ea r

7'

8"

6' - 0" 15' - 4" 8" 20' - 0" 8" 7' - 4" 6' - 6" 7' - 6" 5' - 4" clear

6' - 0"

9'

6"

6'

0" clear

6' - 0" 11' - 2" 10' - 8"

1' - 4"

21' - 4" 21' - 4" 21' - 4" 21' - 4" 21' - 4" 21' - 4" 1' - 4"

10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 2' - 8"

8' - 0" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8"

10' - 8" 10' - 8" 14' - 3" 7' - 1" 3' - 7" 10' - 8" 7' - 1" 3' - 7" 10' - 8"

7' - 1" 5' - 4" 16' - 0" 21' - 4"

1'

4"

1'

4"

10' - 0"

1'

4"

6'

0"

1'

0"

/8

7'

5/ 8"

7'

8"

2' - 2"3' - 6" vif

9' - 4 5/8"

2 2

10' - 8" 10' - 8"

F5 A601

Clo.

BS-45B

1' - 10"

EWC

Existing retaining wall

E E E

E EE

SPD

B-E-28

Elect.

BS-04A

D5 A607

J.3

F

Face of brick existing building

Face of brick bsm't wall

Centerline of col

Face of brick

2'

5"

4' - 7"

A704 C3

Face of existing brick

Working point, intersection of grid lines "K" & "1"

13 13

Vest.

BS-01

130' - 8"37' - 0"

1' - 4"

1' - 4" verify in field 21' - 11"

1' - 0" verify in field 14' - 1"

FEC14

14 EJC #7

EJ #1

5'

0"

EJ

062ladder to sub-basement re: F2/A301

FEC

FEC

Pipe Chase

BS-93

/8

8'

/8

/8

1'

6"

/8 fa ce o f co nc fa ce o f e xi st b ld g

8' - 4"

28' - 8" 8' - 4" vif

5' - 4 7/16"6' - 0 5/16"6' - 11 11/16"

1'

1/

8"

6 1/4" refer to F4/C104 for in-ground canopy lighting line of canopy above

A610 F1 bench

EJ #1

EJ #9

EJ #1

Typical x 4

2' - 8"

RFI #51

8" w all -

RFI #50

4 1/2"

2 1/2"

17' - 0 3/8"16'-8 3/8"

W all in cre as ed to

RFI #

W al l r em ov ed

R em ov e si nk

R em ov e si nk

R em ov e si nk

R em ov e si nk

R em ov e si nk

Remove door

N or th

1/8" = 1'-0" F7 Basement Plan

6" thr ee in ch es on e f oo t thr ee qu ar ter s i nc h = on e f oo t on e a nd on e h alf in ch on e f oo t

6" on e h alf in ch on e f oo t on e q ua rte r in ch on e f oo t on e e igh th inc h = on e f o o t

Project Number

Building Number

Drawing Number

Project Title

Location

Date Checked Drawn

2 3 4 5 6 7

Drawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:

Tompkins Architects, LLC

612 N.W. Kay Drive Lee's Summit, Missouri 64063 Phone: (816) 525-9833 Fax: (816) 524-9005 Email: jet@tom-arch.com 1308 South Main Street

Little Rock, Arkansas 72202 Phone: (501) 378-0059 www.stuckarch.com

CONSULTANTS:

Dwg. of

F

E

D

C

B

A

Jacobs Engineering Office of Facility

Management

10816 EXECUTIVE CENTER DRIVE, SUITE 300

LITTLE ROCK, ARKANSAS 7211-4383

PHONE (501 223-0515 FAX (501) 223-2470

JACOBS PROJECT NO: F3W81800

REVISIONS DATE

AS-BUILT SET 06/25/2012

AS-BUILT DRAWINGS

This document has been prepared based on As-

Built information provided by others. Those relying on this document are advised to obtain independent verification of its accuracy before using it for any purpose.10 /2

2/

:0 4:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksBasement Plan

667-081

100% SubmittalA101

Bldg. 1, South Wing

11 123

Veterans Administration Medical Center

Checker Author

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 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.

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

F All exterior joints around window and door frames, between walls and founds, between walls and roof, between wall panels, at penetration of utilities through the envelope shall be sealed or weather-stripped to prevent air and moisture leakeage and infiltration.

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

H Provide firestopping at all column penetrations - reference specifications.

J Where partitions are removed, patch floor with floor stone as required.

Floor Plan Key Notes 1 Extend partition to centerline of window mullion 2 8" metal stud partition 3 2 hour partition 4 2 hour floor expansion joint cover 5 Not used 6 Not used 7 Dry erase presentation wallcovering full length and height of wall. Top of marker tray mounted at

3'-0". Seams shall be kept to a minimum, and a drawing showing proposed locations of the seams shall be submitted to the Architect for approval.

8 Smoke barrier- one hour rating 9 Provide blocking for TV bracket, coordinate size and height with owner 10 Provide 5/8" gyp bd on 1 7/8" furring channels at 16"oc over existing wall 11 Canopy column 12 Convex mirror, verify exact location with COTR 13 Handrail 14 Existing window to remain in place. Provide 5/8" gyp bd on metal framing infill at window recess.

Apply 5/8" gyp bd over existing plaster wall from inside corner to inside corner. Paint entire south wall. Rework ceiling and flooring to receive new work; replace base.

15 Provide approx 1 1/2" topping slab. Level with first floor slab at door 16 Verify exact location of partition with owner to surround duct work 17 Rework existing carpet at new construction. Reinstall base.

18 Not used 19 6" met. stud partition 20 Glass enclosed bulletin board; Refer to specifications for more information.

21 Smoke partition 22 Provide 20 ga. aluminum cover plate over floor EJ. Attach to one side of floor only & provide 2 hr.

fire barrier at e.j.

23 Work surface at 30" with 4" splash and supports as needed.

0' 4' 8' 16'

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

Dimension Notes A Interior partitions are dimensioned to the outside face or centerline of partition, unless noted otherwise. Do not scale drawings. Questions regarding dimensions shall be reported to the architect.

B Refer to large plans for possible continuation of dimensions.

FLOOR PLAN LEGEND

EWC electric water cooler FEC fire extinguisher cabinets TV television bracket by owner, blocking by general contractor EJ expansion joint EJC expansion joint cover

Addendum #6 - 07/27/09 11/24/091

Addendum #6: Concrete floor slab to be blocked out in Chase Room BS93 on first floor to accommodate chase. Reinforcing steel displaced by block out to be equally distributed on remaining sides of opening. Edges of opening to be notched and have a continuous galvanized L1.5x1.5x1/4 edge angle with 1/2" diameter headed studs at 24" o.c. to support removable 1.5" galvanized metal grating to cover entire opening area.

Opening shall not interfere with concrete beam along Grid 3.

Refer to B4/A610 for knock out panel

@ elev. doors.

RFI, #5 - 01/07/10 01/20/102

5"

3 "As-Built" Document Revisions

8" wall - R

FI #50 3

3 3

06/11/12

4 "As-Built" Document Revisions 10/08/12