Attch 2 - Asbuilts for Basement and 1-South.pdf

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

EQ

EQ

EQ EQ

EQ

EQ

EQ

EQ

EQ EQ

fu ll pl an ks

1'

0"

EQ

EQ

fu ll pl an ks 1'

0"

3 full planks 1' - 0"

3 full planks 1' - 0" fu ll pl an ks

1'

0"

3 full planks

1' - 0" EQ EQ

3 full planks 1' - 0"3 fu ll pl an ks 1'

0" fu ll pl an ks

1'

0" fu ll pl an ks 1'

0"

3 full planks 1' - 0"

3 full planks 1' - 0"

3 full planks

1' - 0" EQ. EQ.

3 full planks 1' - 0" fu ll pl an ks

1'

0"

EQ

EQ

fu ll pl an ks 1'

0" fu ll pl an ks

1'

0" fu ll pl an ks 1'

0"

3 full planks

1' - 0" EQ. EQ.

3 full planks 1' - 0"

Floor Pattern Legend

SVF #1; Refer to Finish Schedule

SVF #2; Refer to Finish Schedule

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 Paint & Floor Pattern Plan

667-081

100% SubmittalA102

Bldg. 1, South Wing

12 123

Veterans Administration Medical Center

Checker Author

1/8" = 1'-0" 1 Basement Paint & Floor Pattern Plan

Paint / Floor Pattern Plan General Notes A All sub-flooring shall be smooth and even; ready to receive specified flooring material.

All crevices created from demolition shall be filled.

B Contractor to verify with Architect transitional strips between different flooring materials if not otherwise noted on finish schedule.

C Contractor to verify starting point and centerlines of floor patterns prior to installation.

D Contractor to verify with Architect and Owner final product finish (i.e. wax, non-wax, etc.)

E Contractor to fill connection at metal door frames. Transition strips and flooring materials with the appropriate color and caulk material.

F Contractor to provide a smooth, clean edge finish at the edge of floor drains.

Coordinate with plumbers and review with Architect.

G Paint colors shall transition at the inside corners only. Review exact location with

Architect.

H Verify soffit color with Architect.

I Contractor shall use continuous roll base unless otherwise noted on finish schedule.

J Paint gypsum board return at windows same color as adjacent wall.

Paint & Floor Pattern Plan Key Notes 1 Transition Strip 2 Accent Paint - PT #2 3 Accent Paint - PT #3 4 Accent Paint - PT #4 5 Visually align planks with column 6 Radius of flooring R= 13'-3" 7 Expansion joint cover 8 Dry erase presentation vinyl wallcovering 9 Marble threshold 10 Radius of flooring R=18'-6"

North

Refer to B4/A610 for knock out panel

@ elev. doors.

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

DN

DN

F1 A204

Psy.

1S-16

Psy.

1S-24

Psy.

1S-28

Psy.

1S-18

Psy.

1S-22

Psy.

1S-20

Clinician 1S-12

Psy.

1S-26

Neuropsy.

1S-14

Corridor 1S-93

Clinician 1S-10

Check-in 1S-55

Women 1S-64

NP

1S-51

NP

1S-53

Group 1S-21

Testing 1S-19

Mech.

1S-23

Social Worker 1S-48

Coordinator 1S-32

Stair #10 1S-36

Med.

1S-38A

Med. Officer 1S-60

Nurse 1S-58

Psych.

1S-54

Nurse 1S-56

Psych.

1S-52

Psych.

1S-50

Nurse 1S-40

Psych 1S-42

Psych 1S-44

Check-in 1S-17

Sto.

1S-34

H G F E D C B

J A

Psy.

1S-30

Social Worker 1S-46

Waiting 1S-15

Group 1S-47

Group 1S-25

C . U til ity

1S -4

Feedback 1S-35

Psy.

1S-33

Men 1S-62

Classroom 1W-50B

Stair #9 1S-06Elevators

1S-08

Corridor 1S-90

C1 A204

BH Sto.

1S-66

Jan.

1S-04

Elev. Lobby 1S-91

C

C

St af f 1S

-4 9A

Corridor 1S-92

A301 C6

A701 B5

A303 F5

F8 A603

B8 A607

F4 A302

104 105 106 107 108 109 110 111

126 125 124 123 122 121

120 119 118 117

135132 133

142 141

102 103 112

A701 F7

Sim

BA A A

A A A B

E

E

F

KL

Nurse 1S-38

Corridor 1S-94

S.

U til ity

1S -3 face of brick centerline of column face of brick centerline of col.

Waiting 1S-63

A702 F7

A702 B7

MAS Off.

1W49A

Office 1W49B

HRM Off.

1W46

Office 1W51

D

D

F1 A601 tv tv

EWC

1'

0"

1'

4"

1'

4"

F8 A604

9' - 5" clear

6' - 0"

8"

6' - 8" 14' - 6"

5' - 0" clear

6' - 0"

2' - 0"

6' - 10"

4"

0"

7'

6" 3'

2" cl ea r

6'

0"

1'

6" cl ea r

7'

8"

EQ

EQ

1' - 4"

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

1' - 4"

1' - 4"

10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 10' - 8" 4' - 8" 6' - 0" centerline of partition (typ)

8'

2"

1' - 10"

6" 6"

B re ak 1S

-4

F5 A601

2'

6" 2'

6"

6" 6"

1' - 10"

A608 B1

A608 F3

E E E

E E E

21' - 4" 1' - 8" 18' - 0"

1' - 8"

1' - 8" 18' - 0"

1' - 8"

1' - 8" 18' - 0"

1' - 8"

1' - 8" 18' - 0" 1' - 8"

2' - 8"

6' - 8" 2' - 8"

IT

1S-02Vest

1S-01

A704 F3

Office 1W-52

Office 1W-50A

3' - 6"

Unassigned 1S-07

A

D5 A607

J.3face of brick existing building face of brick bsm't wall centerline of col face of brick

130' - 8"

9' - 4"

1' - 4" working point, intersection of grid lines "K" & "1"

37' - 0" verify in field 21' - 11"

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

1' - 4"

14 15

1' - 4"

EJC #7

EJC #4

FEC

FEC

9' - 4" centerline sliding doors

9 1/2" 1'

0"

2' - 3 3/4"2' - 3 1/4" 7' - 0 1/4"

3' - 11 1/2"

7' - 0 1/4"7' - 0 1/4"

1'

0"

2'

0" refer to D5/C105 for in-ground canopy lighting line of canopy above

EJC #5

FE

C

A610 E1

EJC #5

EJC #2

EJ#1

EJ#1

DN

DN

1" 1"

Face of wall to edge of counter

W all in cre as ed to

RFI #

8"8"

8"8"

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

4"

4' - 2 1/4"47 3/8"

11' - 9 1/8"11'-5"

2' - 8 1/2"2'-8"

Typ. x 4

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 BrooksFirst Floor Plan

667-081

100% SubmittalA111

Bldg. 1, South Wing

13 123

Veterans Administration Medical Center

Checker Author

1/8" = 1'-0" F3 First Floor N or th

0' 4' 8' 16'

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

NOTE: Refer to sheet A101 for general notes, key notes and floor plan legend.

1 "As-Built" Document Revisions 07/17/12

DNDN

Floor Pattern Legend

SVF #1; Refer to Finish Schedule

SVF #2; Refer to Finish Schedule

EQ EQ

fu ll pl an ks

1'

0"

4 full planks 1' - 4" fu ll pl an ks

1'

0"

10 full planks 3' - 4"

3 full planks 1' - 0"

12 full planks 4' - 0" Remainder

9 full planks 3' - 0"

EQ EQ

fu ll pl an ks

4'

0"

EQ EQ

EQ

EQ

2'

0"

EQ EQ

fu ll pl an ks

1'

0"

3 full planks

1' - 0" EQ. EQ.

3 full planks 1' - 0" fu ll pl an ks

1'

0"

EQ

.E Q

.3 fu ll pl an ks

1'

0" fu ll pl an ks

1'

0"

EQ

EQ

3 full planks

1' - 0" EQ. EQ.

3 full planks 1' - 0"

EQ EQ

EQ

EQ

3 full planks

1' - 0"EQ. EQ.

3 full planks

1' - 0"EQ EQ

9 full planks 3' - 0"

4 full planks 1' - 4"

4" planks overlap at corners

Note: This detail to be carried out at every outside corner and similarly at inside corners

1' - 0" 3' - 8" +/- 1' - 0"

1'

0" 5'

9"

1'

0"

EQ

EQ

EQ EQ

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 BrooksFirst & Second Floor Paint & Floor Pattern

Plan

667-081

100% SubmittalA112

Bldg. 1, South Wing

14 123

Veterans Administration Medical Center

Checker Author

Paint / Floor Pattern Plan General Notes A All sub-flooring shall be smooth and even; ready to receive specified flooring material.

All crevices created from demolition shall be filled.

B Contractor to verify with Architect transitional strips between different flooring materials if not otherwise noted on finish schedule.

C Contractor to verify starting point and centerlines of floor patterns prior to installation.

D Contractor to verify with Architect and Owner final product finish (i.e. wax, non-wax, etc.)

E Contractor to fill connection at metal door frames. Transition strips and flooring materials with the appropriate color and caulk material.

F Contractor to provide a smooth, clean edge finish at the edge of floor drains.

Coordinate with plumbers and review with Architect.

G Paint colors shall transition at the inside corners only. Review exact location with

Architect.

H Verify soffit color with Architect.

I Contractor shall use continuous roll base unless otherwise noted on finish schedule.

J Paint gypsum board return at windows same color as adjacent wall.

Paint & Floor Pattern Plan Key Notes 1 Transition Strip 2 Accent Paint - PT #2 3 Accent Paint - PT #3 4 Accent Paint - PT #4 5 Visually align planks with column 6 Radius of flooring R= 13'-3" 7 Expansion joint cover 8 Dry erase presentation vinyl wallcovering 9 Marble threshold 10 Radius of flooring R=18'-6"

1/8" = 1'-0" D3 First Floor Paint & Floor Pattern Plan

1/8" = 1'-0" D1 Second Floor Paint & Floor Pattern Plan

3/4" = 1'-0" F1 Floor Pattern Detail

1/4" = 1'-0" 1 Elevator Cab Floor Pattern

OMIT as per RFI #5

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

H

G F E D C B

J

A

Built-up roofing on tapered insulation cricket @ 1/8 in/ft

Stair #9 2S-04

Elev. Lobby 2S-02

Elevator 2S-03

Corridor 2S-01

RDRDRD

Sl op e

1/ in ./f t

Sl op e

RDRDRD

1/ in ./f t

Sl op e A301

F3

F8 A603

B8 A607

F4 A302

2 2 2 2

2222211

G ridge line

KL

1/ in ./f t

Sl op e

10' - 8"

12 3 3

RD overflow roof drain

RD

overflow roof drain

F1 A601

F8 A604

F5 A601

C3 A609

Sim.

C3 A609

Sim.

C3 A609

Sim.

D5 A607

J.3

8 9 10 removable cmu wall for future corridor

RD

1 sim.

roof over entry vestible refer to C6/ A301

Gyp. bd. and metal stud infill to match adj. surfaces

NOTE:

Refer to sheet A101 for keynotes for work on second floor

NOTE:

Existing roof deck may slope, provide tapered insulation to drain as indicated

EJC #4

13' - 8" sim.

existing exp. joint new deckexisting deck

Sl op e

Slope

Slope Slope

Sl op e

Slope

Sl op e

Sl op e Slope

Sl op e Sl op e

EJC #2

EJ #1

EJ #1

3 3 3

18 18

D3

A124

F2

A123

W all in cre as ed to

RFI #

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

3/4" treated plywd

Cant

Metal panel

Scupper flange set in urethane sealant

Mod. bitumen sealant

Metal counter flashing

Metal scupper surround

Face brick

8"

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksSecond Floor/Roof Plan

667-081

100% SubmittalA121

Bldg. 1, South Wing

15 123

Veterans Administration Medical Center

Checker Author

Roof General Notes

A Contractor shall field verify all dimensions and report any discrepancies.

B Unless otherwisenoted, any note, detail, or feature indicated for one condition shall be applicable for all alike and similar conditions.

C The approximate location of roof devices and penetrations are shown on the plans for information only. The Contractor shall be responsible for understanding the actual location of these and all other items prior to beginning construction.

D Do not apply roffing system to wet, damp or frozen deck.

E Maintain existing building weatherproofing at all times. Schedule and regulate all activities in order to complete each days work in weather-tight condition. Protect all penetrations through existing roof at all times.

Contractor to keep roof and building weather-tight during course of work.

F Remove only that portion of the exiting roofing system necessary to accommodate new construction. Install roffing manufacturer's termination system as a means to protect existing roofing system.

Roof Key Notes

1 Scupper: 8" x 16", refer to D7/A121.

2 Column surround, refer to D7/A122.

3 Column surround at parapet similar to D7/A124.

4 4" cant.

5 ETO extended thru roof by others (n.i.c.). Curb & flashing in this contract. Refer to F3/A122. Verify exact location in field.

6 Exhaust Fan by others (n.i.c.). Curb & Flashing in this contract. Refer to F5/A122.

7 Roof Vent by others (n.i.c.). Flashing in this contract. Refer to C3/A122.

8 Flashing at window sill. Refer to D1/A122.

9 Flashing at door sill. Refer to B1/A122.

10 Flashing at stair tower wall. Refer to F1/A122.

11 Expansion Joint at column surround at gridline H. Refer to F7/A123.

12 Expansion Joint at column surround at Gridline J. Refer to F4/A123.

13 Plumbing vent thru roof. Refer to D5/A122. Refer to Plumbing drawings for exact locations.

14 Steam vent thru roof. Refer to Detail D2/A123.

15 Flashing @ existing building wall, refer to F3/A124.

16 Roof expansion joint, Refer to F2/ A123.

17 Flashing at existing building wall, refer to F2/A124.

18 Coping by storefront mfr.

19 Roofing turned up at higher deck. Refer to F6/A124 for south transition.

20 Roofing turned up at higher deck. Refer to C6/A124 for west transition.

21 Existing higher concrete roof deck to remain. Field verify all elevations and slope conditions and report any discrepancies.

22 2" expansion joint. Refer to F5/A124

N or th

1/8" = 1'-0" F1 2nd Floor / Roof Plan

1 1/2" = 1'-0" D7 Overflow Scupper

UP

Yes to remain.

No work. Revise to look like C3/A301.

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

2 "As-Built" Document Revisions 07/18/12

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

24" X 24" piece of membrane

Roof deck flashing cement, utility cement, or hot asphalt

Deck flange secured to deck

Strainer basket

Gravel stop flange and sleeve Sealant furnished with drain Roof insulation (tapered to provide drain sump)

Flashing clamping ring

Neoprene flexible bellows body

Pipe penetration Membrane cap

Aluminum tape (see note)

Flashing membrane

Fastener per mfr.

Base flashing, hot-air welded

Roof membrane

Structural deck

Insulation fastended securely

Air/vapor barrier (as required) Notes:

1. Aluminum tape is required if existing penetration is contaminated.

2. Vapor barrier shall be sealed at edges.

8" M in metal exhaust fan cover by others treated 2 x 12 treated 2 x 6's exhaust fan flange by others turn flashing up and over wood curb flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck see structural for deck support treated wood of size as required metal ETO duct by others treated 2 x 12 treated 2 x 6's turn flashing up and over wood curb flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck see structural for deck support treated wood of size as required temperature appropriate elastomeric sealant umbrella, min. 24 ga.

Field Verify duct size.

counterflashing screwed to metal duct with neoprene washers heat stack by others storm collar set in mastic, prime flange, min. 24 ga.torch applied modified membrane flashing ply 9" min. on field base flashing ply 6" min. on field see structural for deck support umbrella, min. 24 ga.

flue cap by others drawband around umbrella collar melted modified bitumen set pans on bead of melted modified bitumen or plastic cement temperature appropriate elastomeric sealant roof membrane roofing membrane on tapered insulation on concrete deck

Metal Coping

Treated wd blkg & plywd of thicknesses req'd

Steel Wide Flange Column, See Struct.

for Exact Size

Hat Channel

Roofing 4" Cant

Tapered Insulation

Concrete Roof Deck

Flashing

8"

1 5/8" Metal Stud around Col.

Field Verify

2'

" Metal Panel

5/8" Treated Plywood

Hat Channel

4" Cant Below

1 5/8" Metal Studs anchored to Col.

5/8" Treated Plywood

Metal Panel

Steel Wide Flange Column, See Struct.

for Exact Size

Section

Plan

Deck 24' - 6"

TOS 27' - 4"

3/

4"

Second Floor / Roof 24' - 6"

Parapet 27' - 6 3/4"

4.5

2 piece metal flashing. Top of counter flashing set in masonry joint 2 1/2" min.

flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck

Second Floor / Roof 24' - 6"

Parapet 27' - 6 3/4"

4.5

2 piece metal flashing. Top of counter flashing set in masonry joint 2 1/2" min.

flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck special shape at door sill to align with adjacent window sill;

submittal requ'd

3'

3/

4"

Second Floor / Roof 24' - 6"

Parapet 27' - 6 3/4"

4.5

2 piece metal flashing. Top of counter flashing set in masonry joint 2 1/2" min.

flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksRoof Details

667-081

100% SubmittalA122

Bldg. 1, South Wing

16 123

Veterans Administration Medical Center

Checker Author

1 1/2" = 1'-0" A5 Roof Drain

1 1/2" = 1'-0" D5 Plumbing Stack

1 1/2" = 1'-0" F5 Roof Flashing at Exhaust Fan

1 1/2" = 1'-0" F3 Roof Flashing at ETO

1 1/2" = 1'-0" C3 Roof Flashing at Exhaust Vent

1 1/2" = 1'-0" D7 Detail Column @ Roof

3/4" = 1'-0" D1 Roof Flashing @ Stair Tower Window Sill

3/4" = 1'-0" B1 Roof Flashing @ Roof Access Door

3/4" = 1'-0" F1 Roof Flashing @ Stair Tower Wall

J H

Hat Channel

4" Cant Below

1 5/8" Metal Studs anchored to Col.

5/8" Treated Plywood

Metal Panel

Concrete Column, See Struct.

for Exact Size

6" wide expansion joint with 2 hr firestopping -see exp, joint detail

Ridge line of exp. jt. curb cap

Vertical side of exp. jt

Cant at exp. joint curb

Grid Lines

5"

1' - 4"

Grid Lines

Metal Coping

Treated wd blkg & plywd of thicknesses req'd

Hat Channel

Roofing

4" Cant

Two Piece Flashing

1 5/8" Metal Stud around Col.

Metal Panel

Concrete Col. - see struct. for exact size

Conc. Roof Deck, See Structural.

Construct one side only of roof expansion joint curb at north side of extended column. See roof exp. jt.

detail for balance of notes

RE:(F2/A123)

Two piece flashing to allow movement, submittals required.

Conc. Roof Deck - See Structural.

5"

2 hour firestopping

Conc. Column Extended above roof deck

6" exp. jt. beyond column6"

J H

3"

Plan

Section

Deck 24' - 6"

TOC 27' - 4"

3/

4"

5/8" treated plywood

6 1/2" 8 1/4"

" M in

Roof

Roof membrane

2" Metal storm collar Stainless steel pipe clamp Non-hardening sealant

Refer to mechanical drawings for pipe size, type, and exact location

Base flashing

3-ply roofing felt sealed with steep asphalt

Set in sealant see structural for deck support expansion joint

6"

8" M in metal flashing and counter flashing flashing ply 9" min. on field base flashing ply 6" min. on field

4" cant strip roofing membrane on tapered insulation on concrete deck termination bar anchored at 16" o.c.

continuous sealant parapet beyond compressible insulation continuous 2 hr. firestopping provide 2 piece coping from exist. wall to new parapet to allow 6" movement;

submittals required.

6" exp. jt. beyond face of existing building metal flashing beyond, attach to parapet wall

HJ

5"

Hat Channel

4" Cant Below

1 5/8" Metal Studs anchored to Col.

5/8" Treated Plywood

Metal Panel

Steel Wide Flange Column, See Struct. for Exact Size

6" wide expansion joint with 2 hr firestopping - see exp, joint detail

2 hr firestopping at open space north of column at roof deck

Ridge line of exp. jt. curb cap

Vertical side of exp. jt

Cant at exp. joint curb

Grid Lines

6"5"

HJ

1' - 4" Center of Wide Flange Column

Grid Lines

Metal Coping

Treated wd blkg & plywd of thicknesses req'd

Steel Wide Flange Column, See Struct.

for Exact Size

Hat Channel

Roofing

4" Cant

Two Piece Flashing

1 5/8" Metal Stud around Col.

Metal Panel

5/8" Treated Plywood

Column Web

Profile of exp. jt curb beyond column

2 Hour Firestopping

Conc. Roof Deck, See Structural.

Construct one side only of roof expansion joint curb at north side of extended column. See roof exp. jt.

detail for balance of notes

RE: (F2/A123)

Two piece flashing to allow movement, submittals required.

Conc. Roof Deck - See Structural.

5"

2 hour firestopping

Steel Wide Flange Column Extended above roof deck

6" exp. jt. beyond column 6"

5"

Plan

Section

TOS 27' - 4"

Deck 24' - 6"

3/

4"

Multiple-ply built-up roof membrane

HPR modified membrane flashing ply 6" min. on field

Metal cap secured approx.

12" O.C. with fasteners and neoprene washers

Chamfer each side of wood curb to drain

Premanufactured metal cap expansion joint cover

HPR flashing fastened 8" O.C.

Compressible insulation

Insulations staggering all joints fasten according to specification

Wood cant fastened to nailer

Concrete Roof Deck

Flexible vapor retarder to serve as insulation retainer;

attach to top of curb

Base flashing ply 3" min. on field

6"

H

5"

J

2 hour firestopping

8" M in

Cut from 2 x 12

5"

Grid Lines

L

6" face of existing building provide 2 piece coping from exist.

wall to new parapet to allow 6" movement; submittals required.

concrete wall face brick weather resistant membrane on 2" rigid insulation

EJ #1

4" cant below exp. joint below cont. sealant treated 2 x 12 rooftop unit - see mech.

dwgs for notes regarding seismic bracing, isolator details, weather seal, etc.

treated wood of size as required bracing restraint bolts with neoprene washers base flashing ply 6" min. on field4" cant strip anchor pre-manufactured curb to concrete, see mech dwgs for seismic requirements.

roofing membrane on tapered insulation on concrete deck gasketed screws, typical sealant metal flashing flashing ply 9" min. on field treated 2 x 6's

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksRoof Details

667-081

100% SubmittalA123

Bldg. 1, South Wing

17 123

Veterans Administration Medical Center

Checker Author

1 1/2" = 1'-0" F7 Roof Exp. Joint @ Col. J/4.1

3" = 1'-0" D2 Steam Pipe Roof Penetration

1 1/2" = 1'-0" F1 Roof to Existing Wall - 6" EJ

1 1/2" = 1'-0" F4 Roof Exp. Joint @ Col. H

3" = 1'-0" F2 Roof Expansion Joint

1 1/2" = 1'-0" C1

Plan - Parapet @ NW Corner of Stair Tower

1 1/2" = 1'-0" B2 Roof Curb @ HVAC Unit metal flashing and counter flashing flashing ply 9" min. on field base flashing ply 6" min. on field

4" cant strip roofing membrane on tapered insulation on concrete deck existing concrete deck termination bar anchored at 16" o.c.

continuous sealant face of existing building see structural for deck support exp. jt.

2"

8" M in metal flashing and counter flashing flashing ply 9" min. on field base flashing ply 6" min. on field 4" cant strip roofing membrane on tapered insulation on concrete deck termination bar anchored at 16" o.c.

continuous sealant face of bldg. addition compressible insulation continuous 2 hr. firestopping flashing ply 9" min. on field base flashing ply 6" min. on field flashing ply 9" min. on field base flashing ply 6" min. on field roofing membrane on tapered insulation on concrete deck new steel beam, refer to structural vertical channels - see structural, infill with 6" metal suds cont. angle welded to channels - see structural cont. angle welded to channels - see structural turn base flashing & flashing ply up vert. surface & attach to wood blkg.

cont. metal cleat fastened 6" o.c.

prefinished metal edge set in roof cement, nailed 3" o.c.

5/8" treated plywood batt insulation exist. concrete joists roofing membrane on tapered insulation on concrete deck exist conc roof deck new steel beam, refer to structural bent plate with trhu bolts - see struct.

4" cant

5" watertight sheet metal rain collar overlapping penetration pocket, min. 24 ga.

torch applied modified membrane flashing ply

9" min. on field base flashing ply 6" min. on field see structural for deck, beam and pipe new drawband melted modified bitumen set pans on bead of melted modified bitumen or plastic cement roofing membrane on tapered insulation on concrete deck non-shrink grout

4" sheet metal pitch pan soldered/welded watertight 4" min. height sealant pourable sealant refer to structural for steel members at fall protection post base flashing ply 6" min. on field turn base flashing & flashing ply up vert. surface & attach to wood blkg.

cont. metal cleat fastened 6" o.c.

prefinished metal edge set in roof cement, nailed 3" o.c.

flashing ply 9" min. on field base flashing ply 6" min. on field roofing membrane on tapered insulation on concrete deck

4" cant roofing membrane on tapered insulation on concrete deck exist conc roof deck exist. concrete beam flashing ply 9" min. on field

5" sealant aluminum curtain wall spandrel panel

8" met. studs @ 16" o.c.

27' - 6 3/4" elev.

top of coping

26' - 3"

4" cant existing roof slab and spandrel beam.

aluminum coping at top of curtain wall attach coping to metal studs per curtain wall mfr's recommendations roofing membrane on insulation on existing concrete deck

5/8" treated plywood assumed elevation of existing roof deck - verify turn roofing plies up behind coping and attach

Treated wood blkg as req'd.

Tower Parapet 52' - 3 3/8" blocking as required metal coping concrete or cmu wall metal flashing and counter flashing flashing ply 9" min. on field base flashing ply 6" min. on field

4" cant strip roofing membrane on tapered insulation on concrete deck see structural for deck support 1"

1" expansion joint termination bar anchored at 16" o.c.

continuous sealant face of existing building

Alum. shape by curtain wall mfr.

identical to coping at curtain wall sealant - b.s.

bent plate re: structural

6" met. stud re: structural existing conc. deck and spandrel beam

27' - 6 3/4" elev.

top of coping

4" cant roofing membrane on insulation on existing concrete deck

5/8" treated plywood

26' - 3" assumed elevation of existing roof deck - verify brick veneer turn roofing plies up behind coping and attach attach coping to metal studs per curtain wall mfr's recommendations

Treated wood blkg as req'd.

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksRoof Details

667-081

100% SubmittalA124

Bldg. 1, South Wing

18 123

Veterans Administration Medical Center

Checker Author

1 1/2" = 1'-0" F2 Roof to Existing Wall

1 1/2" = 1'-0" F5

Roof @ West Entry Vestubule 2" EJ

1 1/2" = 1'-0" F6

South Transition - Exist. Deck to New Deck

1 1/2" = 1'-0" C1 Roof Flashing at Fall Protection

1 1/2" = 1'-0" C6

West Transition - Exist. Deck to New Deck

1 1/2" = 1'-0" D3 Coping - Exist. Roof Slab @ Curtain Wall

1 1/2" = 1'-0" D2 Metal Coping Detail - 4th Floor Roof

1 1/2" = 1'-0" F3 Roof to Existing Wall - 1" EJ

1 1/2" = 1'-0" B3 Coping - Exist. Roof Slab at Face Brick

11/24/09Addendum #9, CLIN 0007 - 08/26/091

DELETE - ADDENDUM #9

Basement 0' - 0"

First Floor 12' - 3"

Second Floor / Roof 24' - 6"

Third Floor 37' - 7 1/2"

Fourth Floor / Roof 49' - 2 5/8"

Fifth Floor 60' - 9 3/4"

Sixth Floor 72' - 4 7/8"

Seventh Floor 84' - 0"

Eighth Floor 95' - 7 1/8"

Ninth Floor 111' - 4 1/8"

Tenth Floor 122' - 11 1/4"

HGFEDCBA

Parapet 27' - 6 3/4"

A602 C8

K L

Face brick

Precast Concrete

Scupper

Alum. window

Metal coping

Grade

Face brick

Alum. storefront metal coping

Existing building

Future four story addition

Future elevator tower addition

Masonry CJ masonry cj

Roof access door beyond existing portion of east wall to remain tooth-in salvaged brick to match exist. coursing salvage brick this wall only new precast coping

Fence existing retaining wall exterior steps, re: C105

Tower Parapet 52' - 3 3/8"

Low Tower Parapet 51' - 8" light fixture light fixture railing @ ramp alum. panel system

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksEast Building Elevation

667-081

100% SubmittalA201

Bldg. 1, South Wing

19 123

Veterans Administration Medical Center

Checker Author

1/8" = 1'-0" F1 East Building Elevation

ADDENDUM #9, CLIN 0007

11/24/09Addendum #9, CLIN 0007 - 08/26/091

Ad de nd um

9, C

LI

N

7:

D el et ed th e in di ca te d Th ird F lo or c on st ru ct io n in it s en tre ty . T he th ird fl oo r p la n sh al l n ow b ec om e th e

Se co nd F lo or

Pl an w ith th e el ev at or e qu ip m en t r oo m a nd s ta ir la yo ut b ei ng th e sa m e as th e pr ev io us th ird fl oo r.

Al l w or k at th e ex is tin g th ird fl oo r s ha ll be s im ila r t o th e fo ur th fl oo r w he re th er e w ill be a n ew d oo r t o th e ro of o f t he e le va to r t ow er fr om th e ex is tin g bu ild in g.

A t t he s ec on d flo or th o nl y w or k in th e ex is tin g bu ild in g w ill be to b lo ck in th e w in do w s an d re fin is h th e ex te rio r w al ls o f t he a ffe ct ed ro om s.

Canopy removed as per Adendum #9, CLIN 0007

2 "As-Built" Document Revisions 07/18/12

First Floor 12' - 3"

Second Floor / Roof 24' - 6"

Third Floor 37' - 7 1/2"

Fourth Floor / Roof 49' - 2 5/8"

Fifth Floor 60' - 9 3/4"

Sixth Floor 72' - 4 7/8"

Seventh Floor 84' - 0"

/8

/8

/8

/8

/2

Eighth Floor 95' - 7 1/8"

Ninth Floor 111' - 4 1/8"

Tenth Floor 122' - 11 1/4"

/8

/8

5 4 3 2 16

Parapet 27' - 6 3/4"

Face brick

Precast concrete

Alum.

window

Metal coping

Grade

Canopy beyond

Existing retaining wall beyond

Painted HM Door face brick precast concrete metal coping grade

Future four story addition future elevator tower addition masonry cj louver

Fence w/ gate masonry cj masonry cj light fixture light fixture

Future stair tower addition light fixture alum. panel system 1" insul. glass in alum. storefront

SOUTH ENTRANCE

building signage 12 " letters place on both sides of exist retaining wall

SOUTH ENTRANCE

building signage 12 " letters on face of stair wall beyond

ADDENDUM #9, CLIN 0007

Canopy removed as per Addendum #9, CLIN 0007

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksSouth Building Elevation

667-081

100% SubmittalA202

Bldg. 1, South Wing

20 123

Veterans Administration Medical Center

Checker Author

1/8" = 1'-0" F3 South Building Elevation

11/24/09Addendum #9, CLIN 0007 - 08/26/091

Addendum #9, CLIN 0007: Deleted the indicated Third Floor construction in its entrety. The third floor plan shall now become the Second Floor Plan with the elevator equipment room and stair layout being the same as the previous third floor. All work at the existing third floor shall be similar to the fourth floor where there will be a new door to the roof of the elevator tower from the existing building. At the second floor th only work in the existing building will be to block in the windows and refinish the exterior walls of the affected rooms.

First Floor 12' - 3"

Second Floor / Roof 24' - 6"

Third Floor 37' - 7 1/2"

Fourth Floor / Roof 49' - 2 5/8"

Fifth Floor 60' - 9 3/4"

Sixth Floor 72' - 4 7/8"

Seventh Floor 84' - 0"

Eighth Floor 95' - 7 1/8"

Ninth Floor 111' - 4 1/8"

Tenth Floor 122' - 11 1/4"

H G F E D C BJ A

Parapet 27' - 6 3/4"

KL

Face brick

Precast concrete match existing metal coping

Alum. storefront

Face brick

Precast concrete

Alum. window

Metal coping

Grade

Existing building Future four story addition

Future elevator tower addition masonry cj Scupper

1" exp. jt.

Tower Parapet 52' - 3 3/8" light fixture light fixture alum. panel system

ADDENDUM #9, CLIN 0007

Canopy removed as per Addendum #9, CLIN 0007

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 5:

P

M

Shreveport, Louisiana

01/20/2010

Outpatient Mental Health Improvements Overton BrooksWest Building Elevation

667-081

100% SubmittalA203

Bldg. 1, South Wing

21 123

Veterans Administration Medical Center

Checker Author

1/8" = 1'-0" F1 West Building Elevation

11/24/09Addendum #9, CLIN 0007 - 08/26/091

Addendum #9, CLIN 0007: Deleted the indicated Third Floor construction in its entrety. The third floor plan shall now become the Second Floor Plan with the elevator equipment room and stair layout being the same as the previous third floor. All work at the existing third floor shall be similar to the fourth floor where there will be a new door to the roof of the elevator tower from the existing building. At the second floor th only work in the existing building will be to block in the windows and refinish the exterior walls of the affected rooms.

First Floor 12' - 3"

Second Floor / Roof 24' - 6"

Third Floor 37' - 7 1/2"

Fourth Floor / Roof 49' - 2 5/8"

HGFEDCB JA

C1 A204

Parapet 27' - 6 3/4"

K

Feedback 1S-35

Group 1S-47

Mech.

1S-23

NP

1S-51

NP

1S-53

Check-in 1S-55

Waiting 1S-63

Men 1S-62 Corridor

1S-90 Classroom 1W-50B

Men

BS-62

Intake

BS-63

ADD

Therapist

BS-53

ADD

Therapist

BS-51

Mech.

BS-23

Group

BS-45

Stair #10

BS-34

A303 F1

Sub Basement built-up roofing on textured insul.

J.3

Tower Parapet 52' - 3 3/8"

Low Tower Parapet 51' - 8"

NOTE: refer to Structural for foundation details

ADDENDUM #9, CLIN 0007

Basement 0' - 0"

First Floor 12' - 3"

Second Floor / Roof 24' - 6"

Third Floor 37' - 7 1/2"

Fourth Floor / Roof 49' - 2 5/8"F1

A204

5 4 3 2 16

Parapet 27' - 6 3/4"

A602 F8

Psy.

1S-20

Group 1S-21

NP

1S-51

Psych.

1S-50

LPN

BS-50ADD

Therapist

BS-51

Exam/ Med

BS-21

Director

BS-20

metal coping precast belt course match existing top of sill built-up roofing on textured insul.

existing retaining wall

Tower Parapet 52' - 3 3/8" existing building beyond aluminum composite panel aluminum storefront aluminum panel system masonry cj

ADDENDUM #9, CLIN 0007

All canopies removed as per Addendum #9, CLIN 0007

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

RE…