Attachment 8 - EHRM Infra Upgrade Drawings 2 of 2 Dated 12.10.24_Part2.pdf

1-AE203

1-AE203

VESTIBULE

C1-2A

CANTEEN & VENDING

1A-29

1-AE201

1-AE201 3

1-AE2012

TR

1A-29A

10' - 1 1/2"

STAIRS

#1

CORR.

C1-2

2" EXPANSION JOINT AND COVER AT FLOOR AND WALLS.

1A-29A

HW-SH-4

7 7 7

N.I.C.

4A

1-AE203

4A

4A

1-AE209

1-AE209

1-AE209

27.127

J J

F

H.1

O O

CR

1-AE209

CR

1F

1F

AL

IG

N

/2

13' - 9"

EXISTING STRUCUTRAL

PIERS TO REMAIN

LINE OF SKYBRIDGE

ABOVE BY OTHERS

5'

0"

E6

E6

E6

E6

E60

E60

GC602 5

27.9

GC602 1

GC602

S6

1-AE209

C1-2A

EXISTING CONSTRUCTION TO REMAIN. PATCH AS

REQUIRED FOR NEW FINISHES IF INDICATED ON

FINISH SCHEDULE.

NEW CONSTRUCTION

CR CARD READER

EXPANSION JOINT

NEW CONCRETE SLAB

## NEW SIGNAGE. SEE SHEET GC801

AREA OF WORK - B

N P N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

2:

:4

PM

1-AE106

AREA B - NEW WORK FLOOR PLAN - FIRST FLOOR

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"2 BLDG 1 - 1ST FLOOR NEW WORK - AREA B

KEY NOTES - NEW WORK

MARK DESCRIPTION

1 PROVIDE PLYWOOD FINISH, PAINTING TO MATCH WALL FINISH STARTING FROM 6"AFF. TO 9' AFF. TYP FOR FULL LENGTH OF WALL UNLESS

INDICATED OTHERWISE.

2 NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

3 CONFIRM EXISTING ADJACENT CONSTRUCTION EXTENTS. NEW WALL TO EXTEND TO ADJACENT EXISTING CONSTRUCTION EXTENTS.

4 EXISTING FOUNDATION TO REMAIN. CAREFULLY UNDERPIN AND SHORE AS REQUIRED FOR NEW FOUNDATIONS 5 NEW SLAB ON GRADE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

6 NEW MASONRY OPENING IN EXISTING FOUNDATION

7 NEW INFILL. COORDINATE WITH STRUCTURAL DRAWINGS FOR BLAST DESIGN.

8 NEW TPO ROOF, WHITE.

9 WALL TO MATCH EXISTING WALL CONSTRUCTION / MATERIAL IN THE BRIDGE.

10 NEW CONCRETE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

11 IF EXISTING WALLS DO NOT EXTEND TO DECK. MATCH CONSTRUCTION AND EXTEND TO DECK. FIRE SEAL AROUND ANY AND ALL

PENETRATIONS AND STRUCTURE AS REQUIRED TO CREATE 1 HR RATING..

12 NEW CONCRETE LANDING. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION

13 INSTALL NEW RAILING, MATCH EXISTING

14 NEW CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFROMATION

16 EPDM ROOF MEMBRANE.

17 MATCH EXISTING REPLACED RAILING . MODIFY LENGTH AS REQUIRED WITH THE NEW BUILDING ADDITION

LEGEND

BLDG 1 - KEY PLAN

Revisions: Date:

sue Date 03/22/2024

UP

EXISTING CONSTRUCTION TO REMAIN. PATCH AS

REQUIRED FOR NEW FINISHES IF INDICATED ON

FINISH SCHEDULE.

NEW CONSTRUCTION

CR CARD READER

EXPANSION JOINT

NEW CONCRETE SLAB

## NEW SIGNAGE. SEE SHEET GC801

1-AE203

1-AE203

TR

2A-06A

N.H. SUPERVISER

2A-04

SECRETARY

2A-02

1-AE201

1-AE201 3

1-AE2012

CORR.

C2-4

CORR.

C2-2

CORR.

C2-6

LOBBY

C2-3

VESTIBLE

C2-1

CORR.

C2-4A

10' - 1 1/2"

7 7 7

2" EXPANSION JOINT AT FLOOR AND WALLS.

1-AE203

4A

4A

4A

2A-06A

HW-SH-4

27.127

J

F

H.1

O

2" EXPANSION JOINT

AND EXPANSION JOINT

COVER AT WALL AND

FLOOR INPRO OR

EQUVELANT

E6

E6

E6

E60

E60

E60

E60

CR1F

1F

27.9

S6

1-AE209

1-AE209

1-AE209

1-AE203

1-AE203

1-AE203

1-AE201

1-AE201 3

1-AE2012

HP

HP

2" EXPANSION JOINT.

HP

HP

METAL CAP AND FLASHING.

SCUPPER AND DOWNSPOUT

1-AE203

LP

27.127

J

F

H.1

O

HP

1/4" PER FOOT

SLOPE

1/ 4"

P

ER

F

OO

T

SL

OP

E

27.9

1/ 4"

P

ER

F

OO

T

SL

OP

E

L.P. INSULATION 4.25" ( MIN)

H.P. INSULATION 6.75" (MIN)

R= 33 AVERAGE

NOTE:-

N.I.C

1-AE210

AREA OF WORK - B

N P N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

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2K 6X

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5/

/2

2:

:4

PM

1-AE107

AREA B - NEW WORK FLOOR PLAN - SECOND FLOORS

AND ROOF

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

KEY NOTES - NEW WORK

MARK DESCRIPTION

1 PROVIDE PLYWOOD FINISH, PAINTING TO MATCH WALL FINISH STARTING FROM 6"AFF. TO 9' AFF. TYP FOR FULL LENGTH OF WALL UNLESS

INDICATED OTHERWISE.

2 NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

3 CONFIRM EXISTING ADJACENT CONSTRUCTION EXTENTS. NEW WALL TO EXTEND TO ADJACENT EXISTING CONSTRUCTION EXTENTS.

4 EXISTING FOUNDATION TO REMAIN. CAREFULLY UNDERPIN AND SHORE AS REQUIRED FOR NEW FOUNDATIONS 5 NEW SLAB ON GRADE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

6 NEW MASONRY OPENING IN EXISTING FOUNDATION

7 NEW INFILL. COORDINATE WITH STRUCTURAL DRAWINGS FOR BLAST DESIGN.

8 NEW TPO ROOF, WHITE.

9 WALL TO MATCH EXISTING WALL CONSTRUCTION / MATERIAL IN THE BRIDGE.

10 NEW CONCRETE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

11 IF EXISTING WALLS DO NOT EXTEND TO DECK. MATCH CONSTRUCTION AND EXTEND TO DECK. FIRE SEAL AROUND ANY AND ALL

PENETRATIONS AND STRUCTURE AS REQUIRED TO CREATE 1 HR RATING..

12 NEW CONCRETE LANDING. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION

13 INSTALL NEW RAILING, MATCH EXISTING

14 NEW CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFROMATION

16 EPDM ROOF MEMBRANE.

17 MATCH EXISTING REPLACED RAILING . MODIFY LENGTH AS REQUIRED WITH THE NEW BUILDING ADDITION

LEGEND

1/4" = 1'-0"1 BLDG 1 - 2ND FLOOR NEW WORK - AREA B

1/4" = 1'-0"2 BLDG 1 - ROOF NEW WORK - AREA B

BLDG 1 - KEY PLAN

Revisions: Date:

REQUIRED FOR NEW FINISHES IF INDICATED ON

FINISH SCHEDULE.

NEW CONSTRUCTION

CR CARD READER

EXPANSION JOINT

NEW CONCRETE SLAB

## NEW SIGNAGE. SEE SHEET GC801

MAIN ELECTRICAL ROOM

G-17

COMPUTER ROOM

G-15

N.I.C.

R 1 R 2 R 3 R 4

1-AE203

G-15

HW-SH-4

C

RELOCATED

EXISTING SERVES

CABINET

3' - 0"

EXISTING WALL

MOUNTED

FIBEROPTIC

DEMARC TO

REMAIN.

3' - 0"

EXT

RELOCATED

TELEPHONE

AND SERVER

RACKS .

EXT

EXT

EXT

RELOCATED

EXISTING

PAGING

PANEL.

EXT

CONDUIT LOCATION

TO ENTER THE

BUILDING

V.

I.F

7'

1/

2"

CR

NEW CMU INFILL AT

EXISTING DOORS

GC701

E 60

E 60

E 60

E 60

E 60

E 60

E 60

S6

AREA OF WORK - C

N

P N

C

3'

- 6

8'

- 3

/4

3'

- 6

2x4 SCORED 2x2 ACOUSTICAL

CEILING TILE SYSTEM

2X2 OFFICE LIGHT FIXTURE

EXHAUST GRILLE

SPRINKLER HEAD, REFER TO FIRE PROTECTION

PLAN FOR ADDITIONAL INFORMATION

PENDANT LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS FOR

MOUNTING HEIGHTS

RETURN AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

SUPPLY AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

USG TRUE WOOD GRILLES

CABLE TRAY

RING PENDANT

2X4 OFFICE LIGHT FIXTURE

GWB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

2:

:4

PM

1-AE108

AREA C - NEW WORK FLOOR PLAN - BASEMENT

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

KEY NOTES - NEW WORK

MARK DESCRIPTION

1 PROVIDE PLYWOOD FINISH, PAINTING TO MATCH WALL FINISH STARTING FROM 6"AFF. TO 9' AFF. TYP FOR FULL LENGTH OF WALL UNLESS

INDICATED OTHERWISE.

2 NEW CONCRETE SIDEWALK, REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION.

3 CONFIRM EXISTING ADJACENT CONSTRUCTION EXTENTS. NEW WALL TO EXTEND TO ADJACENT EXISTING CONSTRUCTION EXTENTS.

4 EXISTING FOUNDATION TO REMAIN. CAREFULLY UNDERPIN AND SHORE AS REQUIRED FOR NEW FOUNDATIONS 5 NEW SLAB ON GRADE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

6 NEW MASONRY OPENING IN EXISTING FOUNDATION

7 NEW INFILL. COORDINATE WITH STRUCTURAL DRAWINGS FOR BLAST DESIGN.

8 NEW TPO ROOF, WHITE.

9 WALL TO MATCH EXISTING WALL CONSTRUCTION / MATERIAL IN THE BRIDGE.

10 NEW CONCRETE FLOOR. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.

11 IF EXISTING WALLS DO NOT EXTEND TO DECK. MATCH CONSTRUCTION AND EXTEND TO DECK. FIRE SEAL AROUND ANY AND ALL

PENETRATIONS AND STRUCTURE AS REQUIRED TO CREATE 1 HR RATING..

12 NEW CONCRETE LANDING. REFER TO CIVIL DRAWINGS FOR ADDITIONAL INFORMATION

13 INSTALL NEW RAILING, MATCH EXISTING

14 NEW CONCRETE SLAB. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFROMATION

16 EPDM ROOF MEMBRANE.

17 MATCH EXISTING REPLACED RAILING . MODIFY LENGTH AS REQUIRED WITH THE NEW BUILDING ADDITION

LEGEND

1/4" = 1'-0"1 BLDG 1 - BASEMENT NEW WORK - AREA C

BLD 1 - KEY PLAN

1/4" = 1'-0"2 BLDG 1 - BASEMENT NEW RCP - AREA C

LEGEND

Revisions: Date:

9'-0"

ACT1

9' - 0"

ACT1

8' - 0"

ACT1

8' - 0"

ACT1

9' - 0"

ACT1

8' - 0" MATCH

EXISTING

HEIGHT

ACT1

GWB

10.5

8'-9"

X

T

7 12

W

T.1

11.9

T.5

W.2

W.5

W.9 7.1

T.8

13.5

W.7

1-AE109

1'

- 0

1' - 0"

1' - 0"

1' - 0"

1' - 5"

1'

- 5

1' - 5"

1'

- 5

1' - 5"

GWB

8'-9"GWB

1-AE109

ACT1

9' - 0"

10' - 0 1/2"

ALIGN

5'

- 1

1" 5'

- 1 1"

2'

- 2

/2

1/ 2"

1'

- 7

/2

1'

- 7

/2

1/ 2"

ALIGN

EQ

EQ

6' - 4"

EQ

EQ

6' - 4"

EQ EQ

1' - 0"

1' - 0"

1' - 0"

1' - 0"

2' - 0"

8' - 2"4' - 1"

1-AE109

2' - 0"

2' - 0"

2'

- 2

/4

GWB CEILING TO

MATCH EXISTING

CEILING TILES

HEIGHT

EQ EQ

3'

- 0

6'

- 8

/4

3'

- 0

ALIGN

ACT1

ACT1

8' - 0"

ACT1

8' - 0"

ACT1

8' - 0"

ACT1

9' - 0"

ACT1

9' - 0"

MATCH

EXISTING

HIGHT

GWB

10.5

8'-7"

8'-7"

N.I.C X

T

7 12

W

T.1

11.9

T.5

W.2

W.5

W.97.1

T.8

13.5

W.7

1' - 7 1/2"

1'

- 7

/2

1' - 7 1/2"

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

1' - 0"

1' - 0"

1'

- 0

7"

1' - 0" 2' - 0"

1' - 0"

GWB

GWB

EQ

EQ

EQ

EQ

EQEQ

1'

- 4

/2

1'

- 4

/2

1'

- 1

/2

1' - 0"

EQ

EQ

2' - 0"

2' - 0"

ACT1

9' - 0"

ACT1

9' - 0"

8' - 2"4' - 1"

OPEN

CEILING

ABOVE

IT RACKS

BELOW BY

OTHERS. SEE

TECHNOLOGY

DRAWINGS

FOR

ADDITIONAL

INFORMATION

1'

- 7

/2

5'

- 6

5'

- 6

3'

- 4

6'

- 0

/4

3'

- 4

ALIGN

ALIGN

ALIGN

1' - 0"

AREA OF WORK - A

N P N

2x4 SCORED 2x2 ACOUSTICAL

CEILING TILE SYSTEM

2X2 OFFICE LIGHT FIXTURE

EXHAUST GRILLE

SPRINKLER HEAD, REFER TO FIRE PROTECTION

PLAN FOR ADDITIONAL INFORMATION

PENDANT LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS FOR

MOUNTING HEIGHTS

RETURN AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

SUPPLY AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

USG TRUE WOOD GRILLES

CABLE TRAY

RING PENDANT

2X4 OFFICE LIGHT FIXTURE

GWB

2ND - FLOOR

12' - 0"

7.1

8' - 9"

9' - 0"

EXISTING FLOOR TO REMAIN

SUSPENTION

HANGE TO

EXISTING

STRUCTURE

ABOVE

ALIGN

EXISTING CEILING

TILE TO REMAIL

2ND - FLOOR

12' - 0"

T.1

SUSPENTION HANGE

TO EXISTING

STRUCTURE ABOVE

STEEL STUD, SOFFIT

FRAMING

9' - 0"

8' - 9"

EXISTING SLAB

TO REMAIN

2" EXPANSION JOINT

AND EXPANSION

JOINT COVER INPRO

OR EQUIVALENT

2" EXPANSION JOINT

COVER BASED ON CS

SERIES FCF OR

EQUIVALENT

SCHEDULED

CEILING. SEE

RCPS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

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2K 6X

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5/

/2

2:

:5

PM

1-AE109

AREA A - NEW WORK RCP PLAN

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"1 BLD 1 - 1ST FLOOR NEW RCP - AREA A

1/4" = 1'-0"2 BLDG 1- 2ND - AREA A- NEW WORK RCP

BLDG 1 - KEY PLAN

N.I.C.

LEGEND

1" = 1'-0"3 SOFFIT DETAIL 1

1" = 1'-0"4 GWB DETAIL 1" = 1'-0"5 SOFFIT DETAIL 2

Revisions: Date:

AREA OF WORK - B

N P N

27.127

J J

F

H.1

O O

28 27.9

2'

- 0

AL

IG

N

EQ

EQ

EQ

EQ

2' - 3" 5' - 8 3/4" 2' - 3"

3'

- 4

/4

3'

- 4

1-AE208

Sim

OPEN

CEILING

ABOVE

IT RACKS BELOW BY OTHERS.

SEE TECHNOLOGY DRAWINGS

FOR ADDITIONAL

INFORMATION

ROOF BY OTHERS

2x4 SCORED 2x2 ACOUSTICAL

CEILING TILE SYSTEM

2X2 OFFICE LIGHT FIXTURE

EXHAUST GRILLE

SPRINKLER HEAD, REFER TO FIRE PROTECTION

PLAN FOR ADDITIONAL INFORMATION

PENDANT LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS FOR

MOUNTING HEIGHTS

RETURN AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

SUPPLY AIR GRILLE, REFER TO MECHANICAL

PLAN FOR ADDITIONAL INFORMATION

USG TRUE WOOD GRILLES

CABLE TRAY

RING PENDANT

2X4 OFFICE LIGHT FIXTURE

GWB

27.127

J J

F

H.1

O O

28 27.9

MATCH

EXISTING

HIGHT

N.I.C

OPEN

CEILING

ABOVE

IT RACKS BELOW BY OTHERS.

SEE TECHNOLOGY DRAWINGS

FOR ADDITIONAL INFORMATION

2' - 3" 5' - 8 3/4" 2' - 3"

/4

3'

- 1

0"

1-AE210

ACT1

8' - 0"+/- 8'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

2:

:0

PM

1-AE110

AREA B - NEW WORK RCP PLAN

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

1/4" = 1'-0"1 BLD 1 - 1ST FLOOR NEW RCP - AREA B

LEGEND

1/4" = 1'-0"2 BLDG 1- 2ND - AREA B- NEW WORK RCP

Revisions: Date:

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOD- AREA A

22' - 9"

2'

0" 5'

4"

1 2 2 2 1

N.I.C.

1-AE202

1-AE204

TOS- AREA A

22' - 7"

2'

- 3

5'

- 4

C.J. C.J.

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOD- AREA A

22' - 9"

2'

0"

N.I.C.

1-AE202

TOS- AREA A

22' - 7"

10' - 2"

NEW ADDITION

T.O. PARAPET -

AREA A

25' - 3 1/4"

AREA OF WORK - A

N P N

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOD- AREA A

22' - 9"

N.I.C.

TOS- AREA A

22' - 7"

2'

- 0

T.O. PARAPET -

AREA A

25' - 3 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

2:

:1

PM

1-AE200

AREA A - EXTERIOR ELEVATIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"1 NORTH WEST ELEVATION - AREA A

1/4" = 1'-0"3 WEST ELEVATION - AREA A

BLDG 1 - KEY PLAN

1/4" = 1'-0"2 NORTH ELEVATION - AREA A

KEY NOTES - NEW ELEVATION

MARK DESCRIPTION

1 EIFS FINISH, SMOOTH PAINT TO MATCH ADJACENT STUCCO/ EIFS FINISH

2 BRICK VENEER, TO MATCH EXISTING

3 BRICK SOLDER COURSE- MATCH EXISTING COLOR, ALIGN WITH EXISTING.

4 ALUMINUM DOWNSPOUT W/SCUPPER BOX.

5 EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

6 METAL FASCIA AND TRIM, PAINTED

7 CAST STONE BAND, MATCH EXISTING BAND PROFILE AND COLOR

8 ALUMINUM CLOSURE PANELS (TYP)

9 EIFS FINISHING SYSTEM TO MATCH EXISTING

Revisions: Date:

1ST FLOOR

0' - 0"

1-AE203

N.I.C.

1-AE203

TOP OF PAREPET

AREA B

26' - 5 1/8"

BOS AREA B

23' - 6"

EXISTING

PEDESTRIAN

BRIDGE

NEW ADDITION UNLESS NOTED OTHERWISE

C J

AL

IG

N

ALIGN

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE203

N.I.C

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

NEW ADDITION EXISTING

M

IN

4"

M

AX

1'

- 0

2" EXPANSION JOINT

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE203

N.I.C

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

PEDESTRIAN BRIDGE

BY OTHERS

TOS-BRIDGE-

AREA B

22' - 0"

1-AE210

AREA OF WORK - B

N P N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

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TR

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1-AE201

AREA B - EXTERIOR ELEVATIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"1 SOUTH ELEVATION - AREA B

1/4" = 1'-0"2 EAST ELEVATION - AREA B

1/4" = 1'-0"3 WEST ELEVATION - AREA B

BLDG 1 - KEY PLAN

KEY NOTES - NEW ELEVATION

MARK DESCRIPTION

1 EIFS FINISH, SMOOTH PAINT TO MATCH ADJACENT STUCCO/ EIFS FINISH

2 BRICK VENEER, TO MATCH EXISTING

3 BRICK SOLDER COURSE- MATCH EXISTING COLOR, ALIGN WITH EXISTING.

4 ALUMINUM DOWNSPOUT W/SCUPPER BOX.

5 EXTERIOR LIGHT FIXTURE. REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

6 METAL FASCIA AND TRIM, PAINTED

7 CAST STONE BAND, MATCH EXISTING BAND PROFILE AND COLOR

8 ALUMINUM CLOSURE PANELS (TYP)

9 EIFS FINISHING SYSTEM TO MATCH EXISTING

Revisions: Date:

1ST FLOOR

0' - 0"

TOD- AREA A

22' - 9"

1-AE204

TOS- AREA A

22' - 7"

7"

1-AE204

2 Sim

T.O. PARAPET -

AREA A

25' - 3 1/4"

AREA OF WORK - A

N P N

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOD- AREA A

22' - 9"

1-AE204

1-AE204

TOS- AREA A

22' - 7"

7"

T.O. PARAPET -

AREA A

25' - 3 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

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1-AE202

AREA A - BUILDING SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"1 BUILDING SECTION 1 - AREA A

BLDG 1 - KEY PLAN

1/4" = 1'-0"2 BUILDING SECTION 2 - AREA A

Revisions: Date:

1ST FLOOR

0' - 0"

1-AE203

1-AE203

4A

1-AE205

1-AE205

1-AE205

4A

TOP OF PAREPET

AREA B

26' - 5 1/8"

BOS AREA B

23' - 6"

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE203

1-AE205

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

1-AE205

TOS-BRIDGE-

AREA B

22' - 0"

1-AE210

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE203

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

1-AE208

1-AE208

TOS-BRIDGE-

AREA B

22' - 0"

1-AE210

1ST FLOOR

0' - 0"

BASEMENT

-11' - 9 5/8"

V.

I.F

/2

NEW CONCRETE FLOOR SLAB. REFER

TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONDUIT DUCT BANK. REFER TO CIVIL

AND TECHNOLOGY DRAWINGS FOR

ABDICATION INFORMATION

EXISTING CRAWL SPACE OR GRADE. V.I.F

AREA OF WORK - B

AREA OF WORK - C

N P N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

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1-AE203

AREA B AND C - BUILDING SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/4" = 1'-0"1 BUILDING SECTION 1 - AREA B

1/4" = 1'-0"2 BUILDING SECTION 2 - AREA B

1/4" = 1'-0"3 BUILDING SECTION 3 - AREA B

1/4" = 1'-0"4 BUILDING SECTION 1 - AREA C

BLDG 1 - KEY PLAN

Revisions: Date:

AREA OF WORK - A

P N

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE206

1-AE206

1-AE206

5A

6A

5A

TOS- AREA A

22' - 7"

7.1

5'

- 4

2'

- 3

4'

- 5

5'

- 1

1/ 4"

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE206

1-AE206

6A

6A

5A

10.5

TOS- AREA A

22' - 7"

7'

- 0

1'

- 3

5'

- 9

5'

- 4

5'

- 1

1"

1-AE206

1 Sim

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE206

1-AE206

1-AE206

2A

TOS- AREA A

22' - 7"

2A

EXISTING FLOOR TO

REMAIN

EXISTING FLOOR TO

REMAIN

EXISTING ROOF

TRUSSES TO BE

MODIFIED AS

REQUIRED FOR NEW

CONSTRUCTION

13.5

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

6A

5A

6A

5A

10.5

TOS- AREA A

22' - 7"

1/

2"

1/ 2"

1/

4"

1/ 2"

V.

I.F

. M

AT

CH

E

XI

ST

IN

G

2'

- 0

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOS- AREA A

22' - 7"

11.9

EXISTING WALL TO REMAIN

EXISTING FLOOR TO REMAIN

EXISTING ROOF TRUSSES TO BE

MODIFIED AS REQUIRED FOR NEW

CONSTRUCTION

1-AE206

T.O. PARAPET -

AREA A

25' - 3 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

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\A Ah m ed

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1-AE204

AREA A - WALL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

3/4" = 1'-0"1 WALL SECTION 1 - AREA A

3/4" = 1'-0"3 WALL SECTION 3 - AREA A

3/4" = 1'-0"2 WALL SECTION 2 - AREA A

3/4" = 1'-0"4 WALL SECTION 4 - AREA A

3/4" = 1'-0"5 WALL SECTION 5 - AREA A

Revisions: Date:

1ST FLOOR

0' - 0"

1-AE207

1-AE207

EXTERIOR INTERIOR

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE210

1-AE207

1-AE207

4A

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE207

1-AE207

1-AE207

4A

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

1-AE208

1-AE208

1-AE208

4A

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

TOS-BRIDGE-

AREA B

22' - 0"

AREA OF WORK - B

AREA OF WORK - C

N P N

2ND - FLOOR

12' - 0"

1ST FLOOR

0' - 0"

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

1-AE208

1-AE208

1-AE208

TOS-BRIDGE-

AREA B

22' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

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1-AE205

AREA B - WALL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/2" = 1'-0"1 WALL SECTION 1 - AREA B

1/2" = 1'-0"2 WALL SECTION 2 - AREA B

1/2" = 1'-0"3 WALL SECTION 3 - AREA B

1/2" = 1'-0"4 WALL SECTION 4 - AREA B

1/2" = 1'-0"5 WALL SECTION 5 - AREA B

Revisions: Date:

P N

WOOD BLOCKING

LAP WRT UP AND UNDER

CAP FRAMING AND SEAL.

6" METAL STUD 22,

GAUGE 16" O.C.

5/8 " PLYWOOD

STEEL DECK . REFER TO STRUCTURAL

DRAWINGS FOR ORIENTATION AND

ADDITIONAL INFORMATION.

COPING AND CAP

FLASHING

LAP ROOF MEMBRANE UP

AND UNDER CAP AND SEAL.

WOOD BLOCKING

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

GWB RETURN. CAULK TO

WINDOW FRAME.

METAL FLASHING

GWB (BEYOND)

R-33 AVE. MIN TAPERED

INSULATION ON METAL DECK.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

TOS- AREA A

22' - 7"

7.1

6A

STEEL STUD, SOFFIT

FRAMING

5/8" GWB

2"

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

5A

ALUMINUM CASEMENT WINDOW

PAINTED WOOD

SILL.

FIRE TREATED WOOD

BLOCKING.

METAL PAN FLASHING BACK DAM AND CAULK

CAST STONE SILL BY

ARISTICRAFT OR

APPROVED EQUAL TO

MATCH EXISTING

STONE SILL PROFILE

CAST STONE BAND BY

ARISTICRAFT OR

APPROVED EQUAL TO

MATCH EXISTING

STONE BAND PROFILE

SCHEDULED WALL

BASE

STEEL BEAM REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

SEAL DRYWALL TO

DECK ABOVE

GWB RETURN. CAULK TO

WINDOW FRAME.METAL FLASHING

GWB (BEYOND)

CONCRETE SLAB ON METAL DECK.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

CAST STONE BAND BY

ARISTICRAFT OR

APPROVED EQUAL TO

MATCH EXISTING

STONE BAND PROFILE

STEEL LINTEL. REFER

TO STRUCTRAL

DRAWINGS FOR

ADDITIONAL

INFORMATION

7.1

STEEL STUD, SOFFIT FRAMING

MATCH EXISTING

1 1/4" +/-

1ST FLOOR

0' - 0"

ALUMINUM CASEMENT WINDOW

PAINTED WOOD SILL.

WOOD BLOCKING.

METAL PAN FLASHING BACK DAM AND CAULK

CONCRETE SLAB ON

GRADE. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

2" RIGID INSULATION

MIN R-10.

2 MIL MIN VAPOR

BARRIER

7.1

2ND - FLOOR

12' - 0"

5A

10.5

V.

I.F

- 5

V.I.F 1 1/4"

ALUMINUM WINDOW

PAINTED WOOD SILL.

FIRE TREATED WOOD

BLOCKING.

METAL PAN

FLASHING

BACK DAM AND CAULKCAST STONE SILL BY

ARISTICRAFT OR

APPROVED EQUAL TO

MATCH EXISTING

STONE SILL PROFILE

CAST STONE BAND BY

ARISTICRAFT OR

APPROVED EQUAL TO

MATCH EXISTING

STONE BAND PROFILE

LAP AND SEAL WRB BACK THROUGH

OPENING IN ACCORDANCE WITH THE

WRB

MANUFACTURER INSTALLATION

GUIDANCE

SCHEDULED WALL

BASE

STEEL BEAM REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

FYPON OR APPROVED

EQUIVALENT TRIM

1'

0"

SEAL DRYWALL TO

DECK ABOVE

GWB RETURN. CAULK TO

TRANSOM.

METAL FLASHING

GWB (BEYOND)

CONCRETE SLAB ON

METAL DECK. REFER

TO STRUCTURAL

DRAWINGS FOR

ADDITIONAL

INFORMATION

3"

2'

- 0

6A

V.

I.F

1/

2"

V.

I.F

1/

2" 1'

- 2

4"1-AE210

1ST FLOOR

0' - 0"

10.5

ALUMINUM THRESHOLD

SLAB ON GRADE. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

REINFORCED CONCRETE

FOOTER. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

EXTERIOR

2" RIGID INSULATION MIN R-10

EXTEND 24" MIN UNDER SLAB

2 MIL MIN. VAPOR BARRIER

4" CRUSHED STONE

CONCETE SIDEWALK SLOPE

AWAY FROM STRUCTURE

REFER TO CIVIL PLANS FOR

ADDITIONAL INFORMATION

INTERIOR

PRE-MOLDED FILLER

THERMAL BREAK SEE

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

SCHEDULED CEILING.

REFER TO RCPS

MODIFY EXISTING ROOF

TRUSSES AS REQUIRED

FOR NEW

CONSTRUCTION

2" FROM FACE OF EXISTING

BRICK EXPANSION JOINT

AND FLEXIBLE JOINT COVER

R-33 AVE.MIN TAPERED

INSULATION ON METAL DECK.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

NEW COLD FORMED FRAMED

STEEL STUD BEARING WALL.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

EXISTING STEEL

BEAM TO REMAIN.

NEW ASPHALT SHINGLES

ON PLYWOOD SHEATHING

TO MATCH EXISTING

ROOF

FILL CAVITY SOLID WITH

BATT INSULATION TO

CREATE A THERMAL BREAK

MODIFY AND REPAIR

EXISTING INSULATION AS

REQUIRED FOR NEW

CONSTRUCTION

TOS- AREA A

22' - 7"

2"

1/4" / 1'-0"

HP 7.25" INSILATION

NEW STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

13.5

T.O. PARAPET -

AREA A

25' - 3 1/4"

2ND - FLOOR

12' - 0"

2A

EXISTING FLOOR

TO REMAIN

2" 1HR FIRE REATED

EXPANSION JOINT AND COVER

CONCRETE SLAB ON METAL

DECK. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

NEW COLD FORM FRAMED

STEEL STUD BEARING WALL.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION V.I.F.

1' - 6"

EXISTING STEEL BEAM

TO REMAIN.

SCHEDULED CEILING.

REFER TO RCPS

13.5

1ST FLOOR

0' - 0"

2A

NEW SLAB ON GRADE.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

EXISTING FLOOR

TO REMAIN

CUT BACK EXISTING FLOOR AS

REQUIRED FOR NEW FOOTING.

DOWEL INTO EXISTING

CONCRETE SLAB

ALIGN

2 MIL MIN. VAPOR

BARRIER

4" CRUSHED STONE

13.5

EXISTING

FOUNDATION TO

REMAIN

DOWEL NEW SLAB

INTO EXISTING SLAB

SEE STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

V.I.F

TOS- AREA A

22' - 7"

11.9

1-AE210

T.O. PARAPET -

AREA A

25' - 3 1/4"

MODIFY AND REPAIR

EXISTING INSULATION AS

REQUIRED FOR NEW

CONSTRUCTION

R-33 AVE.MIN TAPERED

INSULATION ON METAL DECK.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

7.8

TOS- AREA A

22' - 7"

T.O. PARAPET -

AREA A

25' - 3 1/4"

6" METAL STUD 22,

GAUGE 16" O.C.

PREFINISHED METAL

COPING CAP

EXISTING ASPHALT

SHINGLE ROOFING

BEYOND 2X WOOD BLOCKING

TPO ROOF MEMBRANE,

RUN UP AND OVER

PARAPET WALL.

STEEL BEAMS, SEE

STRUCTURAL

CONTINUOUS HOLD

DOWN CLEAT

TPO ROOFING SYSTEM

EIFS ACCENT BAND

FASTENERS AS PER

EXPANSION JOINT

MANUFACTURER

SLOPING 2X WOOD

BLOCKING

PREFINISHED METAL

FLASHING

COMPRESSIBLE

ROD/BATT INSULATION

EXPANSION JOINT

MEMBRANE.

CONTINUE UP WALL

AND TERMINATE

UNDER FLASHING AS

SHOWN

EIFS REVEAL

2"

EXISTING ROOF

DECKING

5" 2" 1"

5/8" EXTERIOR GRADE

SHEATHING

SLOPE

FLEXIBLE BELLOWS

TYPE EXPANSION

CONTROL SYSTEM

8"

1"

TOS- AREA A

22' - 7"

11.9

1-AE206

T.O. PARAPET -

AREA A

25' - 3 1/4"

MODIFY EXISTING

GUTTER. G.C. TO

FIELD CUT/WELD

NEW BOX GUTTERS

AS REQUIRED

FLEXIBLE BELLOWS

TYPE EXPANSION

CONTROL SYSTEM

FLASHING

INSTALL FLASHING

AND END DAM ,

SEAL BUILT IN

GUTTER AT

EXPANSION JOINT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

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IN

G -1

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EN

TR

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2K 6X

.rv t

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/2

2:

:4

PM

1-AE206

AREA A - DETAIL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

1" = 1'-0"1 SECTION DETAIL AT EIFS SYSTEM PARAPET

1" = 1'-0"2 SECTION DETAIL AT BRICK WINDOWS

1" = 1'-0"3 SECTION DETAIL AT BRICK WALL FOUNDATION

1" = 1'-0"8 SECTION DETAIL AT BRICK WINDOW/TRANSOM

1" = 1'-0"9 SECTION DETAIL AT FOUNDATION AND NEW LOBBY DOORS

1" = 1'-0"4 SECTION DETAIL AT NEW BEARING WALL TO EXISTING ROOF

1" = 1'-0"5 SECTION DETAIL AT NEW BEARING WALL TO EXISTING FLOOR SLAB

1" = 1'-0"6 SECTION DETAIL AT BEARING WALL FOUNDATION

1" = 1'-0"7 SECTION DETAIL AT NEW ROOF TO EXISTING ROOF

1 1/2" = 1'-0"10 SECTION DETAIL AT EXISTING EAVE TO NEW PARAPET

1" = 1'-0"11 SECTION DETAIL AT EXISTING GUTTER

Revisions: Date:

P N

2ND - FLOOR

12' - 0"

REFER TO STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

SCHEDULED CEILING. SEE

RCPS.

THERMALLY BROKEN

STOREFRONT SYSTEM.

TRIFAB 451 T BY KAWNEER OR

APPROVED EQUIVALENT.

EXISTING CONSTRUCTION TO

REMAIN. (BY OTHERS)

COLD FORMED FRAMING- SEE

STRUCTURAL DRAWINGS FOR

DETAILS.

FILL CAVITY WITH BATT

INSULATION MIN R-19

NEW BREAK METAL CLADDING

ON PLYWOOD. METAL FINISH

TO MATCH ADJACETNT

STOREFRONT

BACKER ROD AND SEALANT 1" FOAM JOINT

N.I.C

EXISTING EIFS FINISH TO

REMAIN.

CEILING WALL ANGLE

1/

4"

1ST FLOOR

0' - 0"

TURN DOWN CONCRETE

FOOTING. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION.

THERMALLY BROKEN

STOREFRONT SYSTEM.

TRIFAB 451 T BY KAWNEER OR

APPROVED EQUIVALENT.

4" CRUSHED STONE

2" MIN. RIGID INSULATION MIN

R-10

2 MIL. MIN. VAPOR BARRIER

2ND - FLOOR

12' - 0"

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONCRETE SLAB ON METAL DECK.

REFER TO STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

2" EXPANSION JOINT

AND EXPANSION

JOINT COVER INPRO

OR EQUIVALENT

N.I.C.

4A

EXISTING EIFS

FINISH TO REAIN.

5"

2"

1ST FLOOR

0' - 0"

CONCRETE SLAB ON GRAD.

REFER TO STRUCTURAL

DRAWINGS FOR

ADDITIONAL INFORMATION

EXISTING COLUMN AND

FOUNDATIONS BY OTHERS

TO REMAIN

CONCRETE SLAB ON

GRADE. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

2 MIL MIN VAPOR BARRIER

4" CRUSHED STONE

2 MIL MIN VAPOR BARRIER

4" CRUSHED STONE

PRE-MOLDED FILLER

REINFORCED CONCRETE

FOOTER. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

4A

INTERIOR INTERIOR

4A MODIFY EXISTING ROOF FRAMING

AS REQUIRED FOR

NEW CONSTRUCTION

METAL FLASHING AND CLEAT

STANDING SEAM METAL ROOFING.

MATCH EXISTING ADJACENT

METAL PANELS

WOOD BLOCKING

METAL CAP AND COPING

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

R-38 MIN. SLOPED TAPERED

INSULATION ON METAL DECK.

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

TPO ROOF. LAP MEMBRANE UP

AND UNDER CAP FLASHING TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

AREA B -

OVERFRAME

ZONE

25' - 6 3/4"

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

4A

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

CONCRETE SLAB ON METAL

DECK. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

1ST FLOOR

0' - 0"

4A

HORIZONTAL

REINFORCEMENT 16" O.C.

PARGING, SMOOTH

PAINTED FINISH

FLASHING

BRICK SHELF - VARIES

GRADE VARIES

CONCRETE SLAB ON

GRADE. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

2 MIL MIN VAPOR BARRIER

4" CRUSHED STONE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

2:

:5

PM

1-AE207

AREA B - DETAIL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

1" = 1'-0"1 SECTION DETAIL AT STOREFRONT TO WALKWAY

1" = 1'-0"2 SECTION DETAIL AT STOREFRONT FOUNDATION

1" = 1'-0"4 SECTION DETAIL AT NEW SLAB TO EXISTING SLAB

1" = 1'-0"5 SECTION DETAIL AT CMU WALL TO GRADE

1" = 1'-0"6 SECTION DETAIL AT CMU WALL TO EXISTING RAKE

1" = 1'-0"7 SECTION DETAIL AT CMU WALL TO FLOOR DECK

1" = 1'-0"8 SECTION DETAIL AT CMU WALL TO CONCRETE FOUNDATION

Revisions: Date:

P N

WOOD BLOCKING

METAL CAP AND COPING

STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

R-38 MIN. SLOPED TAPERED

INSULATION ON METAL DECK. REFER

TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

TPO ROOF. LAP MEMBRANE UP

AND UNDER CAP FLASHING

4A

TOP OF PAREPET

AREA B

26' - 5 1/8"

TOD AREA B

24' - 4"

BOS AREA B

23' - 6"

2" ROOF DECK. REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

STEEL JOIST/ BEAM REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONCRETE SLAB ON MTL. DECK REFER

TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

DIM, REFER TO STRUCTURAL DRAWINGS

4A

MASONRY TIES 16" O.C.

HORIZONTAL

REINFORCEMENT 16" O.C.

REINFORCED CMU WALL

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION.

1ST FLOOR

0' - 0"

SCHEDULED BASE

SCHEDULED FLOOR

CONCRETE SLAB ON GRAD. REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

4A

6"

FLASHING

2 MIL. MIN. VAPOR BARRIER

R-38 MIN TAPERED INSULATION

ON METAL DECK. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

NEW COLD FORM FRAMED

STEEL STUD WALL. REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

NEW STEEL BEAM. REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL

INFORMATION

HP 6.25" INSULATION

TPO ROOF SYSTEM OVER PLYWOOD

ROOF SHEATHING OVER COLD

FORMED METAL JOIST FRAMING

1/4" / FT SLOPE

TOS-BRIDGE-

AREA B

22' - 0"

2ND - FLOOR

12' - 0"

STEEL JOIST/ BEAM REFER TO

STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

CONCRETE SLAB ON MTL. DECK REFER

TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

2" EXPANSION JOINT AND

COVER

1ST FLOOR

0' - 0"

2" EXPANSION JOINT AND

COVER

CONCRETE SLAB ON GRAD. REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

2 MIL. MIN. VAPOR BARRIER

2" RIGID INSULATION

4" CRUSHED STONE.

COMPACTED FILL

SCHEDULED FLOOR

2ND - FLOOR

12' - 0"

STRUCTURAL MEMBERS .REFER TO

STRUCTURAL DRAWINGS

FOR ADDITIONAL INFORMATION.

SCHEDULED CEILING. SEE RCPS.

2ND - FLOOR

12' - 0"

FILL CAVITY WITH BATT

INSULATION MIN R-19

NEW BREAK METAL CLADDING ON

PLYWOOD. METAL FINISH TO

MATCH ADJACENT STOREFRONT

CEILING WALL

ANGLE

EIFS FINISH ON 1 1/2" RIGID

INSULTION TO MATCH EXISTING

BACKER ROD AND SEALANT

1" FOAM JOINT

8' - 3"

EMERGENCY EXIT SIGN

ALIGN EXISTING FINISH FACE

OF WALKWAY BRIDGE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

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BU

IL

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2:

:0

PM

1-AE208

AREA B - DETAIL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

1" = 1'-0"1 SECTION DETAIL AT CMU PARAPET

1" = 1'-0"2 SECTION DETAIL AT CMU WALL

1" = 1'-0"3 SECTION DETAIL AT CMU WALL FOUNDATION

1" = 1'-0"4 SECTION DETAIL AT AREA B - ROOF TIE-IN

1" = 1'-0"5 SECTION DETAIL AT EXISTING WALL TO NEW 2ND FLOOR

1" = 1'-0"6 SECTION DETAIL AT EXISTING WALL TO NEW 1ST FLOOR

1" = 1'-0"7 SECTION DETAL AT EXISTING TO NEW CEILING

1" = 1'-0"8 SECTION DETAL AT NEW TO EXISTING EIFS FINISH

Revisions: Date:

DIM +/-

V.I.F EXISTING

PEER LOCATION

INTERIOR EXTERIOR

EXISTING

CONSTRUCTION TO

REMAIN

ALIGN NEW

CONSTRUCTION

TO FACE OF

EXISTING

2" EXPANSION

JOINT.

COMPRESSIVLE FILLER

FIRE RATED BATTS FILL CAVITY

(1) ONE LAYER 5/8" TYPE 'X' GWB

12" MINIMUM CMU

INFILL, GROUTED

SOLID.

2" FIRE RATED (2HR)

EXPANSION JOINT

EXISTING

CONSTRUCTION

TO REMAIN

TR - 1A29ACORRIDOR

C1-3A

4A

*NOTE! FIRE SEAL ALL

CAVITIES/CONSTRUCTION AS REQUIRED FROM

THE REMOVAL OF EXISTING WINDOW.

ALIGN

2" EXPANSION JOINT

EXISTING TO REMAIN

BACKER ROD AND

SEALANT

THERMALLY BROKEN

STOREFRONT SYSTEM

BASIS OF DESIGN TRI-FAB

451T BY KAWNEER OR

APPROVED EQUAL

2" EXPANSION JOINT

ALUM CLOSURE PLATE

ALIGN

SEALANT & BACK-UP BOTH SIDES

DOUBLE STUDS SEE

STRUCTURAL

EXISTING STRUCUTRAL

PIERS AND BEAM TO

REMAIN

STORE FRONT SYSTEM

ALUMINUM CASING TO

MATCH EXISTING

STOREFRONT

BRICK TO MATCH

EXISTING V.I.F

EXISTING

CONSTRUCTION

TO REMAIN

7"

T.1

7.1

2" EXPANSION

JOINT

5A

1F

1F

CLEAN/REPAIR EXISTING

WALL FINISH. REPAINT

ENTIRE WALL

ALIGN

+/- 1' - 1"

V.I.F

+/- 2' - 0 1/2"

BRICK TO MATCH

EXISTING V.I.F

2" EXPANSION JOINT

EXISTING

CONSTRUCTION TO

REMAIN

CAST STONE SILL BY

AMERICAN ARTSTONE

OR APPROVED

WOOD SILL

PAINTED FINISH

CASEMENT ALUMINUM

WINDOW BY KAWNEER OR

APPROVED EQUAL

7"

11.9

5A

T.1

7.1

EXISTING BRICK

VENEER BELOW 1'

- 0

2" EXPANSION JOINT

EXISTING

CONSTRUCTION TO

REMAIN

2" EXPANSION JOINT

AND EXPANSION

JOINT COVER

7"

6A

1F

CLEAN/REPAIR EXISTING

WALL FINISH. REPAINT

ENTIRE WALL

1F

ALIGN

V.I.F

+/- 2' - 0"

2 1/2"

V.I.F

+/- 1' - 2 3/4"

11.9

EXISTING BRICK VENEER

BELOW

EXISTING CONSTRUCTION

TO REMAIN

2" EXPANSION

JOINT

6A

4A

STORE FRONT

SYSTEM

5/8" GWB LAYER ON

2 1/2" STUD

EXTERIOR

INTERIORINTERIOR

INTERIOR EXTERIOR

ALIGN NEW CONSTRUCTION

TO FACE OF EXISTING BRICK

2" EXPANSION

JOINT.

V.I.F

EXISTING COSTRUCTION

TO REMAIN

V.

I.F

FACE OF EXISTING BRICK

FINISH BELOW TO REMAIN

FACE OF EXISTING DRYVIT

FINISH TO REMAIN

3/4" SHEATHING WITH DRYVIT

FINISH TO MATCH EXISTING

ADJACENT WALL BOTH SIDES

AL

IG

N

SEALANT

3/4" SHEATHING WITH DRYVIT

FINISH TO MATCH EXISTING

ADJACENT WALL

EXPANSION JOINT

COVER.

FACE OF EXISTING BRICK

FINISH BELOW TO REMAIN

FACE OF EXISTING DRYVIT

FINISH TO REMAIN

4A

2" EXPANSION

JOINT AND

EXPANSION JOINT

COVER BOTH

SIDED

3/4" SHEATHING WITH DRYVIT

FINISH TO MATCH EXISTING

ADJACENT WALL BOTH SIDES

8" MINIMUM CMU

INFILL, GROUTED

SOLID.

EXISTING COSTRUCTION

TO REMAIN

INTERIORINTERIOR

EXTERIORINTERIOR

INTERIOR

EXISTING WINDOW TO REMAIN

INTERIOR

NEW WALL SYSTEM TO MATCH

EXISTING WALKWAY BRIDGE

CONSTRUCTION

2" EXPANSION JOINT AND

EXPANSION JOINT COVER AT

FLOOR AND WALL, INPRO OR

EQUIVALENT

AL

IG

N

AL

IG

N

5/8" GWB ON STUD .FINISH TO

MATCH EXISTING WALKWAY

BRIDGE FINISH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

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VA

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1:

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AM

1-AE209

AREA A& B - PLAN DETAIL - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1" = 1'-0"3 PLAN DETAIL - BUILDING 1 - 1ST FL- AREA B

1" = 1'-0"2 PLAN DETAIL - BUILDING 1- AREA B

1" = 1'-0"1 PLAN DETAIL - BUILDING 1- AREA B

1" = 1'-0"6 PLAN DETAIL STORE FRONT AT EXISTING COLUMN

1" = 1'-0"9 PLAN DETAIL - BULDING 1- 1ST FLOOR AREA A

1" = 1'-0"10 PLAN DETAIL - BULDING 1- 1ST FLOOR AREA A

1" = 1'-0"11 PLAN DETAIL - BULDING 1- 2ND FLOOR AT EXTERIOR - WEST AREA A

1" = 1'-0"12 PLAN DETAIL - BULDING 1- 2ND FLOOR AT EXTERIOR - NORTH AREA A

1" = 1'-0"7 PLAN DETAIL - BUILDING 1- 1ST FL AREA B

1" = 1'-0"5 PLAN DETAIL- BUILDING 1 2ND FL- AREA B

1" = 1'-0"4 PLAN DETAIL- BUILDING 1- 2ND FLAREA B

1" = 1'-0"8 PLAN DETAIL - BUILDING 1- 2ND FL AREA B

Revisions: Date:

P N

TOS- AREA A

22' - 7"

11.9

FASTENERS AS PER

EXPANSION JOINT

MANUFACTURER

PREFINISHED METAL

FLASHING

COMPRESSIBLE

ROD/BATT INSULATION

FLEXIBLE BELLOWS

TYPE EXPANSION

CONTROL SYSTEM

10.5

5A

GWB RETURN. CAULK TO

TRANSOM.METAL FLASHING

FYPON OR APPROVED

EQUIVALENT TRIM

GWB (BEYOND)

FOAM EXTENDS 3" INTO OPENING

FILL CAVITY WITH BATT

INSULATION

TOS-BRIDGE-

AREA B

22' - 0"

NEW EXPANSION JOINT MATERIAL

2"

STRUCTURAL SUPPORT MEMBERS, REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

EXISTING EXPANSION JOINT MATERIAL

FACTORY FABRICATED TPO

EXPANSION JOINT COVER OVER

FIELD SHEET AND WELD

PRESSURE TREATED 2X WOOD

NAILERS

THROUGH WALL FLASHING

FASTENERS AS PER EXPANSION JOINT

MANUFACTURER

EXPANSION JOINT COVER AND

FLASHING BEYOND

REGLET FLASHING

FIELD MEMBRANE SHOULD RUN INTO THE EXPANSION

JOINT AND CONTINUE UP THE WALL AND TERMINATE

AS INDICATED.

EXISTING CONSTRUCTION

TOS-BRIDGE-

AREA B

22' - 0"

5"

1'-0"

EXISTING

CONSTRUCTION

NOT IN SCOPE

FOAM EXTENDS 3" INTO OPENING

FILL CAVITY WITH BATT

INSULATION

NEW EXPANSION JOINT MATERIAL

2"

STRUCTURAL SUPPORT MEMBERS, REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL

INFORMATION

FACTORY FABRICATED TPO

EXPANSION JOINT COVER OVER

FIELD SHEET AND WELD

PRESSURE TREATED 2X WOOD

NAILERS

FASTENERS AS PER EXPANSION JOINT

MANUFACTURER'S RECOMMENDATIONS

EXPANSION JOINT COVER AND

FLASHING BEYOND

REGLET FLASHING

2" EXPANSION JOINT

COVER BASED ON CS

SERIES FCF OR

EQUIVALENT

CUT BACK AND MODIFY

EXISTING EIFS FINISH/ FRAMING

AND CONSTRUCTION IN THIS

LOCATION AS REQUIRED TO

ACCEPT NEW CEILING ADDITION

AND EXPANSION JOINT COVER

SUSPENTION HANGE

TO STRUCTURE

ABOVE

ALIGN SCHEDULED

CEILING. SEE

RCPS.

MODIFY EXISTING FLASHING /

PROVIDE COUNTER FLASHING

AS REQUIRED FOR

INSTALLATION OF NEW

EXPANSION JOINT AND ROOF

MEMBRANE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

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:3

PM

1-AE210

AREA A&B - ENLARGED DETAIL SECTIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

BLDG 1 - KEY PLAN

3" = 1'-0"2 SECTION DETAIL AT NEW ROOF TO EXISTING ROOF

1 : 61 ENLARGED SECTION

3" = 1'-0"3 SECTION DETAIL AT HIGH TO LOW ROOF

3" = 1'-0"4 SECTION DETAIL AT NEW ROOF AT EXISTING BRIDGE

Revisions: Date:

P-3

RB-1

WOOD SLAT

P-2

P-2

CONTROL

JOINTS, SEE

SHEET GC601

FOR ADDITIONAL

INFORMATION

ALIGN ALIGN

7' - 1 1/2"7' - 1 1/2"

P-2

RB-1

HR-1

8'

9"

9'

0"

CR-1

TY

P.

1'

- 0

/2

TY

P.

3'

- 0

WF-1

(LIGHT-FILTERING

WINDOW FILM ON

EXISTING

WINDOW)

GYP SOFFIT

ACT CEILING

EXISTING BRICK 7' - 1 1/2"

P-2

8'

7"

P-2

RB-1

8'

1/

2"

8'

/2

HR-1

CR-1

P-3

RB-1

WOOD SLAT

8'

7"

9'

0"

P-2

P-2

ALIGN WOOD SLATS &

P-3 WITH

CONTROL JOINT +/-

ALIGN WOOD SLATS &

P-3 WITH

CONTROL JOINT +/-

7' - 1 1/2" 7' - 1 1/2"

P-2

RB-1

WOOD SLAT

3"

7' - 1 1/2"7' - 1 1/2"

P-2

RB-1

WOOD SLAT

8'

7"

9'

0"

P-2

P-4

8'

- 6

/2

4"

HR-1

CR-1

RB-1

8'

9"

P-2

RB-1

P-4

4"

HR-1

CR-1

1'

- 0

/2

3'

- 0

P-5 OVER

CONCRETE BASE

P-4

RB-2

CLOSURE

PANELS TO

MATCH

STOREFRONT

EXISTING

BRICK

CLOSURE

PANELS TO

MATCH

STOREFRONT

RB-2

ANODIZED

ALUMINUM

RB-2

P-2

RB-2

8'

- 3

4"

P-3

RB-1

HR-1

CR-1

8'

- 7

4"

HR-1

CR-1

4"

RB-1

CR-1

HR-1

P-1

RB-1

CR-1

HR-1

P-1

4"

RB-1

CR-1

HR-1

4"

P-1

8'

- 0

4"

RB-1

CR-1

HR-1

P-1

RB-1

CR-1

HR-1

P-1

8'

- 0

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -1

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

6/ 4/

1:

:3

AM

1-AE301

AREA A - INTERIOR ELEVATIONS - BUILDING 1

03/25/2024

LOCH RAVEN VA MEDICAL CENTER

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSUE FOR BID

23-USDVA-02

1/2" = 1'-0"1 FIRST FLOOR AREA A - ELEVATION A

1/2" = 1'-0"2 FIRST FLOOR AREA A - ELEVATION B

1/2" = 1'-0"3 FIRST FLOOR AREA A - ELEVATION C

1/2" = 1'-0"4 SECOND FLOOR AREA A - ELEVATION A

1/2" = 1'-0"5 SECOND FLOOR AREA A - ELEVATION B

1/2" = 1'-0"6 SECOND FLOOR AREA A - ELEVATION C

1/2" = 1'-0"7 FIRST FLOOR

1/2" = 1'-0"8 SECOND FLOOR

1/2" = 1'-0"9 SECOND FLOOR AREA A TR ROOM

1/2" = 1'-0"10 FIRST FLOOR AREA A - TR ROOM

1/2" = 1'-0"11 FIRST FLOOR AREA B - ELEVATION C

1/2" = 1'-0"12 FIRST FLOOR AREA B - ELEVATION A 1/2" = 1'-0"13 FIRST FLOOR AREA B - ELEVATION B

1/2" = 1'-0"14 FIRST FLOOR AREA A HALL TO LOUNGE

1/2" = 1'-0"15 SECOND FLOOR CORRIDER 2A 14C

1/2" = 1'-0"16 1ST FLR - OUTSIDE STORAGE 1A

1/2" = 1'-0"17 1ST FLR - OUTSIDE STOR RM 1A

1/2" = 1'-0"18 1ST FLR - OUTSIDE PHYS OFFICE

1/2" = 1'-0"19 2ND FLR - OUTSIDE STOR 2A

1/2" = 1'-0"20 2ND FLR - OUTSIDE STORAGE 2A

1/2" = 1'-0"21 2ND FLR OUTSIDE TR RM

Revisions: Date:

TE / STORAGE

3-2-NHCU

PROGRAM DIRECTORE

OFFICE

5-2-NHCU

SWING SPACE

7-2-NHCU

CLOSET

CONFERENCE ROOM

1-2-NHCU

RESTROOM

2-2-NHCU

UNISEX TOILET

2-2A-NHCU

HAC

MECH ROOM

11-2-NHCU

MECH CLOSET

CORRIDOR

C1-2-NHCU

CORRIDOR

C2-2-NHCU

STAFF LOUNGE

4-2-NHCU

COMM CARE OFFICE

6-2-NHCU

ADMINISTRATION

8-2-NHCU

MEDICAL DIRECTOR

10-2-NHCU

COMM CARE ADMIN

OFFICE

12-2-NHCU

PHASE 1

N

P N

TE / STORAGE

3-2-NHCU

PROGRAM DIRECTORE

OFFICE

5-2-NHCU

SWING SPACE

7-2-NHCU

CLOSET

CONFERENCE ROOM

1-2-NHCU

RESTROOM

2-2-NHCU

UNISEX TOILET

2-2A-NHCU

HAC

MECH ROOM

11-2-NHCU

MECH CLOSET

CORRIDOR

C1-2-NHCU

CORRIDOR

C2-2-NHCU

STAFF LOUNGE

4-2-NHCU

COMM CARE OFFICE

6-2-NHCU

ADMINISTRATION

8-2-NHCU

MEDICAL DIRECTOR

10-2-NHCU

COMM CARE ADMIN

OFFICE

12-2-NHCU

AREA OF WORK

N P N

PHASE 1

PHASE 2:

RE-CABLE TO EXISTING

OUTLET LOCATIONS WITH

NEW OUTLETS/CONDUITS.

REFER TO TECHNOLOGY

DRAWING FOR ADDITIONAL

INFORMATION

A.

B.

C.

D.

E.

F.

G.

H.

A.

B.

C.

D.

E.

F.

A.

B.

A. PROJECT PHASING/SEQUENCING:

1. WORKS STARTS ON NEW DATA CENTER, FIBER OPTIC DUCT BANK, AND NEW TELECOMMUNICATIONS ROOM LOCATIONS.

WHERE EXISTING TR ROOMS ARE TO REMAIN, EXISTING EQUIPMENT TO BE PROTECTED IN PLACE AND REPLACED/MODIFIED AS PER

ELECTRICAL AND TECHNOLOGY SEQUENCING AND DOCUMENTS.

AREAS WHERE NEW TRS/TES ARE REQUIRED TO BE CONSTRUCTED DEMOLISH AND RENOVATE THESE SPACES COMPLETELY PER DRAWINGS

AND SPECIFICATIONS.

ALL OTHER NEW WORK TO SUPPORT COMPUTER ROOM AND TES/TRS.

TEMPORARY DATA/COMMUNICATION LINE TO BE ESTABLISHED BETWEEN EXISTING TR AND NEW TRS

CABINETS/RACKS, ALL CONTRACT EQUIPMENT MUST BE INSTALLED AND FULLY FUNCTIONAL.

ALL REQUIRED UTILITIES ARE CONNECTED TO COMPUTER ROOM DEMARC.

COMMISSIONED MECHANICAL SYSTEM.

COMPLETE PUNCHLIST – AFTER SUBSTANTIAL OCCUPANCY THERE WILL BE NO UNESCORTED ACCESS BY CONTRACTOR TO DATA CENTER

2. VA MOVES EXISTING SERVER NETWORK EQUIPMENT TO NEW TR ROOMS.

3. NEW AND EXISTING TO REMAIN TRS AND TES READY FOR ACTIVATION. THIS REQUIRES:

RACKS, ALL CONTRACT EQUIPMENT MUST BE INSTALLED AND FULLY FUNCTIONAL.

SECURITY SYSTEM EQUIPMENT MOVED.

ALL CABLING CONNECTED TO WELL LABELED PATCH PANELS.

PUNCHLIST COMPLETE ON ALL TRS/TES.

CHARRETTE FOR ACTIVATION WITH VA AND CONTRACTOR PER SPECIFICATIONS.

TR/TE ACTIVATION SCHEDULE PROVIDED BY VA TO GC.

4. ABANDONED TRS CAN BE FULLY DEMOLISHED AND OTHER CONTRACT WORK FOR THESE LOCATIONS ARE COMPLETED.

REMOVE TEMPORARY CONNECTION BETWEEN EXISTING TR AND NEW TR.

PATCH AND REPAIR EXISTING SPACES PER CONTRACT DOCUMENTS.

5. COMPLETE ALL CLOSE OUT REQUIREMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -2

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

3:

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PM

2-AE100

PHASING AND OVERALL PLAN - BUILDING 2

03/25/2024

LOCH RAVEN VA MEDICAL CENTER, MARYLAND

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSU FOR BID

23-USDVA-02

1/4" = 1'-0"1 BLDG 2 - PHASING PLAN

1/4" = 1'-0"2 BLDG 2 - OVERALL FLOOR PLAN

LEGEND

PROJECT SEQUENCING NARRATIVE

Revisions: Date:

FS

FS

FSFS

TE / STORAGE

3-2-NHCU

CORRIDOR

C1-2-NHCU

CORRIDOR

C2-2-NHCU

TE / STORAGE

3-2-NHCU

CORRIDOR

C1-2-NHCU

CORRIDOR

C2-2-NHCU

EXISTING FINISHES TO REMAIN.

D1

SP

TE / STORAGE

3-2-NHCU

EXISTING LIGHT

TO REMAIN

EXISTING CEILING

AND GRID TO

REMAIN.

T4

COPY/SUPPLY

3-2-NHCU

CORRIDOR

C1-2-NHCU

CORRIDOR

C2-2-NHCU

2x4 SCORED 2x2 ACOUSTICAL

CEILING TILE SYSTEM

2X2 OFFICE LIGHT FIXTURE

EXHAUST GRILLE

SPRINKLER HEAD

PENDANT LIGHT FIXTURE

REFER TO ELECTRICAL DRAWINGS FOR

MOUNTING HEIGHTS

RETURN AIR GRILLE

SUPPLY AIR GRILLE

CABLE TRAY

2X4 OFFICE LIGHT FIXTURE

D1

COPY/SUPPLY

3-2-NHCU

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

NO

T

FO

R

CO

NS

TR

UC

TI

ON

ACELAJH

C :\U se rs

\A Ah m ed

\D oc um en ts \2

3- U

SD

VA

-0 2_

BU

IL

D

IN

G -2

_C

EN

TR

AL

_R Ke im R

2K 6X

.rv t

5/

/2

3:

:1

PM

2-AE101

ICRA, DEMOLITION AND NEW WORK PLAN - BUILDING 2

03/25/2024

LOCH RAVEN VA MEDICAL CENTER, MARYLAND

512-22-710EHRM INFRASTRUCTURE

UPGRADES - LOCH RAVEN

ISSU FOR BID

23-USDVA-02

3/8" = 1'-0"4 BLDG 2 - NEW WORK FLOOR PLAN

3/8" = 1'-0"6 BLDG 2 - FINISH FLOOR PLAN

3/8" = 1'-0"2 BLDG 2 - DEMOLITION FLOOR PLAN

3/8" = 1'-0"3 BLDG 2 - DEMOLITION RCP PLAN

3/8" = 1'-0"5 BLDG 2 - NEW RCP PLAN

3/8" = 1'-0"1 BLDG 2 - ICRA PLAN

LEGEND

KEY NOTES - NEW WORK RCP

MARK DESCRIPTION

1 TE (BY OTHERS). SEE TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION.

D1 EXISTING EQUIPMENT / MATERIAL TO BE RELOCATED AS REQUIRED FOR INSTALLATION OF NEW TE, COORDINATE WITH COR.

KEY NOTES - DEMOLITION

MARK DESCRIPTION

D1 EXISTING EQUIPMENT / MATERIAL TO BE RELOCATED AS REQUIRED FOR INSTALLATION OF NEW TE, COORDINATE WITH COR.

KEY NOTES - NEW WORK

MARK DESCRIPTION

1 TE (BY OTHERS). SEE TECHNOLOGY DRAWINGS FOR ADDITIONAL INFORMATION.

Revisions: Date:

TR

1B-158

1B157

TRIAGE

1B-156

ADU

MACHINE

1C-101

COMP AND

PENSION

1C-107

COMP

PENSION

SUPV

OFFICE

PRIMARY

CARE

COMMON

LOBY

SPACE

C1-16

CHECK - IN

CUBICLES

TELEPHONE

CLOSET

C1-15

CORRIDOR

C1-13

CORRIDOR

C1-14

CORRIDOR

PHASE 1

N P N

AREA OF WORK

EXISTING EQUIPMENT TO BE

RELOCATED FROM THIS

LOCATION. PATCH AND REPAIR

ALL EXISTING FINISHES.

5-AE101

PHASE 1

PHASE 2:

RE-CABLE TO EXISTING OUTLET

LOCATIONS WITH NEW

OUTLETS/CONDUITS. REFER TO

TECHNOLOGY DRAWING FOR

ADDITIONAL INFORMATION

A.

B.

C.

D.

E.

F.

G.

H.

A.

B.

C.

D.

E.

F.

A.

B.

A. PROJECT PHASING/SEQUENCING:

1. WORKS STARTS ON NEW DATA CENTER, FIBER OPTIC DUCT BANK, AND NEW TELECOMMUNICATIONS ROOM LOCATIONS.

WHERE EXISTING TR ROOMS ARE TO REMAIN, EXISTING EQUIPMENT TO BE PROTECTED IN PLACE AND REPLACED/MODIFIED AS PER

ELECTRICAL AND TECHNOLOGY SEQUENCING AND DOCUMENTS.

AREAS WHERE NEW TRS/TES ARE REQUIRED TO BE CONSTRUCTED DEMOLISH AND RENOVATE THESE SPACES COMPLETELY PER DRAWINGS

AND SPECIFICATIONS.

ALL OTHER NEW WORK TO SUPPORT COMPUTER ROOM AND TES/TRS.

TEMPORARY DATA/COMMUNICATION LINE TO BE ESTABLISHED BETWEEN EXISTING TR AND NEW TRS

CABINETS/RACKS, ALL CONTRACT EQUIPMENT MUST BE INSTALLED AND FULLY FUNCTIONAL.

ALL REQUIRED UTILITIES ARE CONNECTED TO COMPUTER ROOM DEMARC.

COMMISSIONED MECHANICAL SYSTEM.

COMPLETE PUNCHLIST – AFTER SUBSTANTIAL OCCUPANCY THERE WILL BE NO UNESCORTED ACCESS BY CONTRACTOR TO DATA CENTER

2. VA MOVES EXISTING SERVER NETWORK EQUIPMENT TO NEW TR ROOMS.

3. NEW AND EXISTING TO REMAIN TRS AND TES READY FOR ACTIVATION. THIS REQUIRES:

RACKS, ALL CONTRACT EQUIPMENT MUST BE INSTALLED AND FULLY FUNCTIONAL.

SECURITY SYSTEM EQUIPMENT MOVED.

ALL CABLING CONNECTED TO WELL LABELED PATCH PANELS.

PUNCHLIST COMPLETE ON ALL TRS/TES.

CHARRETTE FOR ACTIVATION WITH VA AND CONTRACTOR PER SPECIFICATIONS.

TR/TE ACTIVATION SCHEDULE PROVIDED BY VA TO GC.

4.…