Bid Documents Part 5.pdf

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DN

UP

AE201-B45

AE201-B45

AE201-B45

AE301-B45

AE302-B45

FLAT ROOF

BELOW

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A

B

E

G

201-45

OPEN

OFFICE

202-45

CONFERENCE

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STAIR 1

203A-45

LOCKERS

203-45

STAFF

LOUNGE

204-45

CHIEF

OFFICE205-45

ASSIST

CHIEF

OFFICE

206-45

PROSTHETICS

REP OFFICE

207-45

COPY/

WORK/MAILING

227-45

ELECTRICAL

208-45

STAFF

TOILET

C200-45

CORRIDOR

226-45

DME ACTIVE

STORAGE

222-45

ELEVATOR

EQUIP

220-45

MECHANICAL

221-45

TELECOM

225-45

WHEELCHAIR

PARTS

STORAGE

S202-45

STAIR 2

OPEN TO

BELOW

AE303-B45

228-45

PROSTHETICS/

ORTHOTICS

MAINTENANCE

224-45

SHOE

MODIFICATION

STORAGE

223-45

PARTS

STORAGE

10'-0"

'-0

AE411-B45

AE303-B45

AE301-B45

AE303-B45

AE302-B45

AE315-B45

F

H

C

D

FEC

FEC

AE411-B45 7

AE417-B45

AE411-B45

224-45

S202-45 223-45

2-

5-

6-

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1-

8-

7-

8-

220B-45

6-

5-

4-

3B

-4

203A-45

S201-45

2-

AE212-B45

AE211-B45

AE211-B45

AE320-B45

AE320-B45

AE325-B45

AE315-B45

AE323-B45

CO2 FECCR

C200-45

CORRIDOR

AE322-B45

AE314-B45

AE313-B45

AE322-B45

AE322-B45

AE312-B45

AE502

TYP

AE501

TYP AE502

AE501

TYP

AE502

TYP

AE530

AE311-B45

AE502

TYP/SIM

NOTE:

SEE EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.

SEE SHEET GI003 FOR NOTES, SYMBOLS AND KEYNOTES.

FIELD VERIFY ALL EXISTING MASONRY OPENINGS

AE541

AE541

SIM

SIM

AE541

SIM

AE541

SIM

AE502

SIMAE541

TYP

AE502

AE542

SIM/MIR

AE540

AE542

AE111.1-B45

AE111.1-B45

AE111.2-B45

FL2

AE313-B45

AE502

TYP

AE502

SIM

AE503

AE541

AE541

SIMAE541

SIM/MIR

AE542

AE542

SIM

AE542

TYP

CRICKET

RO3

SEE SHEET AE131-B45

FOR ADDITIONAL

WORK IN THIS AREA

PROVIDE PRECAST CONCRETE

SPLASH BLOCK SET ON

WALKWAY PAVER PAD

PROVIDE PRECAST CONCRETE

SPLASH BLOCK SET ON

WALKWAY PAVER PAD

SIM

AE502

SIM

AE541

TYP

AE542

AE501

AE503

AE503

AE502

SIM

AE543

3 AE543

AE543

AE543

AE540

RO7

RO7

PROVIDE PRECAST CONCRETE

SPLASH BLOCK SET ON

WALKWAY PAVER PAD

PROVIDE PRECAST CONCRETE

SPLASH BLOCK SET ON

WALKWAY PAVER PAD

DEDUCT ALTERNATE

DEDUCT ALTERNATE

AE312-B45

AE551

AE503

SIM

AE501

SIM

FL13

FL13

FL13

FL13

SEE SHEET AE131-B45 FOR

ADDITIONAL WORK IN THIS

AREA

RO8

RO8

RO8

RO8RO8

RO8

RO8

AE530

FL6

FL6

AE312-B45

DEDUCT ALTERNATE

AE313-B45

MIR/SIM

AE313-B45

AE313-B45

AE541

TYP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:1

:5

A

M

AE121-B45

SECOND LEVEL FLOOR PLAN -

BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 SECOND LEVEL FLOOR PLAN - BUILDING 45

0 8' 16'4'

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

Signature:_________________

Date:__________ License# 42138

ALIGN

AE301-B45

AE302-B45

31 4 6 8 10 11 12 13 14 15 17 18

A

B

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G

AE303-B45

AE303-B45

AE301-B45

AE303-B45

AE302-B45

AD311-B50

AE315-B45

F

H

C

D

224-45

SHOE

MODIFICATION

STORAGE

223-45

PARTS

STORAGE

220-45

MECHANICAL

220-45

MECHANICAL

221-45

TELECOM

E-1

ELEVATOR

222-45

ELEVATOR

EQUIP

C200-45

CORRIDOR

225-45

WHEELCHAIR

PARTS

STORAGE 226-45

DME ACTIVE

STORAGE 227-45

ELECTRICAL

228-45

PROSTHETICS/

ORTHOTICS

MAINTENANCE

201-45

OPEN

OFFICE 202-45

CONFERENCE

S200-45

STAIR 1

203A-45

LOCKERS203-45

STAFF

LOUNGE

204-45

CHIEF

OFFICE

205-45

ASSIST

CHIEF

OFFICE206-45

PROSTHETICS

REP OFFICE

207-45

COPY/

WORK/MAILING

208-45

STAFF

TOILET

S202-45

STAIR 2

224-45

S202-45

223-45

220B-45 S201-45

203A-45

3B

-4

4-

5-

6-

8-

2-

8-

7-

6-

5-

220A-45

2-

1-

9'-6" 11'-10 7/8" 9'-11" 10'-6" 13'-9 5/8" 9 7/8"

9 7/8"

18'-1 1/8" 11'-1 3/8" 10'-3 3/8" 6'-11" 8'-5" 1'-6"

5'- 0"

7' -1

/2

7'

-1

1/ 8"

4' -9

/2

10'-4 1/4"

25'-2 3/8" 18'-0" 6'-0" 12'-2 1/4"

'-0

5'

-1

/8

9'-11 3/8"

'-0

1'-4 1/2" 9'-0 3/8" 25'-11 1/4" 4 5/8"

8'-4"

AE315-B45

AE314-B45

12'-0" 14'-0" 12'-5" 5'-7" 11'-2 1/2" 18'-0 1/2" 14'-0" 10'-1" 14'-0" 18'-7" 21'-6" 21'-0" 12'-2"

2'-9"

'-3

/8

'-2

'-2

8'-

0"

'-9

6'-

1'- 4"

6'- 9"

AE320-B45

AE323-B45

AE325-B45

AE417-B45

AE411-B45

AE320-B45

1'- 6"

14'-1"

5'-1" 3'-8"MO 7'-4" 3'-8"MO 7'-4" 3'-8" MO 7'-4"

3'-8" MO

8'-5" 3'-8" MO 3'-8" MO 7'-0" 3'-8"MO 7'-8" 3'-8" MO 10'-0" 3'-8" MO 5'-0" 3'-8" MO 4'-3 1/2"

AE313-B45

AE312-B45

XN3

XN6

XN6

5'- 0"

1'- 6"

B3bsB3bs B3bs

B6bs

XN10

XN10

XN6

9'-1"

1'- 6"

10"

1'- 6"

5 5/8" 10 1/2"

1' -5

/8

10"10"

OPEN TO

BELOW

AE311-B45

MA12

XN3

XN3

MA12

XN3

XP3

NOTE:

SEE EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.

SEE SHEET GI003 FOR NOTES, SYMBOLS AND KEYNOTES.

FIELD VERIFY ALL EXISTING MASONRY OPENINGS

AE313-B45

PRECAST SPLASH BLOCK(TYP). SEE

ROOF PLAN FOR ADDITIONAL

INFORMATION

AE502

AE312-B45

AE551

AE312-B45

AE313-B45

AE313-B45

AE502

TYP

AE502

TYPAE541

TYP

AE541

SIM

AE503

SIM

AE501

SIM

AE502

TYP

AE502

TYP/SIM

AE541

SIM

AE541

SIM

AE502

SIM

AE542

AE503

AE541

SIM

SIM

AE502

SIM

AE502

AE542

AE501

TYP

AE542

SIM

AE501

TYP

AE542

SIM/MIR

AE502

SIM

AE543

4 AE543

AE543

AE543

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:1

:0

A

M

AE122-B45

SECOND LEVEL DIMENSION PLAN

- BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 SECOND LEVEL DIMENSION PLAN - BUILDING 45

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

AE301-B45

AE302-B45

31 4 6 8 10 11 12 13 14 15 17 18

A

B

E

G

AE303-B45

AE303-B45

AE301-B45

AE303-B45

AE302-B45

SL

O

PE

SL

O

PE

SL

O

PE

SLO

PE SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

SLOPE

COPPER ROOFING AND SIDEWALL

MEMBRANE ROOF ON TAPERED

INSULATION

SLOPE

1/4" PER 1'-0" MIN

AE315-B45

F

H

C

D

AE315-B45

RIDGE

+2"+8.75" +8.5"

+5"

SL

O

PE

SL

O

PE

RIDGE

RIDGE

RIDGE

VALLEY

VALLEY

SLOPE

SLO

PE

SLOPE

REINSTALL SALVAGED ROOF

VENT OVER PRE-

MANUFACTURED INSULATED

CURB (TYP). SEE ELEVATIONS

AE314-B45

SLOPE

+2"

+5"

RO1

RO2

RO2

AE311-B45

AE313-B45

AE312-B45

SLOPE

SLOPE

AE530

AE530 RO5

RO5

RO5

RO5

RO5

RO5

RO5

AE311-B45

+8.75"

AE313-B45

SLOPESLOPESLOPE

SL

O

PE

SL

O

PE

SL

O

PE

SL

O

PE

SEE SHEET AE121-B45 FOR

ADDITIONAL WORK IN THIS

AREA

RIDGE

RO6RO6

RO7

RO7

AE312-B45

SEE SHEET AE121-B45 FOR

ADDITIONAL WORK IN THIS

AREA

AE312-B45

AE313-B45

AE313-B45

AE530

AE530

ROOF KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RO1 PREP AREA FOR REROOFING. REPLACE DAMAGED ROOF SHEATHING AS

REQUIRED. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.

RO2 PRIMARY AND OVERFLOW ROOF DRAIN SEE DETAIL

RO3 SEE MECHANICAL FOR ROOF CURB AND ROOF VENT

RO4 REINSTALL SALVAGED ROOF VENT OVER ROOF CURB AND VENT. SEE

MECHANICAL FOR ADDITIONAL INFORMATION

RO5 PREFINISHED METAL GUTTER AND DOWNSPOUT SYSTEM. SEE

ELEVATIONS FOR ADDITIONAL INFORMATION

RO6 PROVIDE PRECAST CONCRETE SPLASH BLOCK SET ON WALKWAY PAVER

PAD

RO7 PROVIDE ROOF WALK WAY PAD. MIN 3'-0" WIDE. COORDINATE LOCATIONS

WITH COR

RO8 PATCH ROOF DECK AS REQUIRED FROM STEEL BRACING INSTALLATION

AND REMOVAL. SEE STRUCTURAL FOR BRACING LOCATIONS.

/1 AE530

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

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M

AE131-B45

ROOF PLAN - BUILDING 45 CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 ROOF PLAN - BUILDING 45

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

8 10 11 12 13 14

A

B

E

G

F

H

C

D

SL

O

PE

SL

O

PE

SL

O

PE

SLO

PE SLOPE

SLOPE

DEDUCT ALTERNATE 4 - ELIMINATE DORMER

SLOPE

1/4" PER 1'-0" MIN

RIDGE

+8.75"

SL

O

PE

SL

O

PE

RIDGE

RIDGE

SLOPE

+2"

+5"

SLOPE

SLOPE

RO5

+8.75"

AE111.2-B45

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

TO MASONRY @ ADDITION

12'-0"

DEDUCT ALTERNATE 4 - ELIMINATE DORMER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

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.r v t

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/2

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:1

A

M

AE131.1-B45

DEDUCT ALT. - ROOF PLAN AND

EXTERIOR ELEVATIONS -BUILDING

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB/JT16149

3/16" = 1'-0"1 DEDUCT ALTERNATE 4 - PARTIAL ROOF PLAN - BUILDING 45

1/8" = 1'-0"2 DEDUCT ALTERNATE 4 - EAST ELEVATION - BUILDING 45

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

AL

IG

N

ALIGN

AE301-B45

AE302-B45

31 4 6 8 10 11 12 13 14 15 17 18

A

B

E

G

AE303-B45

AE303-B45

AE301-B452

AE303-B45

AE302-B45

AE315-B45

S100-45

STAIR 1

101-45

RECEPTION

111-45

STAFF

TOILET

C102-45

CORRIDOR

C100-45

CORRIDOR

C103-45

CORRIDOR

126-45

ORTHO

SUPERVISOR

OFFICE

S102-45

STAIR 2

122-45

STAFF

TOILET 151-45

TELECOM

120-45

TEAM

EVALUATION

130D-45

CAD/ CAM

130E-45

TRASH

150-45

ELECTRICAL

108-45

FITTING /

EXAM SOFT

GOODS

110-45

HAC

115-45

EQUIPMENT

STORAGE

113-45

DYNAMIC

ALIGNMENT

114-45

CAST

109-45

FACIAL/

BODY

FITTING

STUDIO

116-45

FITTING /

EXAM SOFT

GOODS

112-45

SOILED

HOLDING

107-45

FITTING /

EXAM SOFT

GOODS

117-45

FITTING /

EXAM

CUSTOM

FAB

106-45

FITTING /

EXAM SOFT

GOODS

105-45

FITTING /

EXAM SOFT

GOODS

104-45

FITTING /

EXAM SOFT

GOODS

103-45

FITTING /

EXAM SOFT

GOODS

102-45

PATIENT

TOILET

130-45

PROSTHETICS

LAB

125-45

MECHANICAL

FIRE/H20 124-45

ELECTRICAL

119-45

PATIENT /

PUBLIC

TOILET

118-45

PATIENT /

PUBLIC

TOILET

100-45

LOBBY

123-45

OPEN

OFFICE

130C-45

PROSTHETICS/

ORTHOTICS

FUME

130A-45

LAB

RESTORATION130B-45

LAB DUST

ROOM

E-1-45

ELEVATOR

F

H

C

D

PENDANT LIGHT (TYP)

AFF8'-6"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF8'-6"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF9'-0"

AFF8'-6"

AFF8'-6"

AE315-B45

AFF9'-0"

AFF9'-0"

AE314-B45

AE412-B45

AE413-B45

AE414-B45

AE415-B45

AE560

AE560

AFF8'-6"

AE560

2'- 0"

AE313-B45

AE312-B45

RC2

RC1

AE560

AE560

RC1RC1

RC1RC1

CL CL CL CL CLCL CL CLCL

6'- 0"

8'- 0"

2'- 0"

AFF9'-0"

C101-45

CORRIDOR

6'-7 1/4"

2'-4 1/2"

4'-2 5/8"

AFF10'-10"

AFF10'-10"

1'-

3'-

6" 2'-

8"

2'-6"

2'-

2'-

6" 3'

-3

/2

8"

AE560

A1200

EXPOSED

EXPOSED

EXPOSED

CCT-3

CCT-2

CCT-2

1'-6"1'-1"

CCT-2

6"

CCT-5

RC1

CCT-7

CCT-7

AE560

NOTE:

SEE EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.

SEE SHEET GI003 FOR NOTES, SYMBOLS AND KEYNOTES.

RECESSED LIGHT

FIXTURE (TYP)

GRAIN

DIRECTION

GRAIN DIRECTION

RC6

RC6

AE313-B45

RC7

AFF8'-6"

2'- 0"

AFF9'-0"

AFF9'-0"

RC8

RC8

OPEN TO ABOVE

OPEN TO

ABOVE

AFF8'-10"

AFF10'-9"

AE523

TYP AT EXAM

AE523

TYP AT

OPEN

OFFICE

AFF8'-10"

AFF10'-9"

AFF8'-10"

AFF10'-9"

AFF10'-9"

AFF8'-10"

AFF10'-9" AFF8'-10"

AFF8'-10"

AFF10'-9"

AFF8'-10"

AFF10'-9"

AFF9'-0"

RS-1 RS-1

RS-2

RS-1

RS-1

RS-1

RS-1 RS-1 RS-1

RS-1

RS-1 RS-1

RS-1

RS-1 RS-1 RS-1

RS-1

RS-1

RS-1

RS-1

RS-1

RS-1

RS-1

RS-1

RS-1

RS-1RS-1

RS-1

RS-2

RS-1

AE312-B45

AE551

AE560

TYP AT RS-2

AE313-B45

RS-1 RS-1

AE313-B45

2' -3

5/

8"

1'- 2"

DEDUCT ALTERNATE 14

5'-2"

1' -3

/8

1'- 0"

1' -3

/8

1' -9

/8

1'-5 1/8" 1'-5 1/8"

PLAM JOINT (TYP)EXPOSED

AE560

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS, GYP BD SOFFITS

AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS OF WALL

CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE. COORDINATE CABINET

DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT DETAILS ARE REFERENCED FROM THE

REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS. CENTER ALL

HEADS IN ACT UNLESS NOTED OTHERWISE.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

SUSPENDED

LIGHT FIXTURE

RECESSED LIGHT

FIXTURE OR

PENDANT LIGHT -

SEE PLAN

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 CUBICAL CURTAIN TRACK. SEE SHEET AE560 FOR TYPES

RC2 VENT HOOD. SEE MECHANICAL

RC3 SPLIT CEILING GRID AT THIS LOCATION

RC4 PATIENT LIFT. SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

RC5 PROVIDE 24" X 24" MINIMUM ACCESS PANELS AS NEEDED PER

SPECIFICATIONS SECTION 08 31 13

RC6 ACCESS PANEL, MIN 2'-0" x 2'-0". COORDINATE SIZE AND LOCATION WITH

SPEC SECTION 08 31 13 AND MEP. AT RECEPTION DESK PLAM SOFFIT

ACCESS PANELS TO BE ON THE TOP OF SOFFIT.

RC7 CENTER RECESSED LIGHT FIXTURE ON CENTERLINE OF EXISTING WDW

OPENING TYP

RC8 PAINT PORCH CEILING P-10

RC9 PAINT GYP BD CEILING P-4

RC10 PATIENT FALL PROTECTION RAIL. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AC111-B45

FIRST LEVEL REFLECTED CEILING

PLAN - BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 FIRST LEVEL REFLECTED CEILING PLAN - BUILDING 45

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

N

AL

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ALIGN

AL

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ALIGN

AE301-B45

AE302-B45

31 4 6 8 10 11 12 13 14 15 17 18

B

E

G

AE303-B45

AE303-B45

AE303-B45

AE302-B45

AD311-B50

AE315-B45

224-45

SHOE

MODIFICATION

STORAGE

223-45

PARTS

STORAGE

228-45

PROSTHETICS/

ORTHOTICS

MAINTENANCE

201-45

OPEN

OFFICE

202-45

CONFERENCE

S200-45

STAIR 1

203A-45

LOCKERS

203-45

STAFF

LOUNGE

204-45

CHIEF

OFFICE

205-45

ASSIST

CHIEF

OFFICE

206-45

PROSTHETICS

REP OFFICE

207-45

COPY/

WORK/MAILING

227-45

ELECTRICAL

208-45

STAFF

TOILET

C200-45

CORRIDOR

226-45

DME ACTIVE

STORAGE

222-45

ELEVATOR

EQUIP

220-45

MECHANICAL

221-45

TELECOM

225-45

WHEELCHAIR

PARTS

STORAGE

S202-45

STAIR 2

E-1

ELEVATOR

F

H

C

D

AFF8'-6" AFF8'-6"AFF8'-6"AFF8'-6"AFF9'-0"AFF9'-0"

AFF8'-6"

AFF8'-6"

AFF8'-6"

AFF8'-6"

AFF8'-6"

AFF10'-0"

AFF8'-6"

OPENING

AFF8'-6"AFF8'-6"

AFF10'-0"

AFF8'-6"

AFF8'-4"

AE560

AE313-B45

AE312-B45

AE560

1'- 2"

2'-6" 6"

AE560

AFF8'-4"

AFF10'-1"

AE560

2'-

0" AFF10'-1"

AFF8'-4"

AE560

41'-1"

NOTE:

SEE EQUIPMENT PLAN FOR ADDITIONAL INFORMATION.

SEE SHEET GI003 FOR NOTES, SYMBOLS AND KEYNOTES.

AE313-B45

EXPOSED

EXPOSED

EXPOSED

AFF10'-0"

AFF8'-4"

AFF8'-4"

AFF10'-0"

/8

10 7/8"

AFF8'-4"

AFF10'-1"

1' -0

/8

AFF8'-4"

AFF10'-1"

/8

AFF8'-4"AFF10'-1"AFF8'-4"

AFF10'-1"

AFF8'-4"

AFF10'-1"

AE523

SIM

2'- 0"

AL

IG

N (T

YP

RS-1

AFF8'-4"

AFF10'-0"

AFF8'-4"

AFF10'-0"

AFF8'-4"

AFF10'-0"

AFF8'-4"

AFF10'-0"

AFF8'-4"

AFF10'-0"

AFF8'-4"

AFF10'-0"

AE523TYP AT 225-45,

226-45 & 228-45

AE523

SIM

AFF8'-4"

AFF10'-0"

SIM

AE523

AE524

TYP

AE560

RS-1

RS-1

RS-1

RS-1 RS-1

RS-1

RS-4RS-1RS-1RS-1RS-1

AE312-B45

AE560

AE312-B45

AFF8'-4"

7/

8"

AE313-B45

AE313-B45

AFF9'-0"

100-45

LOBBY101-45

RECEPTION

AE418-B45

EXPOSED

CJ CJ

1' -2

/8

1' -2

/8

ALIGN

1' -2

/8

/8

1'-2 7/8"

/8

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS, GYP BD SOFFITS

AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS OF WALL

CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE. COORDINATE CABINET

DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT DETAILS ARE REFERENCED FROM THE

REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS. CENTER ALL

HEADS IN ACT UNLESS NOTED OTHERWISE.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

SUSPENDED

LIGHT FIXTURE

RECESSED LIGHT

FIXTURE OR

PENDANT LIGHT -

SEE PLAN

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 CUBICAL CURTAIN TRACK. SEE SHEET AE560 FOR TYPES

RC2 VENT HOOD. SEE MECHANICAL

RC3 SPLIT CEILING GRID AT THIS LOCATION

RC4 PATIENT LIFT. SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

RC5 PROVIDE 24" X 24" MINIMUM ACCESS PANELS AS NEEDED PER

SPECIFICATIONS SECTION 08 31 13

RC6 ACCESS PANEL, MIN 2'-0" x 2'-0". COORDINATE SIZE AND LOCATION WITH

SPEC SECTION 08 31 13 AND MEP. AT RECEPTION DESK PLAM SOFFIT

ACCESS PANELS TO BE ON THE TOP OF SOFFIT.

RC7 CENTER RECESSED LIGHT FIXTURE ON CENTERLINE OF EXISTING WDW

OPENING TYP

RC8 PAINT PORCH CEILING P-10

RC9 PAINT GYP BD CEILING P-4

RC10 PATIENT FALL PROTECTION RAIL. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

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.r v t

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AC121-B45

SECOND LEVEL REFLECTED

CEILING PLAN - BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 SECOND LEVEL REFLECTED CEILING PLAN - BUILDING 45

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

LI

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O F

CO

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LI

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S

O F

CO

NS

TR

UC

TI

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LIMITS OF CONSTRUCTION

B246-110

ET

WORKSHOP

B247-110

TECH

OFFICE

B245-110

TECH

OFFICE

B243-110

BIOMED

PARTS

B244-110

HAC

B242-110

BIOMED

C2B-5-110

CORRIDOR

C2B-1-110

CORRIDOR

B227-110

WORKSTATIONB216-110

TOILET

B227A-110

BREAK

B229-110

OFFICE

B227B-110

FILES

C2B-4-110

CORRIDOR

B214-110

TELECOM

B226-110

COPY

B228-110

OFFICE

B230-110

OFFICE

B230A-110

STORAGE

B232-110

OFFICE

B234-110

OFFICE

B236-110

OFFICE

B238-110

CONFERENCEB239-110

WORKSTATION

B235-110

WORKSTATION

B231-110

WORKSTATION

S2B-5-110

STAIR

B212-110

ELEC

S2B-2-110

STAIR-2

B219

WOMEN'S

TOILET

B22

STORAGEB223

OFFICE

B225

STORAGE

B224

SHARED

OFFICE

B220

BIO

ENGINEERING

E2B-10

ELEVATOR

B209A

CHASE B209

STORAGE

E2B-11 Room

C2B-10

CORRIDOR

XN3

3'-0"

XN3

LIMITS OF CONSTRUCTION

B227-110

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

FL1

B3

FL4

FL1

FL1

FL4

FL1

FL1

FL4

B3

FL15

FL1

FL1

FL1

FL5

FL5

FL5

FL5

FL5

FL5

FL1

FL1

FL5

FL5

FL5

FL5

FL5

FL5

FL5

FL5

FL5

FL5

FL5

FL5

XN3

FL9

FL3

APROX 24"X36"

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE OF CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

2. CONTRACTORS SHALL VISIT THE SITE DURING BIDDING TO BECOME FAMILIAR WITH

THE EXISTING CONDITIONS. THE GENERAL CONTRACTOR SHALL LOCATE, INSPECT

AND FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR

TO DEMOLITION AND CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. WHEREVER OPENINGS ARE CUT THROUGH FIRE RATED PARTITIONS, IT SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR FOR WHOM THE HOLE IS CUT TO PATCH

AND REPAIR ANY OPENING TO MAINTAIN THE INTEGRITY OF THE FIRE RATING.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. FIREPROOFING SHALL BE UNPIERCED. ANY SUBCONTRACTOR PENETRATING THE

FIREPROOFING SHALL BE REQUIRED TO REPLACE FIREPROOFING TO THE ORIGINAL

CONDITION AND FIRE RATING, AT THE SUBCONTRACTORS EXPENSE.

7. EQUIPMENT UNIT DIMENSIONS ARE FOR PRODUCT DESCRIPTION ONLY, VERIFY SIZE

WITH MANUFACTURER.

8. ALL DIMENSIONS PERTAINING TO MECHANICAL OR ELECTRICAL SERVICES OR

EQUIPMENT SHALL BE VERIFIED WITH THE RESPECTIVE TRADE.

9. ALL CONTRACTORS THAT PENETRATE AND/OR DISTURB ANY AREAS AT EXISTING

CONDITIONS SHALL PATCH AREA TO MATCH EXISTING ADJACENT AREA OR

SURFACE AND PREPARE FOR SCHEDULED FINISH APPLICATION. COORDINATE WORK

WITH GENERAL CONTRACTOR PRIOR TO PROCEEDING.

10. VERIFY HEIGHTS AND LOCATIONS OF ACCESS PANELS (AP) AND COORDINATE

TYPES WITH TRADES WHICH REQUIRE THEM.

11. PROVIDE LINTELS AND FRAMING FOR GRILLES, LOUVERS, AND ROOF VENTS AS

REQUIRED BY MECHANICAL CONTRACTOR, VERIFY SIZE AND LOCATION.

12. STRUCTURAL, MECHANICAL, AND ELECTRICAL ABBREVIATIONS AND SYMBOLS MAY

DIFFER FROM ARCHITECTURAL. SEE RESPECTIVE SECTIONS AND/OR DRAWINGS FOR

DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FRT

PLYWOOD BACKING BEHIND ALL SURFACE MOUNTED FIXTURES AND EQUIPMENT,

UNLESS NOTED OTHERWISE.

14. CONTRACTOR SHALL EVALUATE INTEGRITY OF ALL PARTITIONS INDICATED BY

SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE AND UPGRADE

AS REQUIRED. ALL FIRE RESISTIVE RATED WALLS SHALL BE CONSTRUCTED OF

MATERIALS / ASSEMBLIES MEETING THE RATING INDICATED, TERMINATE AT THE

DECK ABOVE WITH A TESTED HEAD OF WALL ASSEMBLY AND ALL PENETRATIONS

SHALL BE SEALED WITH A TESTED ASSEMBLY. ALL SMOKE PARTITIONS SHALL BE

CONSTRUCTED OF MATERIALS THAT RESIST THE PASSAGE OF SMOKE, TERMINATE

AT THE DECK ABOVE WITH A JOINT SEALED WITH FIRE CAULK AND ALL

PENETRATIONS SHALL BE SEALED WITH FIRE CAULK.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0" DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

FLOOR PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FL1 PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING FINISHES

ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE

PARTITION WHERE PATCHING OCCURS.

FL2 PROVIDE FIRE RETARDANT PLYWOOD 3 SIDES OF ROOM. SEE TYPICAL

ELEVATIONS SHEET AE211

FL3 AT AREAS OF ELECTRICAL, TECHNOLOGY OR MED GAS WORK. SAW CUT

OPENING IN CLAY TILE PARTITION FOR ELECTRICAL OR MED GAS BOX AND

GRIND VERTICAL CHANNEL FROM ABOVE CEILING TO BOX FOR CONDUIT.

INSTALL CONDUIT / PIPE IN CHANNEL AND PATCH PLASTER. PAINT ENTIRE

PARTITION WHERE PATCHING OCCURS. - SEE ELECTRICAL & TECHNOLOGY

OR MED GAS PLANS FOR ADDITIONAL INFORMATION

FL4 INFILL OPENING AND PATCH PARTITION, WITH MATERIALS TO MATCH

EXISTING ADJACENT SURFACES, AS REQUIRED FROM DEMOLITION. WHERE

EXISTING FINISHES ARE DISTURBED PAINT TO MATCH ADJACENT FINISH,

PAINT ENTIRE PARTITION, BOTH SIDES AS REQUIRED, WHERE PATCHING

OCCURS.

FL5 PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM WATER DAMAGE AND REMOVAL OF

WALLCOVERING. PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE

PARTITION / WALL WHERE PATCHING OCCURS.

FL6 REPAIR, REFINISH, MODIFY AND REINSTALL SALVAGED RAILING IN SAME

LOCATION. SEE DETAILS AND ELEVATIONS FOR ADDITIONAL WORK.

FL7 SEE CIVIL FOR RAMP, STOOP AND STAIR AT DOOR

FL8 PATCH / INFILL OPENINGS IN BRICK VENT. USE SALVAGED BRICK AS

REQUIRED TO FILL GAPS. SIZE OF BRICK VENT AREAS VARIES. FIELD

VERIFY

FL9 PATCH FLOOR SUBSTRATE

FL10 PROVIDE SPANDREL GLASS SPANDREL INSULATION AT THIS LOCATION.

SEAL INSULATION VAPOR TIGHT TO WINDOW FRAME.

FL11 PATCH OPENING IN CONCRETE FLOOR AT REMOVED DOWNSPOUT

FL12 PATCH ALL OPENINGS IN CONCRETE STAIRS AT REMOVED RAILINGS

FL13 EXPOSED STRUCTURE PAINT

FL14 PROVIDE PRECAST CONCRETE SPLASH BLOCK, 24" x 16" MIN

FL15 INFILL OPENING WITH XN3 OR PROVIDE RATED SHAFT WALL PARTITION AS

REQUIRED AND PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING

ADJACENT SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING

FINISHES ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT

ENTIRE PARTITION, BOTH SIDES AS REQUIRED, WHERE PATCHING

OCCURS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

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:1

:0

A

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AE122-B110

SECOND LEVEL FLOOR PLAN -

BUILDING 110

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/8" = 1'-0"1 SECOND LEVEL FLOOR PLAN - BUILDING 110 (DEDUCT ALTERNATE 1)

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

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LIMITS OF CONSTRUCTION

B246-110

ET

WORKSHOP

B247-110

TECH

OFFICE

B245-110

TECH

OFFICE

B243-110

BIOMED

PARTS

S2B-2-110

STAIR-2

B244-110

HAC

B242-110

BIOMED

C2B-5-110

CORRIDOR

C2B-1-110

CORRIDOR

B227-110

WORKSTATION

B216-110

TOILET

B227A-110

BREAK

B229-110

OFFICE

B227B-110

FILES

C2B-4-110

CORRIDOR

B214-110

TELECOM

B226-110

COPY

B228-110

OFFICE

B230-110

OFFICE

B230A-110

STORAGE

B232-110

OFFICE

B234-110

OFFICE

B236-110

OFFICE

B238-110

CONFERENCE

B239-110

WORKSTATION

B235-110

WORKSTATION

B231-110

WORKSTATION

S2B-5-110

STAIR

B212-110

ELEC

B219

WOMEN'S

TOILET

B22

STORAGEB223

OFFICE

B225

STORAGE

B224

SHARED

OFFICE

B220

BIO

ENGINEERING

E2B-10

ELEVATOR

B209A

CHASE B209

STORAGE

E2B-11 Room

C2B-10

CORRIDOR

LINE OF GYP BD SOFFIT BELOW ACT

CEILING. PAINT

EXISTING CEILING TO REMAIN

LIMITS OF CONSTRUCTION

NOTE:

ACT CEILING TILE AND GRID TO MATCH HEIGHT OF

REMOVED ACT CEILING SYSTEM

EXISTING SOFFIT PAINT

ALIGN NEW

CEILING GRID

WITH EXISTING

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS, GYP BD SOFFITS

AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS OF WALL

CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE. COORDINATE CABINET

DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT DETAILS ARE REFERENCED FROM THE

REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS. CENTER ALL

HEADS IN ACT UNLESS NOTED OTHERWISE.

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

IV TRACK

CUBICLE

CURTAIN

TRACK

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

SUSPENDED

LIGHT FIXTURE

RECESSED LIGHT

FIXTURE OR

PENDANT LIGHT -

SEE PLAN

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION AND

FINISH

9'-0" AFF

ACT

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1 CUBICAL CURTAIN TRACK. SEE SHEET AE560 FOR TYPES

RC2 VENT HOOD. SEE MECHANICAL

RC3 SPLIT CEILING GRID AT THIS LOCATION

RC4 PATIENT LIFT. SEE STRUCTURAL FOR ADDITIONAL INFORMATION.

RC5 PROVIDE 24" X 24" MINIMUM ACCESS PANELS AS NEEDED PER

SPECIFICATIONS SECTION 08 31 13

RC6 ACCESS PANEL, MIN 2'-0" x 2'-0". COORDINATE SIZE AND LOCATION WITH

SPEC SECTION 08 31 13 AND MEP. AT RECEPTION DESK PLAM SOFFIT

ACCESS PANELS TO BE ON THE TOP OF SOFFIT.

RC7 CENTER RECESSED LIGHT FIXTURE ON CENTERLINE OF EXISTING WDW

OPENING TYP

RC8 PAINT PORCH CEILING P-10

RC9 PAINT GYP BD CEILING P-4

RC10 PATIENT FALL PROTECTION RAIL. SEE STRUCTURAL FOR ADDITIONAL

INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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AC121-B110

SECOND LEVEL REFLECTED

CEILING PLAN - BUILDING 110

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/8" = 1'-0"1 SECOND LEVEL REFLECTED CEILING PLAN - BUILDING 110 (DEDUCT ALTERNATE 1)

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

TO MASONRY @ ADDITION

12'-0"

NEW EXISTING

STOOP/STEPS - SEE STRUCTURAL

FIBER CEMENT FASCIA AND TRIM

EXISTING STAIR AND SIDEWALK

NOTE:

AT EXISTING BRICK. PROVIDE 60% MASONRY TUCKPOINTING. SEE DETAIL

PATCH ALL EXTERIOR WALLS AT LOCATIONS OF REMOVED EXTERIOR WALL STEEL BRACING. SEE STRUCTURAL FOR ADDITIONAL INFORMATION

W15W15W15

W6W6W6 W6

W10

W2

/3 AE501

CJ

PROVIDE PRECAST CONCRETE SPLASH

BLOCK. SEE PLAN FOR ADDITIONAL

INFORMATION

PATCH / INFILL OPENINGS IN BRICK VENT. USE

SALVAGED BRICK AS REQUIRED TO FILL GAPS

FIRE DEPARTMENT

CONNECTION AND ALARM

BELL. SEE FIRE PROTECTION

DRAWINGS

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DEDUCT ALTERNATE 5

SEE SPECIFICATIONS

DEDUCT ALTERNATE 4

SEE SPECIFICATIONS

DEDUCT ALTERNATE 9 SEE SPECIFICATIONS

COMPOSITE RUBBER

ROOFING SHINGLES.

DEDUCT ALTERNATE 6

STANDING SEAM METAL ROOF AND SIDEWALL

STANDING SEAM

METAL ROOF AND

SIDEWALL

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

TO MASONRY @ ADDITION

12'-0"

EXISTING BRICK. PATCH

AND TUCKPOINT.

CAST STONE BAND

PREFINISHED METAL CAP FLASHING

COMPOSITE RUBBER ROOFING SHINGLES. DEDUCT ALTERNATE 6

12" 7 1/2"

NEWEXISTING

PREFINISHED METAL DOWNSPOUT AND GUTTER (TYP)

STOOP/STEPS - SEE STRUCTURAL

PREFINISHED METAL DOWNSPOUT AND GUTTER (TYP)

DEDUCT ALTERNATE 9 SEE SPECIFICATIONS

REINSTALL SALVAGED VENT OVER INSULATED CURB

RAMP - SEE CIVIL

EXISTING STAIR AND SIDEWALK - SEE CIVIL

12" 9 3/4"

NOTE:

AT EXISTING BRICK. PROVIDE 60% MASONRY TUCKPOINTING. SEE DETAIL

PATCH ALL EXTERIOR WALLS AT LOCATIONS OF REMOVED EXTERIOR WALL STEEL BRACING. SEE STRUCTURAL FOR ADDITIONAL INFORMATION

CW1W6W6W6W6

W15W15W10

W2

W15

/3 AE501

CJ

CJ AT INSIDE CORNER

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVILDOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

PROVIDE PRECAST CONCRETE SPLASH BLOCK. SEE

PLAN FOR ADDITIONAL INFORMATION

DEDUCT ALTERNATE SEE SPECIFICATIONS

DEDUCT ALTERNATE 5 SEE SPECIFICATIONS

WALL HYDRANT. SEE PLUMBING (TYP)

STANDING SEAM METAL ROOF AND SIDEWALL

STANDING SEAM METAL ROOF AND SIDEWALL

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

PREFINISHED METAL GUTTER AND

DOWNSPOUT

PREFINISHED METAL GUTTER

AND DOWNSPOUT

COMPOSITE RUBBER

ROOFING SHINGLES.

DEDUCT ALTERNATE 6

EXISTING BRICK. PATCH

AND TUCKPOINT.

EXISTING BRICK. PATCH AND

TUCKPOINT

REINSTALL SALVAGED METAL VENT OVER

INSULATED CURB

RAMP -SEE CIVIL AND STRUCTURAL.

PROVIDE RAILINGS TO MATCH

PORCH RAILING SYSTEM

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

12" 7 1/2"

12" 9 3/4"

NOTE:

AT EXISTING BRICK. PROVIDE 60% MASONRY TUCKPOINTING. SEE DETAIL

PATCH ALL EXTERIOR WALLS AT LOCATIONS OF REMOVED EXTERIOR WALL STEEL BRACING. SEE STRUCTURAL FOR ADDITIONAL INFORMATION

CW2

W14

W12

W5 W4 W4 W4 W4 W4 W1 W1 W1 W1 W1 W1 W4 W4 W4 W4 W4 W5

W14

W12W12W12W12W12W9W9W9W9W9W9W12W12W12W12

CW3

/3 AE501

PATCH / INFILL OPENINGS IN BRICK

VENT. USE SALVAGED BRICK AS

REQUIRED TO FILL GAPSPROVIDE PRECAST CONCRETE

SPLASH BLOCK. SEE PLAN FOR

ADDITIONAL INFORMATION DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

RU

NN

IN

G

B O

ND

CO

UR

SE

S

AL

TE

RN

A T

E

HE

AD

B

RI

CK

CO

UR

SE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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AE201-B45

EXTERIOR ELEVATIONS -

BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/8" = 1'-0"1 NORTH ELEVATION - BUILDING 45

1/8" = 1'-0"2 SOUTH ELEVATION - BUILDING 45

1/8" = 1'-0"3 WEST ELEVATION - BUILDING 45

1" = 1'-0"4 BRICK PATTERN (TYP)

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

TO MASONRY @ ADDITION

12'-0"

EXISTINGNEW

EXISTING NEW

PREFINISHED METAL

GUTTER AND

DOWNSPOUT

PREFINISHED METAL GUTTER AND DOWNSPOUT

CJ AT INSIDE CORNER

PATCH / INFILL OPENING. USE SALVAGED BRICK AS

REQUIRED

RAMP, STOOP AND STAIRS. -SEE CIVIL AND

STRUCTURAL. PROVIDE RAILINGS TO MATCH PORCH

RAILING SYSTEM

NOTE:

AT EXISTING BRICK. PROVIDE 60% MASONRY TUCKPOINTING. SEE DETAIL

PATCH ALL EXTERIOR WALLS AT LOCATIONS OF REMOVED EXTERIOR WALL STEEL BRACING. SEE STRUCTURAL FOR ADDITIONAL INFORMATION

CW1

W20

W21W21W21W21W21W21W21W21

W20 W20 W20 W20 W20 W20 W20 W20 W20 W16

W8 W8

W16

CW18

/3 AE501

AE202-B45

CJ AT INSIDE CORNER

CJ

CJ AT INSIDE CORNER

CJCJCJCJ

CJ CJ CJ CJCJ

CJ

PATCH / INFILL OPENINGS IN

BRICK VENT. USE SALVAGED

BRICK AS REQUIRED TO FILL

GAPS

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DOWNSPOUT TO TIE INTO EXISTING

UNDERGROUND SYSTEM. SEE CIVIL

DEDUCT ALTERNATE 4 SEE SPECIFICATIONS

DEDUCT ALTERNATE 5 - SEE SPECIFICATIONS AND ENLARGED PLANS

EXTERIOR LIGHTING. SEE

ELECTRICALWALL HYDRANT. SEE

PLUMBING (TYP)

SECONDARY STORM

OVERFLOW. SEE

PLUMBING (TYP)

COMPOSITE RUBBER ROOFING SHINGLES. DEDUCT

ALTERNATE 6

1'-2" 2'-5 1/2" 2'-4" 2'-5 1/2" 1'-2"

2' -2

/8

3/ 8"

CONTROL JOINT (TYP)

CAST STONE PARAPET CAP. SEE AE601 FOR PROFILE

CW18

AE524

AE315-B45

1"1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE202-B45

EXTERIOR ELEVATIONS -

BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/8" = 1'-0"1 EAST ELEVATION - BUILDING 45

1/2" = 1'-0"2 ENLARGED EXTERIOR ELEVATION - CAST STONE PARAPET CAP AT DORMER DEDUCT ALTERNATE 4

TYP

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

4. WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE AT BOTH

ENDS OF CASEWORK (UNO).

5. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS TYPICAL ALL LOCATIONS.

6. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

7. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

8. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE STATIONS, RECEPTION

DESKS AND OTHER WORK COUNTERS. CUT IN FIELD-PROVIDE ONE PER ELECTRICAL

DEVICE BELOW COUNTER-COORDINATE LOCATIONS WITH OWNER. COLOR TO BE

SELECTED BY ARCHITECT. SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

9. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP

CORNERS (UNO). ALL PLAM COUNTERTOPS SHALL HAVE A 1 1/4" THICK (MIN) PLAM

SQUARE EDGE NOSING (UNO)

10. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

11. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

12. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER.

PROVIDE WALL BLOCKING AT EACH SUPPORT. SPACE AT 3'-0" OC MAX.

13. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

14. NO EXPOSED FASTENERS ON CASEWORK (UNO)

15. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED TO MATCH

CASEWORK.

16. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK, SHELVING, BASE,

FULL HEIGHT AND UPPER WALL CABINETS, AND FINISHED END PANELS ARE PLAM

(UNO)

17. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK

FABRICATION.

18. RETURN BACKSPLASH AT SIDEWALLS (UNO).

19. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

20. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

21. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

22. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED

23. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND TOP EDGE OF

DOOR FRONTS/DOORS OF CABINETS

24. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES (UNO)

25. BASE AS SCHEDULED (UNO)

26. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL CABINETS REFER TO

NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR THAT CABINET. SEE REFERENCE

DETAILS FOR ADDITIONAL INFORMATION.

CASEWORK ELEVATION REFERENCE DIAGRAM

WALL HUNG CABINETS

OPEN FILE

EQFILE

EQ

EQ

EQ6"

EQ

EQ

243015 24211836

ACCESSIBLE

SINK

36 36 24 27 42

MICRO (NIC)

SD

PTD

4"

TO

E

SP

AC

E

AT

" D

EE

P

UN

O

SE

E

EL

EV

AT

IO

NS

30 36

OPEN

SE

E

EL

EV

AT

IO

NS

BASE CABINETS

4" BACKSPLASH TO MATCH

COUNTERTOP

SIDESPLASH WHEN REQUIRED

ADJUSTABLE SHELVES (UNO)

ACCESSIBLE SINK

OPEN BASE SHELVING CABINET. SEE

ELEVATION FOR NUMBER OF

SHELVES

SINK CABINET WITH HINGED DOOR

LOCK

SE

E

EL

EV

AT

IO

NS

SP

AC

E U N

O 4"

TO

E

EL

EV

SE

E

BASE CABINET WITH HINGED DOORS

BASE UNIT WIDTH

FILE CABINET (2) DRAWERS

DRAWER FRONT HEIGHT INFORMATION

DRAWER CABINET UNIT. SEE ELEVATIONS FOR NUMBER

OF DRAWERS

APRON WITH COUNTERTOP

OPEN DRAWER WITH COUNTERTOP

OPEN COUNTERTOP

CABINET UNIT WITH - SEE ELEVATIONS

AT GYP BD SOFFITS: 1" OVERHANG FROM CABINET AT

SIDE AND FRONT OF CABINET

AT PLAM SOFFITS: NO OVERHANG. SOFFITS ARE FLUSH

WITH SIDE AND FRONT OF CABINET DOORS

INDICATES REQUIRED CLEAR SPACE FOR VALANCE

- SEE ELEVATIONS

CABINET WITH HINGED DOORS AND VALANCE

CABINET WITH HINGED DOORS

OPEN CABINET WITH ADJUSTABLE SHELVES

HE

IG

HT

CA

BI

NE

T

TY

PI

CA

L

1"

SC

RI

BE

/ FILLER PANEL

1"MIN SCRIBE

CABINET WITH HINGED DOORS

AND MAIL SLOTS

CABINET WITH HINGED DOORS AND

OPEN MICROWAVE SHELF. 18"

CABINET SHELF DEPTH, VERIFY

WITH EQUIPMENT SCHEDULE

SOILED LINEN

CABINET

FULL HEIGHT STORAGE WITH (5)

ADJUSTABLE SHELVES (UNO)

FIXED CENTER SHELF AT

FULL HEIGHT CABINETS

CABINET UNIT

WIDTH

8'- 0"

1'- 0"

9'- 0"

4'-0" x 8'-0" x 3/4" FIRE RETARDANT

AC GRADE PLYWOOD. TWO

COATS FIRE RESISTANT PAINT ALL

SIDES. FINISH WITH FP-1 .

FINISH ALL OTHER WALL SURFACES P-5

DOOR. SEE PLANS FOR LOCATION

NO PLYWOOD ON THIS PARTITION

P-5

WALL MOUNT SINK,

INSULATE EXPOSED

PIPES

A5082

A5075

F2020

L8285

AE602

TYP

2'- 0"

1'- 8"

3'- 6"

7'- 2"

PLAM-1 CASEWORK

PLAM-2 COUNTERTOP

M1840

33" 33"

30" 30" 21"

AE550

AE550

SIM

AE550

SIM

3'- 0"

30" 15"PLAM-1 CASEWORK

A5075

A5082

T9901

T9900

AE550

AE550

7'- 6"

PAINT EXPOSED STRUCTURE P-6

AE560

PAINT EXPOSED STRUCTURE FLAT BLACK

FROM 2" ABOVE CEILING LINE TO UNDERSIDE

OF DECK / FLOOR ABOVE.

8'-3"

PAINT EXPOSED STRUCTURE P-6

AE560

PAINT EXPOSED STRUCTURE FLAT BLACK

FROM 2" ABOVE CEILING LINE TO UNDERSIDE

OF DECK / FLOOR ABOVE.

7'- 6"

5'-5 1/2"

6' -1

/4

AE602

TYP

PAINT EXPOSED STRUCTURE P-6

AE560

PAINT EXPOSED STRUCTURE FLAT BLACK

FROM 2" ABOVE CEILING LINE TO UNDERSIDE

OF DECK / FLOOR ABOVE.

7'- 6"

2'-11 5/8"

2'-11 5/8"

AE560

TYP

1"

2'- 7"

WP-1

HANDRAIL

RB-2

P-1

VWC-2

VWC-2

PAINT EXPOSED STRUCTURAL STEEL P-6 PAINT EXPOSED STRUCTURAL STEEL P-6

VWC-2 IN RECESS BEHINDVWC-2 IN RECESS BEHIND

AF600

AE560

PAINT EXPOSED STRUCTURAL STEEL FLAT BLACK FROM

2" ABOVE CEILING LINE TO UNDERSIDE OF DECK / FLOOR

ABOVE.

AE602

TYP

AE602

TYP

INTERIOR ELEVATION GENERAL NOTES

1. SEE RCP FOR SOFFIT AND BULKHEAD LOCATIONS AND DETAILS

2. INSTALL CERAMIC TILE (CT) BEHIND ALL WALL MOUNTED ITEMS WHERE CT IS CALLED OUT IN FINISH PLAN AND SCHEDULE.

WHERE ANY TOILET ACCESSORY OVERLAPS OR EXTENDS BEYOND A CT WAINSCOT AND PROJECTS ONTO THE ADJACENT WALL, INSTALL A HARDBOARD BACKER FULL SIZE OF THE OVERLAP AREA AND OF A THICKNESS TO ALIGN FLUSH WITH THE FACE OF THE CT. HOLD FACE OF HARDBOARD BACK 3/8" FROM THE FACE OF THE ACCESSORY ON ALL SIDES. PROVIDE SANITARY SEALANT AROUND ALL EDGES OF HARDBOARD BACKING PIECE. COORDINATE LOCATIONS AND DIMENSIONS

WITH OWNER PROVIDED/ OWNER INSTALL (V V) EQUIPMENT.

3. COORDINATE ALL PLUMBING FIXTURES, CONTROLS AND VENTILATION REQUIREMENTS WITH MECHANICAL CONTRACTOR

4. COORDINATE ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES AND POWER REQUIREMENTS WITH ELECTRICAL

CONTRACTOR

5. VERIFY OPENING SIZES AND LOCATIONS OF OWNER FURNISHED, OWNER INSTALLED EQUIPMENT AND FURNISHINGS TO

ASSURE NO INTERFERENCE WITH COUNTER SUPPORT BRACKETS, APRONS, ETC.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

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AE211-B45

INTERIOR ELEVATIONS -

BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/4" = 1'-0"1 INTERIOR ELEVATION - TYPICAL TELECOM ROOM 3 SIDES

1/4" = 1'-0"2 INTERIOR ELEVATION - TYPICAL TELECOM ROOM - DOOR PARTITION

1/4" = 1'-0"4 ELEVATION - PROSTHETICS/ ORTHOTICS FUME 130C-45 - WEST

1/4" = 1'-0"5 ELEVATION - COPY /WORK 121-45 - NORTH

1/4" = 1'-0"3 ELEVATION - CAD/ CAM 130D-45 - NORTH

1/4" = 1'-0"6 ELEVATION - STEEL CROSS BRACE @ CORRIDOR C103-45

1/4" = 1'-0"7 ELEVATION - STEEL CROSS BRACE @ CORRIDOR C200-45

1/4" = 1'-0"8 ELEVATION - STEEL CROSS BRACE @ OPEN OFFICE 201-45

1/4" = 1'-0"9 ELEVATION - CORRIDOR C102-45 - WEST

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

N

M0500

HANDRAIL BEYOND

BLAST RESISTANT ALUMINUM

CURTAIN WALL WITH

DECORATIVE FILM

COMPOSITE PLANKING - CP-1

P-1

WP-1

CW19

SOFFIT. SEE REFLECTED

CEILING PLANS

AE551

AE212-B45

VERIFY

3'-8"

VERIFY

2'-8"

VE

RI

FY

1'- 4"

6'- 0"

DASHED LINE INDICATES A

VOID IN COMPOSITE

PLANKING - CP-1 FOR TV

BRACKET PLACEMENT

AE542

AE551

AE551

RB-2

AE542

AE551

M0500

9'- 3"

3/4" X 5" MDO TRIM PAINT P-6

P-1

VWC-1

RB-2

MDO TRIM AT WINDOWS. SEE DETAILS

(TYP AT LOBBY)

MDO TRIM AT WINDOWS. SEE DETAILS

(TYP AT LOBBY)

SUSPENDED LIGHTING FIXTURE.

SEE ELECTRICAL

SOLID SURFACE SILL (TYP)

M1890

PLAM SOFFIT. SEE REFLECTED

CEILING PLAN

SUSPENDED LIGHTING FIXTURE

3/4" X 5" MDO TRIM PAINT P-6

MDO TRIM.

PAINT PT-6

VWC-1

9'- 3"

RB-2

WINDOW SHADE TYPICAL. SEE DETAILS

2" TYP

4" TYP

AE523

AE523

AE522 TYP

AE530

AE522 TYP

AE523SIM

AE523

AE312-B45

VERIFY WITH BRACKET SIZE

2'-8"

VE

RI

FY

W

IT

H

BR

AC

KE

T

SI

ZE

1'- 4"

3/4" TYP

1x HARDWOOD

TRIM STAINED TO

MATCH COMPOSITE

PLANKING, CP-1

AE212-B45

TELEVISION

MOUNTING

BRACKET (V V)

DASHED LINE TO

INDICATE OUTLINE

OF PROPOSED

TELEVISION (V V)

COMPOSITE PLANK CP-1

1X HARDWOOD TRIM

STAINED TO MATCH

COMPOSITE PLANK

BLOCKING AS

REQUIRED FOR

BRACKET CLEARANCE

OF COMPOSITE PLANK

TELEVISION BRACKET

(V V)

BLOCKING AS

REQUIRED FOR

BRACKET SUPPORT

M0500

1X HARDWOOD TRIM

STAINED TO MATCH

COMPOSITE PLANK

SEE PLAN FOR

PARTITION TYPE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

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A

M

AE212-B45

INTERIOR ELEVATIONS -

BUILDING 45

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1/4" = 1'-0"1 ELEVATION - LOBBY 100-45 - EAST

1/4" = 1'-0"2 ELEVATION - LOBBY 100-45 - SOUTH

1/4" = 1'-0"3 ELEVATION - LOBBY 100-45 - WEST

1 1/2" = 1'-0"4 DETAIL @ TV BRACKET LOCATION AT COMPOSITE PLANKING

1 1/2" = 1'-0"5

SECTION @ TV BRACKET AT

COMPOSITE PLANKING

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE302-B45

31 4 6 8 10 11 12 13 14 15 17 18

AE303-B45

AE303-B45

AE303-B45

AE313-B45

S100-45

STAIR 1

C102-45

CORRIDOR

C100-45

CORRIDOR

C103-45

CORRIDOR

S102-45

STAIR 2

122-45

STAFF

TOILET

151-45

TELECOM

120-45

TEAM

EVALUATION

130E-45

TRASH

115-45

EQUIPMENT

STORAGE

113-45

DYNAMIC

ALIGNMENT

116-45

FITTING /

EXAM SOFT

GOODS

112-45

SOILED

HOLDING

117-45

FITTING /

EXAM

CUSTOM

FAB

130-45

PROSTHETICS

LAB

S200-45

STAIR 1

C200-45

CORRIDOR

222-45

ELEVATOR

EQUIP

220-45

MECHANICAL

221-45

TELECOM

S202-45

STAIR 2

E-1

ELEVATOR

E-1-45

ELEVATOR

AE324-B45

AE323-B45

DEDUCT 2

ALTERNATE

AE313-B45

SIM/MIR

130-45

PROSTHETICS

LAB

FLOOR/ CEILING ASSEMBLY EQUIVALENT TO

1 HOUR (MIN) RATING AT TELECOM ROOMS

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

AE302-B458 10 11 12 13 14 15 17

AE303-B45

AE314-B45

AE314-B45

TO MASONRY @ ADDITION

12'-0"

AE315-B45

C100-45

CORRIDOR

130D-45

CAD/ CAM

114-45

CAST

109-45

FACIAL/

BODY

FITTING

STUDIO

130C-45

PROSTHETICS/

ORTHOTICS

FUME

130A-45

LAB

RESTORATION

130B-45

LAB DUST

ROOM

AE314-B45

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:1

:5

A

M

AE301-B45

BUILDING SECTIONS - BUILDING

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 BUILDING SECTION - NORTH / SOUTH

3/16" = 1'-0"2 BUILDING SECTION - NORTH / SOUTH @ ADDITION

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE301-B45

A E

AE301-B45

AE302-B45AE315-B45

AE311-B45

TO MASONRY @ ADDITION

12'-0"

HC D

220-45

MECHANICAL

130C-45

PROSTHETICS/

ORTHOTICS

FUME 130-45

PROSTHETICS

LAB

C100-45

CORRIDOR

100-45

LOBBY

C200-45

CORRIDOR

AE314-B45

'-1

3/

8"

'-0

AE321-B45

AE551

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE302-B45

8 10 11 12 13

101-45

RECEPTION

100-45

LOBBY

AE311-B45

MIR/SIM

AE312-B45

AE312-B45

AE312-B45

6 1/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:1

:5

A

M

AE302-B45

BUILDING SECTIONS - BUILDING

CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3/16" = 1'-0"1 BUILDING SECTION - EAST / WEST @ LOBBY

3/16" = 1'-0"2 BUILDING SECTION - NORTH / SOUTH @ LOBBY

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE301-B45

E GC D

TOP OF FOOTING

-3'-0"

C103-45

CORRIDOR

124-45

ELECTRICAL

123-45

OPEN

OFFICE

C200-45

CORRIDOR

220-45

MECHANICAL

225-45

WHEELCHAIR

PARTS

STORAGE

E-1

ELEVATOR

E-1-45

ELEVATOR

AE315-B45

AE311-B45

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE301-B45

E G

AE315-B45

C D

TOP OF FOOTING

-3'-0"

C103-45

CORRIDOR

120-45

TEAM

EVALUATION

123-45

OPEN

OFFICE

C200-45

CORRIDOR

226-45

DME ACTIVE

STORAGE

220-45

MECHANICAL

'-1

3/

8"

AE311-B45

FIRST LEVEL

0"

SECOND LEVEL

14'-0"

TOP OF EXISTING MASONRY

25'-10 3/8"

AE301-B45

A E G

AE301-B45

AE311-B45

AE314-B45

AE315-B45

TO MASONRY @ ADDITION

12'-0"

C D

TOP OF FOOTING

-3'-0"

111-45

STAFF

TOILET

C102-45

CORRIDOR

110-45

HAC

109-45

FACIAL/

BODY

FITTING

STUDIO

112-45

SOILED

HOLDING

106-45

FITTING /

EXAM SOFT

GOODS

201-45

OPEN

OFFICE