36C10F19R0010-0004065.pdf

1 2 3 4

A

B

B.8

C

D

D.2

E

F

AA301

AA301

EXISTING TO REMAIN

AA301

2'-11 5/8"

2'- 4"

6'-9" 6'-9"

'-9

/8

'-9

/8

3'-

1/ 2"

1 3/8" 3'-9 3/8" 3'-9 3/8"

1'-

5/ 8"

/8

4'-

1/ 4"

3'-

1/ 8"

1'-

/4

1'-

3/

8"

AA501

EQ

EQ

5' - 6"

2' - 4 9/32"

0" 1/2" 1" 2" 4"

0' 2' 4' 8' 16'

1/4" = 1'0"

AA405

SOFFIT PANEL

SOFFIT PANELS

8' - 0"

8' - 4 1/2"

8' - 4 1/2"

8' - 0"

9' - 11"

AA405

AA405

LEGEND: REFLECTED CEILING PLAN

LINEAR LIGHT FIXTURE

6" DOWNLIGHT LIGHT FIXTURE

COVE LIGHT, SEE DETAIL 5/AA301

GYPSUM BOARD CEILING

EXISTING GYPSUM BOARD CEILING TO REMAIN

SQUARE RETURN DIFFUSER - COORDINATE WITH MECHANICAL

SQUARE EXHAUST DIFFUSER - COORDINATE WITH MECHANICAL

18"x24" CEILING ACCESS HATCH - COORDINATE WITH MECHANICAL

SQUARE EXHAUST DIFFUSER - COORDINATE WITH MECHANICAL

E

EXISTING DOWNLIGHT LIGHT FIXTURE

TO REMAIN

CEILING HEIGHT

8' - 0"

1. LOCATION OF CEILING AND LIGHT FIXTURES TAKE PRECEDENCE ON THE

REFLECTED CEILING PLAN. COORDINATE ELECTRICAL AND MECHANICAL

ACCORDINGLY.

2. MECHANICAL, ELECTRICAL, AND FIRE PROTECTION ITEMS ARE SHOWN FOR

INFORMATION ONLY .COORDINATE LOCATION OF MECHANICAL EQUIPMENT, FIRE

PROTECTION, AND OTHER DEVICES MOUNTED ON CEILING WITH APPLICABLE

MECHANICAL, ELECTRICAL, AND FIRE PROTECTION DRAWINGS.

SHEET NOTES: REFLECTED CEILING PLAN

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

OAKLAND COUNTY, MICHIGAN

923PC2006

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

CONSULTANT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AA105

PIC/ADMIN BLDG - REFLECTED

CEILING PLAN

AEKSMAY 10, 2019

BID DOCUMENTS

156 238

SCALE: 1/4" = 1'-0"AA105

1 REFLECTED CEILING PLAN

AA104

AA201

1 2 3 4

A

B

B.8

C

D

D.2

E

F

AA301

AA301

EXISTING CHIMNEY TO

REMAIN

STANDING SEAM

METAL ROOF, TYP.

AA501

EXISTING CULTURED STONE

FACED CMU CHIMNEY w/ CAST

STONE CAP

EXISTING

CONT. VENTED RIDGE CAP

EXISTING VALLE

Y TYP.

REINSTALL EXISTING

STANDING SEAM METAL

ROOF - TYP.

EXISTING PREFINISHED METAL

COUNTER FLASHING AROUND

CHIMNEY; PATCH/REPLACE AS

REQ. AT NEW ROOFING

AA104

AA201

CO

NT

IN

UO

US

V

EN

TE

D

RI

DG

E

CA

P

CO

NT

IN

UO

US

V

EN

TE

D

RI

DG

E

CA

P

EXISTING ROOF

VENT

0" 1/2" 1" 2" 4"

0' 2' 4' 8' 16'

1/4" = 1'0"

AA501

EXISTING ROOF

VENT

EXISTING STANDING

SEAM METAL ROOF -

TYP.

STANDING SEAM

METAL ROOF - TYP.

1. CONTINUOUS VENTED ROOF CAP - DETAILS PER MANUFACTURERS

STANDARD.

2. VALLEYS - DETAIL PER MANUFACTURERS STANDARDS

3. ROOF OPENING SIZES AND LOCATIONS TO BE COORDINATED WITH GENERAL

CONTRACTOR

4. SEE MECHANICAL DRAWINGS FOR PIPE PENETRATION AND EXHAUST VENT

DETAILS

SHEET NOTES - ROOF PLAN

LEGEND: ROOF PLAN

EXISTING ROOF, TO REMAIN

NEW ROOF

ROOFING TO BE REMOVED, STORED &

REINSTALLED

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

OAKLAND COUNTY, MICHIGAN

923PC2006

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

CONSULTANT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AA106

PIC/ ADMIN BLDG - ROOF PLAN

AEKSMAY 10, 2019

BID DOCUMENTS

157 238

SCALE: 1/4" = 1'-0"AA106

1 PIC/ ADMIN ROOF PLAN

A B B.8 C D D.2 E F

PREFINISHED STANDING SEAM

INSULATED METAL ROOF

SYSTEM TO MATCH EXISTING

EXISTING

CULTURED STONE CHIMNEY W/

CAST STONE CAP TO REMAIN

PREFINISHED METAL

FACIA AND

SOFFIT

BRICK VENEER TO MATCH EXISTING

EXISTING METAL FLASHING

TO REMAIN

PREFINISHED METAL FRIEZE BOARD

ALUM-CLAD WOOD AWNING

WINDOWS W/ LOW-E TINTED

OBSCURE INSUL. GLASS

TO MATCH EXISTING

9'-

AA301

AA301

AA501

EXISTING ROOF BEYOND TO REMAIN

EXISTING PREFINISHED STANDING

SEAM INSULATED METAL ROOF

SYSTEM TO REMAIN

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

PREFINISHED METAL FASCIA

TO MATCH EXISTING

ELEV. 109' - 10"

ELEV. 100' - 0"

FINISH FLOOR

SOFFIT

ELEV. 118' - 6"

RIDGE OF EXISTING ROOF

RIDGE OF ROOF

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

6"

6"

ELEV. 115' - 2 19/32"

6'-

3/ 4"

L4 L3

4'- 0"

MASONRY

EXP. JOINT

MASONRY

EXP. JOINT

FRIEZE BOARD

EXISTING PREFINISHED STANDING

SEAM INSULATED METAL ROOF SYSTEM.

REMOVE, FLASH, AND REINSTALL

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

BRICK VENEER TO

MATCH EXISTING

EXISTING CULTURED STONE

CHIMNEY w/ CAST STONE TOP

TO REMAIN

PREFINISHED METAL FASCIA

TO MATCH EXISTING

TOP OF MASONRY

EXISTING PREFINISHED

METAL FLASHING TO

REMAIN

ALUM-FACED WOOD

AWNING WINDOWS W/

LOW-E TINTED OBSCURE

INSUL. GLASS TO MATCH

EXISTING

1 2 3 4

9'-

AA301

EXISTING TO REMAIN

LINE FRIEZE BOARD

ELEV. 121' - 8"

6" / 1 2"

6" / 12"

6"

15'-4 1/4"

ELEV. 118' - 6"

ELEV. 109' - 10"

ELEV. 100' - 0"

FINISH FLOOR

SOFFIT

RIDGE OF EXISTING ROOF

ELEV. 115' - 2 19/32"

RIDGE OF ROOF

5'

- 1

/16

L2

177" / 12"

4'- 0"

EF

6"

5'-

4"

3'- 8"

4'-

1/ 2"

9'-

ELEV. 109' - 10"

ELEV. 100' - 0"

PREFINISHED STANDING SEAM

INSULATED METAL ROOF

SYSTEM TO MATCH EXISTING

PREFINISHED METAL

FACIA AND

SOFFIT TO MATCH

EXISTING

BRICK VENEER TO

MATCH EXISTING

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

15'-10 5/8"

'-2

/8

ELEV. 115' - 2 19/32"

FINISH FLOOR

SOFFIT

RIDGE OF ROOF

4'-6"

2'-0"

MASONRY EXP. JOINT

15'-4 1/8"

3'- 8"

4"

9'-

'-5

/2

6" / 12"6" / 1 2"

6"

6"

ELEV. 118' - 6"

ELEV. 109' - 10"

ELEV. 100' - 0"

PREFINISHED STANDING SEAM

INSULATED METAL ROOF

SYSTEM TO MATCH EXISTING

PREFINISHED METAL

FACIA AND

SOFFIT TO MATCH

EXISTING

BRICK VENEER TO

MATCH EXISTING

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

EXISTING

CULTURED STONE CHIMNEY W/

CAST STONE CAP TO REMAIN

ALUM-CLAD WOOD AWNING

WINDOWS W/ LOW-E TINTED

OBSCURE INSUL. GLASS

TO MATCH EXISTING

FINISH FLOOR

SOFFIT

RIDGE OF EXISTING ROOF

RIDGE OF ROOF

ELEV. 115' - 2 19/32"

5'-

1/ 4"

L1

FRIEZE BOARD

A

ELEV. 109' - 10"

ELEV. 100' - 0"

11'-10 1/2"

5'-

4"

3'- 8"

4'-

1/ 2"

9'-

6"

PREFINISHED STANDING SEAM

INSULATED METAL ROOF

SYSTEM TO MATCH EXISTINGPREFINISHED METAL

FACIA AND

SOFFIT TO MATCH

EXISTING

BRICK VENEER TO

MATCH EXISTING

CULTURED STONE w/ CAST STONE

SILL TO MATCH EXISTING

FINISH FLOOR

SOFFIT

RIDGE OF ROOF

ELEV. 15' - 2 19/32"

4'-6"

2'-0"

MASONRY EXP. JOINT

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

OAKLAND COUNTY, MICHIGAN

923PC2006

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

CONSULTANT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AA201

PIC/ADMIN BLDG – BLDG

ELEVATIONS

AEKSMAY 10, 2019

BID DOCUMENTS

158 238

SCALE:AA201 1/4" = 1'-0"AA104

1 NORTH ELEVATION

SCALE:AA201 1/4" = 1'-0"AA104

2 WEST ELEVTION

EXISTING WINDOWS TO REMAIN

SCALE:AA201 1/4" = 1'-0"AA104

4 MEN'S RESTROOM - SOUTH ELEVATION

SCALE:AA201 1/4" = 1'-0"AA104

3 EAST ELEVATION

SCALE:AA201 1/4" = 1'-0"AA104

5 WOMEN'S RESTROOM - SOUTH ELEVATION

LOUVER SCHEDULE

LOUVER Height Width Count Material

L1 1' - 6" 1' - 6" 1 Aluminum L2 1' - 6" 1' - 6" 1 Aluminum L3 1' - 6" 1' - 0" 1 Aluminum L4 1' - 6" 1' - 0" 1 Aluminum

0" 1/2" 1" 2" 4"

0' 2' 4' 8' 16'

1/4" = 1'0"

A01 - LEVEL 1

0' - 0"

A02 - LEVEL 2

9' - 10"

ROOF

18' - 6"

A B B.8 C D D.2 E F

290 SF

WOMEN'S RESTROOM

142 SF

EXISTING UTILITY ROOM 82 SF

FAM. RESTROOM

198 SF

MEN'S RESTROOM

8' - 0"

8' - 4 1/2"

8'- 0"

1'-

9'-

WOOD FRAMING,

SEE STRUCTURAL

~C SYM.

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

8' - 0"

A01 - LEVEL 1

0' - 0"

A02 - LEVEL 2

9' - 10"

ROOF

18' - 6"

198 SF

MEN'S RESTROOM

15'-4 1/4"

10'-9"

AA501

SEE STRUCTURAL FOR

ROOF FRAMING

AA401

AA401

A01 - LEVEL 1

0' - 0"

A02 - LEVEL 2

9' - 10"

ROOF

18' - 6"

AA401

290 SF

WOMEN'S RESTROOM

8'- 0"

SEE STRUCTURAL

FOR ROOF FRAMING

AA405

AA401

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

OAKLAND COUNTY, MICHIGAN

923PC2006

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

CONSULTANT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AA301

PIC/ADMIN BLDG – BLDG SECTIONS

AEKSMAY 10, 2019

BID DOCUMENTS

159 238

SCALE:AA301 1/4" = 1'-0"AA104

1 PIC/ ADMIN BUILDING LONGITUDINAL SECTION

SCALE:AA301 1/4" = 1'-0"AA104

3 PIC/ ADMIN MEN'S RESTROOM LATERAL SECTION

SCALE:AA301 1/4" = 1'-0"AA104

2 PIC/ ADMIN WOMEN'S RESTROOM LATERAL SECTION

0" 1/2" 1" 2" 4"

0' 2' 4' 8' 16'

1/4" = 1'0"

8'- 0"

A .F

.F

CERAMIC TILE

FACE BRICK BEYOND

AIR/VAPOR BARRIER LAP OVER FLASHING

6" CMU

CAST STONE SILL W/ DRIP EDGE

CULTURED STONE ON MORTAR BED

2" RIGID INSULATION,

TYP

SEALANT AND BACKER ROD

8" CMU

CONTINUOUS AIR

BARRIER TYP.

FULL HEAD WEEP

STEEL LINTEL W/THRU WALL FLASHING

ALUM CLAD WOOD AWNING WINDOW W/ TINTED

OBSCURE INSULATED LOW-E GLASS, STAINED

INTERIOR, TYP. CAULK AND BACKER ROD AT

WINDOW PERIMETER, EA. SIDE, TYP.

WOOD BLOCKING/SHIMS AS REQ.

SUSPENDED GYPSUM CEILING

SEALANT W/ BACKER ROD

(2) 3 1/2 x 3 1/2 x 3/8"

ANGLE LINTEL

1/2" CEMENT BOARD

SHEATHING ON FURRING

STRIPS3'-

2"

8" CMU

4 1/2" VENTED NAILABLE ROOF INSULATION.

KEEP 1 1/2" CLEAR VENT CONT. ALONG ROOF

EAVE

5/8" PLYWOOD ROOF DECK. AS AIR BARRIER,

SEAL ALL JOINTS

PREFINISHED METAL DRIP EDGE, TYP

SLIP SHEET AND VAPOR BARRIER

STANDING SEAM METAL ROOF

2X6 OUTRIGERS 2' O.C. FASTEN TO TRUSSES

CONTINUOUS AIR BARRIER

2" RIGID INSUL

PREFINISHED METAL SOFFIT PANELS ON

SUBGIRTS

CONT. PREFINISHED METAL SOFFIT VENT, TYP

PREFINISHED METAL COVERED WOOD FASCIA &

SOFFIT TRIM

PREFINISHED METAL COVERED 1x8 WOOD FRIEZE BOARD, SEAL BELOW AT MASONRY

BOTT. OF TRUSS

EL.= 10 - 0"

FACE BRICK W/REINFORCING

TOP FINISHED FLOOR

EL.= 100' - 0"

2" RIGID INSULATION

TO 48" BELOW SLAB

4" HIGH WEEPS, TYP. @ 24" OC

CONC. SLAB, SEE STRUCTURAL

VAPOR BARRIER

SLAB ON GRADE, SEE CIVIL.

EXPANSION JT. FILLER

1/2" CEMENT BOARD

MORTAR NET, TYP.

3 5/8" METAL STUDS

CERAMIC TILE ON 3/4"

PLYWOOD

BOND BEAM - SEE STRUCTURAL

2x6 WD BLOCKING BETWEEN EACH TRUSS, TYP.

2 x 4 @ 16" O.C.

FRAMING BETWEEN

WOOD TRUSS

TRUSS - SEE STRUCTURAL

5/8" TYPE "X" GYP. BD., ON 1/2" FURRING

STRIPS WHERE APPLICABLE - SEE ROOM

FINISH SCHEDULE, CONT. 6" ABOVE FIN.

CEILING MIN.

EXPANSION JOINT

CONTINUOUS 2X6 WOOD BLOCKING

5"

2'-0"

4'-

7/ 8"

2"

6" METAL STUDS @ 16" O.C.

SLOPE 1/4"/FT.

8-1/2" MATCH EXIST.

0'

- 4

2" AIRSPACE

2' - 0"

CLEAR AIR SPACE

SEE STRUCT. DWGS. FOR

FOUNDATION

PAINT ANY EXPOSED

AA601

AA601

FLASHING

8"

9'-

" A

FF

CERAMIC TILE

2" RIGID INSULATION,

TYP

8" CMU

CONTINUOUS AIR BARRIER TYP.

1 1/2"

VE

RI

FY

1/

2"

8 5/8"

BOTT. OF TRUSS

EL.= 10 - 0"

TOP OF FINISHED FLOOR

EL.= 100' - 0"

2" RIGID INSULATION

TO 48" BELOW SLAB

CONC. SLAB, SEE STRUCTURAL

VAPOR BARRIER

1/2" CEMENT BOARD

3 5/8" METAL STUDS @ 16" O.C.

1/4" PLYWOOD SHEATHING

BOND BEAM - SEE STRUCTURAL

EXPANSION JOINT

0'

- 5

2'-0"

FACE BRICK BEYOND

AIR/VAPOR BARRIER LAP OVER FLASHING

6" CMU

CAST STONE SILL W/ DRIP EDGE

CULTURED STONE ON MORTAR BED

ALUM CLAD WOOD AWNING WINDOW W/ TINTED

OBSCURE INSULATED LOW-E GLASS, STAINED

INTERIOR, TYP. CAULK AND BACKER ROD AT

WINDOW PERIMETER, EA. SIDE, TYP.

MORTAR NET, TYP.

4" HIGH WEEPS, TYP. @ 24" OC

SEE STRUCT. DWGS. FOR

FOUNDATION

4 1/2" VENTED NAILABLE ROOF INSULATION.

KEEP 1 1/2" CLEAR VENT CONT. ALONG ROOF

EAVE

5/8" PLYWOOD ROOF DECK. AS AIR BARRIER,

SEAL ALL JOINTS

PREFINISHED METAL DRIP EDGE, TYP

SLIP SHEET AND VAPOR BARRIER

STANDING SEAM METAL ROOF

2X6 OUTRIGERS 2' O.C. FASTEN TO TRUSSES

2" RIGID INSUL

PREFINISHED METAL SOFFIT PANELS ON

SUBGIRTS

CONT. PREFINISHED METAL SOFFIT VENT, TYP

PREFINISHED METAL COVERED WOOD FASCIA &

SOFFIT TRIM

PREFINISHED METAL COVERED 1x8 WOOD FRIEZE BOARD, SEAL BELOW AT MASONRY

FACE BRICK W/REINFORCING

2x6 WD BLOCKING BETWEEN EACH TRUSS, TYP.

CONTINUOUS 2X6 WOOD BLOCKING

CONTINUOUS AIR BARRIER

2 x 4 @ 16" O.C.

FRAMING BETWEEN

WOOD TRUSS

TRUSS - SEE STRUCTURAL

CLEAR AIR SPACE

2" AIRSPACE

5/8" TYPE "X" GYP. BD., ON 1/2" FURRING

STRIPS WHERE APPLICABLE - SEE ROOM

FINISH SCHEDULE, CONT. 6" ABOVE FIN.

CEILING MIN.

2"

PAINT ANY EXPOSED

FLASHING 8"

Location

Issue Date

Project Number

Drawing Number

Project Title

Checked Drawn

OAKLAND COUNTY, MICHIGAN

923PC2006

Dwg. of

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date:

Drawing Title

Approved:

Phase

Project Director

Building Number

BID DOCUMENTS SUBMISSION

GREAT LAKES NATIONAL

CEMETERY

PHASE II DEVELOPMENT

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

VA FORM 08 - 6231

321 4 5 6 7 8 9 10

Gordon PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

148 S. Queen Street, Suite 201 Martinsburg, WV 25401

Phone: 304-725-8456 www.gordon.us.com

CONSULTANT

The LA Group

(518) 587-8100

Aqua Engineering, Inc.

(970) 372-6104

OCMI

(202) 607-7575 rvi

(512) 480-0032

Miller-Remick LLC.

(856) 429-4000

MEGA

(517) 223-3512

The Onyx Group

(703) 548-6699

ECS Mid Atlantic LLC.

(412) 260-1470

GIS, Inc.

(205) 941-0442

AA401

PIC/ADMIN BLDG – BLDG DETAILS

AEKSMAY 10, 2019

BID DOCUMENTS

160 238

SCALE:AA401 1" = 1'-0"AA301

1 PIC/ ADMIN EXTERIOR WALL SECTION 01

SCALE:AA401 1" = 1'-0"AA301

2 PIC/ ADMIN EXTERIOR WALL SECTION 02

0" 1/2" 1" 2" 4"

0' 1' 2' 4'

1" = 1'0"