18- Building 217 - Clinic Details.pdf

SE

CT

IO

N

VIE

W

PL

AN

VI

EW

SE

CT

IO

N

VE

IW

LINE OF CONCRETE

SLAB

LINE OF

CEILING

EXISTING METAL STUD AT 16"

ON CENTER. EXTEND TO

METAL WALK-ON DECK.

EXISTING METAL RUNNER.

SECURE TO CONCRETE SLAB

24" ON CENTER.

EXISTING (1) LAYER OF 5/8" TYPE

X GYPSUM BOARD AT EXPOSED

SIDE OF METAL STUDS. EXTEND

TO UNDERSIDE OF METAL DECK.

ACOUSTICAL SEALANT AT

BOTH SIDES

FLOOR STRUCTURE ABOVE -

PARTITION TO ATTACH TO

UNDERSIDE OF DECK

TY

P.6"

EXISTING METAL STUD AT 16"

ON CENTER

EXISTING METAL RUNNER.

SECURE TO CONCRETE SLAB

24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM

BOARD ON BOTH SIDES OF METAL

STUDS

EXISTING SOUND

ATTENUATION INSULATION AS

REQUIRED

ACOUSTICAL SEALANT AT

BOTH SIDES

INSTALL 5/8" TYPE X GYPSUM

BOARD

INSTALL 18 GA GALVANIZED

STEEL SHEET

EXISTING METAL STUD AT 16"

ON CENTER

EXISTING METAL RUNNER.

SECURE TO CONCRETE SLAB

24" ON CENTER.

(1) LAYER OF 5/8" TYPE X GYPSUM

BOARD ON BOTH SIDES OF METAL

STUDS

EXISTING SOUND

ATTENUATION INSULATION AS

REQUIRED

ACOUSTICAL SEALANT AT

BOTH SIDES

INSTALL 5/8" TYPE X GYPSUM

BOARD

INSTALL 18 GA GALVANIZED

STEEL SHEET

1'

- 0

2'

- 0

INSTALL 5/8" CEMENT BOARD

INSTALL 18 GA GALVANIZED

STEEL SHEET

1'

- 0

4'

- 0

INSTALL PT-1 OVER CEMENT

BOARD

EXISTING METAL STUD AT 16"

ON CENTER. EXTEND TO

METAL WALK-ON DECK.

EXISTING METAL RUNNER.

SECURE TO CONCRETE SLAB

24" ON CENTER.

EXISTING (1) LAYER OF 5/8" TYPE

X GYPSUM BOARD AT EXPOSED

SIDE OF METAL STUDS. EXTEND

TO UNDERSIDE OF METAL DECK.

ACOUSTICAL SEALANT AT

BOTH SIDES

TY

P.6"

INSTALL 5/8" CEMENT BOARD

INSTALL 18 GA GALVANIZED

STEEL SHEET

2'

- 0

4'

- 0

INSTALL PT-1 OVER CEMENT

BOARD

A B C D

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO. 04/21/2025

ARCHITECTURAL - PARTITION TYPES RENOVATIONS TO

BUILDING 217 - CLIN005

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE501

50% DESIGN

DEVELOPMENT

23-00936C25223C0071

Revisions: Date:

50% DESIGN DEVELOPMENT 04/21/2025

1" = 1'-0"1

PARTITION TYPES

FE

C

FE

C

FEC

FEC

K

M

L

N

O

P

Q

S

R

1515.11617

179 SF

EXAM

1A109

178 SF

EXAM

1A108

168 SF

EXAM

1A107

182 SF

EXAM

1A106

179 SF

EXAM

1A105

253 SF

WAITING

ROOM/LIBRARY

1A104

127 SF

VITALS

1A142

113 SF

SOCIAL

WORKER

1A111

77 SF

TOILET

1A112

0"

0"

0"

0"

0"

130 SF

WORK

ROOM

1A141

A E

.3

187 SF

RECEPTION

1A104A

7'

- 3

/16

9'

- 7

0"

7'

- 7

5/ 8"

8' - 6 3/4"

5'

- 1

1 1 /16

5'

- 1 1 1

/8"

9'

- 9

7/

8'

- 7

1A105

1A106

1A104C

1A104A

1A142

1A107 1A141

1A111

1A108

1A109 1A112

1A

3B

/3 AE401.2

2' - 0 5/8"

A E

.2

A E

.2

A E

.3

/5 AE401.2

A E

.2

AE401.1

AE401.1

AE401.4

AE551

A E

.3

1A103E

1A103D

1A103C

1A104B

1A

6' - 1 3/4"

A E

8'

- 6

1/

A. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK –

GENERAL NOTES” REGARDING THE VA’S DISCRETION IN SELECTING

WORK TO BE DONE AFTERHOURS/OFF-HOURS.

B. REFER TO GI002 “CONSTRUCTION PERIOD SCHEDULING OF WORK

C. REFER TO GENERAL NOTES ON GI001 AND GI002.

D. REFER TO SHEET SERIES AF AND QH FOR FINISHES AND EQUIPMENT.

E. REFER TO SHEET ANNN FOR DETAILS FOR WALL GUARDS, CRASH

RAILS, HANDRAILS, INTEGRAL COVE BASE, CORNER GUARDS.

F. REVIEW THIS DRAWING IN CONJUNCTION WITH CORRESPONDING

FIRE PROTECTION, PLUMBING, MECHANICAL AND ELECTRICAL

DRAWINGS FOR FULL SCOPE OF CONSTRUCTION WORK.

G. UNLESS OTHERWISE NOTED ALL WALLS TO BE TYPE '1'. REFER TO

SHEET AE501 FOR PARTITION TYPES.

H. REFER TO SHEET AE601 FOR DOOR AND WINDOW SCHEDULES.

I. ALL DIMENSIONS ARE TO THE FINISHED FACE.

J. SEAL/FIRESTOP ALL OPENINGS IN ALL FIRE RATED WALLS TO

CREATE A CONTINUOUS SYSTEM. INCLUDES ALL EXPOSED CONDUIT

AND PIPING.

K. EACH PARTITION NOTED TO CARRY AN ACOUSTIC RATING SHALL

CARRY THAT RATING IN THE ENTIRETY OF ITS CONSTRUCTION TO

CREATE A CONTINUOUS SYSTEM. INCLUDES PLACEMENT AND

SEALING OF PENETRATIONS, JUNCTION BOXES, ETC. UNLESS NOTED

OTHERWISE, PARTITIONS SHALL EXTEND TO THE STRUCTURE ABOVE

AND ACCOMMODATE ITS PROFILE.

L. NEW DOOR INSTALLATIONS SHALL COMPLY WITH THE FOLLOWING

UNLESS OTHERWISE NOTED: (A) ON THE PUSH SIDE OF DOORS:

PROVIDE A MINIMUM CLEARANCE OF 12" AT THE LOCK/LATCH SIDE

FACE OF DOOR FRAME OPENING TO ANY FIXED CONSTRUCTION

THAT WOULD BE ADJACENT TO THE FACE OF PARTITION. (B) ON THE

PULL SIDE OF DOORS: PROVIDE A MINIMUM CLEARANCE OF 18" AT

THE LOCK/LATCH SIDE FACE OF DOOR FRAME OPENING TO ANY

FIXED CONSTRUCTION THAT WOULD BE ADJACENT TO THE FACE OF

PARTITION. (C) IN METAL FRAMED GYPSUM BOARD PARTITIONS

TYPICALLY ON THE PULL SIDE OF DOORS WHERE THE HINGE SIDE OF

A DOOR FRAME IS PLACED ADJACENT TO ANY FIXED CONSTRUCTION,

LOCATE THE DOOR SIDE FRAME OPENING 4" FROM THE FIXED

CONSTRUCTION.

M. PROVIDE METAL BACKING PLATE AT ALL WALL MOUNTED ITEMS, SEE

EQUIPMENT PLANS AND SCHEDULES.

N. NEW SUBSURFACE FLOOR PREPARATION: THE EXISTING CONCRETE

FLOOR SUB-SURFACES RESULTING FROM THE REMOVAL OF OLD

FLOOR FINISHES (I.E., CERAMIC TILE, VCT, MASTICS, VINYL SHEETS,

ABATEMENTS, CARPETING, ETC.) OR GOING OVER CONCRETE FLOOR

REPAIRS OR INFILLS SHALL BE ENTIRELY SKIM COATED TO A

SMOOTH AND LEVEL FINISH, TO BE LEVEL WITH ALL ADJACENT

FLOOR SURFACES REQUIRING EXISTING FLOOR FINISH REMOVALS

AND/OR NEW FLOOR FINISHES, SUCH THAT THE FINAL FINISHED

FLOORS ARE SMOOTH AND LEVEL AND HAVE FINISH TRANSITIONS AS

SHOWN AND INTENDED. FOR BIDDING PURPOSES, FLOOR SKIM

COATING SHALL BE FIGURED AT 3/4” THICKNESS AVERAGE

O. FURRED PARTITIONS EXTEND TO STRUCTURE ABOVE, UNLESS

NOTED OTHERWISE.

GENERAL NOTES FLOOR PLAN

EXISTING

CONSTRUCTION

TO REMAIN

NEW PARTITION

WALL

MATCHLINE

LIMITS OF NEW

CONSTRUCTION

FIRE

EXTINGUISHER

CABINET - REFER

TO DETAIL AE561

FLOOR PLAN LEGEND

4'

- 0

4'

- 0

4' - 0" 2" 4' - 0" 2"

AE542

Sim

1 2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

A

B

C

D

E

F

A

B

C

D

E

F

CONSULTANT ARCHITECT/ENGINEER OF RECORD STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Drawing Title

Approved: Project Director

Phase Project Title Project Number

Building Number

Drawing NumberLocation

Issue Date Checked Drawn

VA FORM 08-6231

REVIEW ONLY - NOT FOR CONSTRUCTION

Bancroft Project No. VA CONTRACT NO.

BUILDING 217 KEY PLANN

12/06/2024

ARCHITECTURAL - ENLARGED PLAN -

PRIMARY CARE CLINIC & ENTRANCE LOBBY

RENOVATIONS TO

BUILDING 217

EDWARD J. HINES JR. VAMC

CZ CR

578-20-002

AE401

100% CONSTRUCTION

DOCUMENTS

23-00936C25223C0071

N 1/8" = 1'-0"

ARCHITECTURAL - ENLARGED PLAN - PRIMARY CARE CLINIC & ENTRANCE LOBBY

Revisions: Date:

30% SCHEMATIC DESIGN 11/23/2023

60% DESIGN DEVELOPMENT 05/08/2024

90% CONSTRUCTION DOCUMENTS 08/23/2024

100% CONSTRUCTION DOCUMENTS 12/06/2024

1/2" = 1'-0"2

WHEELCHAIR CORRAL ELEVATION

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Polygonal Line

VHAHINWalshA Polygonal Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Line

VHAHINWalshA Polygonal Line

VHAHINWalshA Text Box Install 18 gauge sheet metal - 2' aff along exterior walls (red lines), 1' aff along interior walls (blue lines).

Cut sheets for all penetrations (outlets, data drops, radiator piping, etc.) < 3/16" gap.

VHAHINTumpiJ Image

Blank Page