839CM3028_3030 Bid Dwg Culpeper Bk09.pdf

D O

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

BEDROOM/

STORAGE

BEDROOM/

RECORD STORAGE

CLOSET

BATH

15'-111 2"

2'-4"

31'-6"

17'-0"

'-6

1 2"

13'-111 2"

5'-1"

'-1

3'- 6"

9'-

2'- 4"

6'-91 2"2'-4"6'-10"

2'-4"4'-101 2"

7'- 31 2"

2'- 4"

8'- 2"

4'-61 2"

1'-71 4"

5'-1"

'-6

6'-9"

'-6

1 2"

'-9

1 2"

1 2"

2'-6"

1'- 3"

1'- 71 2"

6'- 1"12

'-0 1 2"

4'-10"

2'-

1 2"

5'-11 2"

2'-0" 1'-61 2"

1'- 4"

1'-4"

3'-5"

2'-11 2"

2"

5'- 0"

91 2"

2'- 4"

2'- 8"

4'- 0"

2'- 4"

13'-31 2"

'-5

1 2"

2'- 4"

2'-51 2"

'-5

1 2"

'-0

1 2"

'-5

'-1

1"

7'-

2'-

4" 7'-

91 2"

3'-63 4"2'-4"6'-83

4"

8'- 31 2"

7'-3" CLG

2'-5"

3'- 0"

2'-01 2"

13'-11 2"

W207

W208

W201

W202 W203

W204

W205

W206

1'-6"2'- 6"

3'- 7"

1'-9"

61 2"

SL

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SLOPED WALL/ CEILING LINE

1. REFER TO CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

2. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL

INFORMATION.

3. ALL DIMENSIONS ARE TO FACE OF STONE PARGING, BRICK FACE

OR WALL FINISH UNLESS INDICATED OTHERWISE.

4. DO NOT SCALE DRAWINGS.

5. NOTIFY THE ARCHITECT AND VA PROJECT MANAGER OF ANY

DISCREPANCIES IN THE DRAWINGS AS SOON AS THEY ARE

DISCOVERED. IF THE CONTRACTOR PROCEEDS WITH ANY WORK

WITHOUT GIVING NOTICE TO THE ARCHITECT THAT AN ERROR,

INCONSISTENCY, OR OMISSION HAS BEEN DISCOVERED OR

COULD HAVE BEEN DISCOVERED UNDER CAREFUL EXAMINATION

OF THE DRAWINGS THEN THE CONTRACTOR SHALL BEAR ALL

COSTS ARISING FROM THEM.

6. THE SUBCONTRACTOR APPLYING THE FINAL FINISH TO ALL

FLOORS, WALLS AND CEILING MUST ACCEPT THE CONDITION OF

THE SUBSTRATE PRIOR TO APPLYING THEIR FINISH.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION

OF SHOP DRAWINGS FOR ALL PARTS OF THE WORK IN

ACCORDANCE WITH THE DRAWINGS AND SPECS. SHOP DRAWING

REVIEW BY THE ARCHITECT AND ENGINEER SHALL BE FOR

DESIGN CONFORMANCE ONLY.

8. IT IS THE PURPOSE AND INTENT OF THESE DRAWINGS THAT A

FULLY COMPLETE JOB BE ACCOMPLISHED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO INCLUDE COSTS TO

PROVIDE LABOR AND MATERIALS FOR THAT PORTION OF THE

WORK BID UPON, INCLUDING INCIDENTALS, WHETHER OR NOT

SPECIFICALLY CALLED FOR IN THE DRAWINGS AND

SPECIFICATIONS.

9. THE ARCHITECT MAY AT HIS DISCRETION ISSUE ADDITIONAL

DRAWINGS OR INSTRUCTIONS INDICATING A GREATER DETAIL

AND CLARITY OF THE WORK, AND IF REASONABLY CONSISTENT

WITH THE PREVIOUSLY ISSUED DOCUMENTS, THE CONTRACTOR

SHALL PERFORM THIS WORK WITHOUT ADDITIONAL COST OR

EXTENSION OF CONTRACT TIME.

10. CONTRACTOR TO REMOVE SECURITY AND FIRE ALARM SYSTEMS

ONLY AS REQUIRED FOR REMODEL AND SHALL REINSTALL TO

SAME LEVEL OF COMPLETENESS. TEMPORARY FIRE WATCH IS

REQUIRED WHEN ALARMS ARE NOT ACTIVE.

11. WHEN ITEMS ARE REMOVED FROM THE PROJECT THEY SHOULD

BE TAKEN OFF SITE BY THE CONTRACTOR.

12. ALL BRICK AND STONE TO BE POWER WASHED TO REMOVE PAINT

AND DISCOLORATION. USE PROPER POWER LEVEL TO AVOID

DAMAGE TO HISTORIC MATERIALS.

13. ALL EXISTING CARPET AND VINYL FLOOR TO BE REMOVED.

14. WOOD FLOORS TO BE SANDED UNIFORMLY AND SEALED WITH A

PENETRATING OIL FINISH. NO STAIN IS TO BE USED.

15. REPAIR GOUGES IN WOOD FLOOR, DOORS AND TRIM BEFORE

REFINISHING.

16. INSTALL PEDESTRIAN BARRIER AROUND CONSTRUCTION SITE.

VA FORM 08 - 6231

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Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

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Lic. No. 0401007113

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A. REMOVE EXISTING CARPETING FOR WOOD FLOOR

RESTORATION.

B. HISTORIC DOORS, JAMBS TRIM AND HARDWARE TO

REMAIN. SCRAPE, CLEAN AND PREP FOLLOWING NCA LEAD

PAINT ABATEMENT GUIDELINES.

C. EXISTING WINDOWS TO BE REMOVED FOR REPLACEMENT.

REMOVE STORM WINDOWS, ROTTEN AND BROKEN

WINDOW TRIM AND SILLS RETAIN SALVAGABLE TRIM FOR

REINSTALLATION.

D. RETAIN SHELVES, REMOVE RODS.

E. REMOVE DOOR AND TRIM TO PREPARE FOR REPLACEMENT

WITH NEW TO MATCH EXISTING HISTORIC IN BEDROOMS.

F. REMOVE VINYL FLOOR AND BASE.

G. REMOVE EXISTING PROPANE FURNACE, RETAIN

DUCTWORK.

H. REMOVE DAMAGED RECESSED WAINSCOT PANEL

CENTERED BENEATH WINDOW. DISPOSE FOLLOWING NCA

GUIDELINES FOR LEAD PAINT ABATEMENT. REPLACE WITH

PANEL MATCHING IN MATERIAL AND PROFILE.

I. REMOVE ALL PLUMBING LINES AND VENTS. RETAIN TOILET,

SINK AND TUB FOR REUSE. SEE PLUMBING DRAWINGS.

J. OBSOLETE VENT STACK

K. WHILE ROOF IS REMOVED OPEN AREA AROUND FIREPLACE.

SMOKE DAMAGED RIDGE BEAM TO BE SPRAYED WITH FIRE

RETARDANT, BRICK TO BE REPOINTED, AND LINER TO BE

CLEANED, CHECKED FOR DAMAGE, AND ANY CRACKS

REPAIRED. SEE NOTE I SHEET AE-131-LG.

AD-103-LG

SECOND FLOOR

DEMOLITION PLAN

SECOND FLOOR DEMOLITION

PLAN-LODGE

CJCMFC

C

C

C

CC

C

C

C

MARK ITEM DESCRIPTION

LEGEND

WALK-DOOR, REFER TO DOOR SCHEDULE

WINDOW, SEE WINDOW / DOOR SCHEDULE - A-601

1. SEE DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.

NOTES:

DOOR NUMBER - REFER TO SHEET A-601

WINDOW NUMBER - REFER TO SHEET A-601

CONCRETE

STONE

SLATE SHINGLES

EXISTING WALL CONSTRUCTION

AutoCAD SHX Text

CHIMNEY

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text B

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

GENERAL CONSTRUCTION NOTES:

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

SECOND FLOOR DEMOLITION PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text G

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text I

AutoCAD SHX Text

UPSTAIRS INTERIOR WINDOW PHOTO

AutoCAD SHX Text

NTS

AutoCAD SHX Text A4

AutoCAD SHX Text

UPSTAIRS EXTERIOR WINDOW PHOTO

AutoCAD SHX Text A2

AutoCAD SHX Text X

AutoCAD SHX Text K

AutoCAD SHX Text

NTS

AutoCAD SHX Text

UPSTAIRS EXTERIOR WINDOW PHOTO

AutoCAD SHX Text A3

AutoCAD SHX Text

NTS

AutoCAD SHX Text J

AutoCAD SHX Text A2

AutoCAD SHX Text A3

AutoCAD SHX Text A4

UNEXCAVATED

F

6'-4" CLG

6'-7" CLG

6'-4" CLG

14'-3"32'-4"

'-6

'-6 1 2"

17'-10" 15'-9"

'-1

1"

5'-81 2" 2'-3" 5'-8"

2'-

3'-

61 2"

1. COORDINATE ALL WORK WITH

ELECTRICAL, PLUMBING, AND

MECHANICAL DRAWINGS.

2. PAINT ALL ELECTRICAL CONDUIT ON

CEILING TO MATCH CEILING.

3. EXISTING LIGHTING TO BE REPLACED

WITH ALL LED ACCORDING TO

LIGHTING SCHEDULE, SHEET

AE-601-LG AND ELECTRICAL

DRAWINGS.

VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

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H I T

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A I

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MICHAEL

AD-121-LG

DEMOLITION REFLECTED

CEILING BASEMENT PLAN

DEMOLITION REFLECTED CEILING

BASEMENT PLAN-LODGE

CJCMFC

B

B

B

C

C

C

E

A. SMOKE DECTORS AND FIRE ALARMS TO

REMAIN. (TYP.)

B. EXISTING LIGHT TO BE REMOVED.

C. EXISTING HVAC DUCTWORK TO REMAIN.

D. EXISTING HVAC DUCT HAS DETACHED.

REINSTALL SECURELY.

E. EXISTING REMAINING CEILING TO BE

REMOVED IN THIS ROOM.

F. EXPOSED WOOD PLANK CEILING TO BE

SCRAPED AND PREPPED ACCORDING TO

NCA MOLD AND LEAD ABATEMENT

GUIDELINES.

G. JOISTS AND WOOD FLOOR OVER EXPOSED

JOISTS TO BE SCRAPED, DEBRIS AND MOLD

REMOVED FROM JOISTS AND SUBFLOOR TO

KITCHEN ABOVE. PREP ACCORDING TO NCA

MOLD AND LEAD ABATEMENT GUIDELINES.

H. EXISTING FURNACE TO BE REMOVED.

I. REMOVE EXISTING LIGHT HOUSING.

J. FRESH AIR INTAKE TO REMAIN.

K. WOOD SUBFLOOR SOFT IN SEVERAL AREAS.

USE WOOD CONSOLIDENT TO STABILIZE.

AREA IS APPROXIMATELY 75 SQUARE FEET.

L. EXTERIOR FLOOR JOIST ROTTED. INSTALL

NEW JOIST "SISTERED" TO EXISTING. SEE

DETAIL A2 SHEET AE-121-LG.

M. DETERIORATING JOISTS. "SISTER" NEW TO

EXISTING. SEE DETAIL A2 SHEET AE-121-LG.

D E

C

F

G

G

H

SYMBOLS LEGEND:

RECESSED CAN LIGHT FIXTURE

CEILING LIGHT FIXTURE

SMOKE DETECTOR

F FIRE ALARM

I

C

J

J

K C

K

A

G

A

A

L

M

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

GENERAL CEILING NOTES:

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

DEMOLITION REFLECTED CEILING BASEMENT PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text North

AutoCAD SHX Text North

X

10'-0" CLG

9'-11 1/2" CLG

9'-11 1/2" CLG

9'-6 1/2" CLG

7'-7 1/2" CLG

U P

2'- 0"

O.

C.

2'- 3"

4'- 3"

1'-4"

2'-8"

7'-6" CLG

10'-3" CLG

UP

11'-0" CLG

31'-6" 14'-8"

'-6

1 2"

'-0

11'-8" 17'-0" 16'-2"

'-1

1" 6'-

11 2"

1. COORDINATE ALL WORK WITH

ELECTRICAL, PLUMBING, AND

MECHANICAL DRAWINGS.

2. PAINT ALL ELECTRICAL CONDUIT ON

CEILING TO MATCH CEILING.

3. EXISTING LIGHTING TO BE REPLACED

WITH ALL LED ACCORDING TO

LIGHTING SCHEDULE, SHEET

AE-601-LG AND ELECTRICAL

DRAWINGS.

VA FORM 08 - 6231

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F i t h

P

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B

C

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E

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A

B

C

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

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M

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N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

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AD-122-LG

DEMOLITION REFLECTED

CEILING FIRST FLOOR PLAN

DEMOLITION REFLECTED CEILING

FIRST FLOOR PLAN-LODGE

CJCMFC

SYMBOLS LEGEND:

C

A. EXISTING STAIRWELL FROM EXTERIOR.

B. REMOVE DAMAGED DRYWALL FOR

REPLACEMENT.

C. REMOVE LIGHT OR FAN FIXTURE.

D. SMOKE DETECTORS TO REMAIN.

E. REMOVE ENTIRE CEILING AND ROOF DURING

PORCH REMOVAL.

F. REMOVE FAN. EXISTING MEDALLION OVER

LIGHT TO REMAIN. STRIP AND CLEAN

MEDALLION AND ATTACH SECURELY

AGAINST CEILING.

G. REMOVE SECTION OF EXISTING KITCHEN

SOFFITS OVER WINDOWS.

H. REMOVE PLYWOOD SHEET ABOVE LIGHT

FIXTURE.

I. SLOPE AT STAIRS CEILING.

J. EXISTING CROWN MOLD TO BE SCRAPED

AND CLEANED FOLLOWING NCA LEAD PAINT

ABATEMENT GUIDELINES.

K. FILL IN GAPS IN WOOD CEILING, LEAVING

WOOD LINES PRIOR TO REPAINTING.

L. EXISTING ELECTRICAL CONDUIT

F

B

C

C

C

D

D

RECESSED CAN LIGHT FIXTURE

CEILING LIGHT FIXTURE

SMOKE DETECTOR

E

F FIRE ALARM

C G

I

H

C

C

J

J

D

A

D

G

K

C

L

L

L

L

L

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

GENERAL CEILING NOTES:

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

DEMOLITION REFLECTED CEILING FIRST FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text X

AutoCAD SHX Text

BACK PORCH CEILING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A2

A2

7'-2 1/2" CLG

7'-3" CLG

7'-2 1/2" CLG

7'-2 1/2" CLG

6'-10 1/2" CLG

7'-2 1/2" CLG7'-2 1/2" CLG

BEDROOM/

STORAGE

BEDROOM/

RECORD STORAGE

202 CLOSET

BATH

31'-6"

'-6

1 2"

'-0

1 2"

'-5

'-1

1" 17'-0"

1. COORDINATE ALL WORK WITH

ELECTRICAL, PLUMBING, AND

MECHANICAL DRAWINGS.

2. PAINT ALL ELECTRICAL CONDUIT ON

CEILING TO MATCH CEILING.

3. EXISTING LIGHTING TO BE REPLACED

WITH ALL LED ACCORDING TO

LIGHTING SCHEDULE, SHEET

AE-601-LG AND ELECTRICAL

DRAWINGS.

VA FORM 08 - 6231

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C

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A

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

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MICHAEL

AD-123-LGCJCMFC

DEMOLTION REFLECTED

CEILING SECOND FLOOR PLAN

DEMOLITION REFLECTED CEILING

SECOND FLOOR PLAN-LODGE

A

D

SYMBOLS LEGEND:

RECESSED CAN LIGHT FIXTURE

CEILING LIGHT FIXTURE

SMOKE DETECTOR

F FIRE ALARM

B

H

C

A. EXISTING LIGHT FIXTURE TO BE REUSED.

B. SMOKE DETECTORS TO REMAIN.

C. OLDER SMOKE DETECTOR TO BE REMOVED.

D. REMOVE EXISTING EXHAUST FAN.

E. EXISTING GYP BOARD ENCLOSED

DUCTWORK AT CEILING TO REMAIN.

F. MISSING HVAC VENT.

G. REMOVE EXISTING LIGHT FIXTURE.

H. REMOVE DAMAGED CEILING FOR

REPLACEMENT

E

G

A

B

B

B G

A

E

E

F A

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

DEMOLITION REFLECTED CEILING SECOND FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 6'

AutoCAD SHX Text

GENERAL CEILING NOTES:

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text X

AutoCAD SHX Text

HALL AND STAIRS CEILING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text A2

A2

4'- 2"

CHIMNEYS TO HAVE LOOSE MORTAR

REMOVED AND TO HAVE JOINTS

REPOINTED WITH MORTAR TO MATCH

EXISTING SOFTER HISTORIC MORTAR

IN STRENGTH AND COLOR. REMOVE

SOOT. APPLY NEW FLASHING.

REPOINT AND WATERPROOF MASONRY TO 30" BELOW

GRADE USING BITUTHENE SHEETS AND 2"

POLYSTYRENE INSULATIONREPOINT AND WATERPROOF

MASONRY TO 30" BELOW GRADE

USING BITUTHENE SHEETS AND 2:

ALL EXISTING PLUMBING AND

PIPING TO BE REPLACED.

CLEAN PAINT OFF BRICK AND STONE

FULL PERIMETER OF BUILDING

CLEAN PAINT OFF STONE AND LINTELS ON

WINDOWS IN PORCH AND ALL OTHER

INAPPROPRIATE LOCATIONS.

NEW STANDING SEAM METAL ROOF

KYNAR PREFINISHED IN LOOK OF AGED

COPPER WITH SYNTHETIC SHEET

UNDERLAYMENT

5'- 0"

3'-10"

BASEMENT FLOOR

FIRST FLOOR

SECOND FLOOR

BASEMENT FLOOR

FIRST FLOOR

REPLACE 3" H X 5" DP CONCRETE

PARGING AT TOP OF FOUNDATION

WALL, FULL PERIMETER OF BUILDING.

REPLACE 3" H X 5" DP CONCRETE PARGING AT TOP OF

FOUNDATION WALL, FULL PERIMETER OF BUILDING.

DOWNSPOUTS TO CONNECT

TO UNDERGROUND DRAIN

SURROUNDING FULL

PERIMETER OF BUILDING AND

DOWNSPOUTS TO CONNECT

TO UNDERGROUND DRAIN

FIRST FLOOR WINDOWS TO BE RESTORED. ANY

MISSING OR ROTTED WOOD ELEMENTS TO BE

REPLACED WITH PRODUCTS OF SAME MATERIAL,

DIMENSIONS, AND PROFILE. PRIME AND REPAINT SW

2814 ROOKWOOD ANTIQUE GOLD, SEMI-GLOSS, USING

BRUSHES FOR HISTORIC LOOK. CONSULT WINDOW

RESTORATION COMPANY. SEE SPECS FOR POSSIBLE

COMPANIES.

FIRST FLOOR WINDOWS TO BE

RESTORED. ANY MISSING OR ROTTED

WOOD ELEMENTS TO BE REPLACED

WITH PRODUCTS OF SAME MATERIAL,

DIMENSIONS, AND PROFILE. PRIME AND

REPAINT SW 2814 ROOKWOOD ANTIQUE

GOLD, SEMI-GLOSS, USING BRUSHES

FOR HISTORIC LOOK. CONSULT

WINDOW RESTORATION COMPANY.

WOOD ON DOOR JAMBS, WINDOWS, FASCIA, SOFFITS

AND TRIM TO BE PRIMED AND REPAINTED USING

BRUSHES FOR HISTORIC LOOK.

WOOD ON DOOR JAMBS, WINDOWS,

FASCIA, SOFFITS AND TRIM TO BE

PRIMED AND REPAINTED USING

BRUSHES FOR HISTORIC LOOK.

REPOINT ALL LOOSENING MORTAR AND ANY

AREAS OF PREVIOUS REPOINTING NOT DONE

WELL, MATCHING, OR OF THE CORRECT MORTAR.

USE MORTAR TO MATCH ORIGINAL IN STRENGTH

AND COLOR. REPLACE ALL DAMAGED STONES

REPOINT ALL LOOSENING OR MISSING

MORTAR, USING MORTAR TO MATCH

ORIGINAL IN STRENGTH AND COLOR.

NEW 1/ 4" SLATE SHINGLES TO BE SET IN DIAMOND

PATTERN. SEE DETAIL A6 ON SHEET AE-131-LG.

NEW 1/4" SLATE SHINGLES TO BE SET

IN DIAMOND PATTERN. SEE DETAIL

A6 ON SHEET AE-131-LG.

WHILE EXCAVATED TERMITE PROTECTION IS TO BE

INSTALL CAST IRON BOOTS AT BASE

OF DOWNSPOUTS. (TYP.)

NEW STANDING SEAM METAL ROOF

KYNAR PREFINISHED IN LOOK OF

AGED, OXIDIZED COPPER.

INSTALL CAST IRON BOOTS AT BASE

OF DOWNSPOUTS. (TYP.)

NEW STANDING SEAM METAL ROOF KYNAR

PREFINISHED IN LOOK OF AGED, OXIDIZED COPPER

WITH SYNTHETIC SHEET UNDERLAYMENT.

7'- 0"

1'- 7"

4'- 6"

'-1

0"

FIRST FLOOR

SECOND FLOOR

CONCRETE DRIVE

NEW STORM DOOR OF

HISTORIC STYLE. SEE

A1 SHEET AE-601

2'- 21 2"

41 2" 6'-

3" 5"

4" 1'- 4"

SECOND FLOOR

REPOINT ALL LOOSENING OR MISSING

MORTAR, USING MORTAR TO MATCH

ORIGINAL IN STRENGTH AND COLOR.

CHIMNEYS TO HAVE LOOSE MORTAR

REMOVED AND TO HAVE JOINTS

REPOINTED WITH MORTAR TO MATCH

EXISTING SOFTER HISTORIC MORTAR IN

STRENGTH AND COLOR. REMOVE SOOT.

APPLY NEW FLASHING.

POWER WASH MASONRY TO

CLEAN AND REMOVE PAINT

FULL PERIMETER

POWER WASH STONE TO CLEAN AND

REMOVE PAINT

EXISTING ROOF TO BE REPLACED

REPLACE BRICK AND MORTAR WITH

MATCHING IN STRENGTH AND COLOR

1'- 9"

1'- 0"

PERFORATED FOUNDATION DRAIN

BELOW DOWNSPOUT DRAIN.

COVER WITH FILTER FABRIC AND

CONNECT TO CATCH BASIN.

MINIMUM SLOPE IS 1/8" PER FOOT.

PERFORATED FOUNDATION DRAIN BELOW

DOWNSPOUT DRAIN. COVER WITH FILTER FABRIC

AND CONNECT TO CATCH BASIN. MINIMUM SLOPE

IS 1/8" PER FOOT.

FLASH ENTIRE LINE WHERE LOWER

ROOF ABUTS MAIN BUILDING

REPAINT VENTS USING BLACK EPOXY

396 CONCRETE DRIVE 395.70CONCRETE DRIVE

397.08397.08397.08

407.08407.08407.08

6'- 4"

1'- 0"

6'- 43 4"

3'- 47 8"

BUILT-IN GUTTERS TO BE REPLACED WITH

MATERIAL MATCHING IN DIMENSION AND

PROFILE AND RELINED WITH SHEET

METAL OVER ICE AND WATER SHIELD

MATCHING RETAINED SAMPLE. SEE

DETAIL A2 SHEET AE-131-LG.

BUILT-IN GUTTERS TO BE REPLACED WITH MATERIAL

MATCHING IN DIMENSION AND PROFILE AND RELINED

WITH SHEET METAL OVER ICE AND WATER SHIELD

MATCHING RETAINED SAMPLE. SEE DETAIL A2 SHEET

AE-131-LG.

REPOINT ALL LOOSENING MORTAR AND ANY

AREAS OF PREVIOUS REPOINTING NOT DONE

WELL, MATCHING, OR OF THE CORRECT

MORTAR. USE MORTAR TO MATCH ORIGINAL IN

STRENGTH AND COLOR. REPLACE ALL

TRIM SURROUNDING WINDOWS TO

BE RESTORED OR REPLACED,

PRIMED AND PAINTED SW 0050

CLASSIC LIGHT BUFF, SEMI-GLOSS

TRIM SURROUNDING WINDOWS TO BE

PRIMED AND PAINTED SW 0050

CLASSIC LIGHT BUFF, SEMI-GLOSS

NEW 4" ROUND ALUMINUM DOWNSPOUT

KYNAR PREFINISHED IN LOOK OF AGED,

OXIDIZED COPPER TO CONNECT TO

UNDERGROUND DRAIN USING CAST IRON

BOOT.

TRIM BELOW ROOF LINE TO BE SCRAPED,

PRIMED AND PAINTED SW 0011 CREWEL

TAN, SEMI-GLOSS TRIM BELOW ROOF LINE TO BE

SCRAPED, PRIMED AND PAINTED SW

0011 CREWEL TAN, SEMI-GLOSS

FASCIA TO BE SCRAPED, PRIMED AND PAINTED SW

0011 CREWEL TAN, SEMI-GLOSS

NEW 4" ROUND ALUMINUM DOWNSPOUT KYNAR

PREFINISHED IN LOOK OF AGED, OXIDIZED COPPER TO

CONNECT TO UNDERGROUND DRAIN USING CAST

IRON BOOT.

NEW STANDING SEAM METAL ROOF KYNAR

PREFINISHED IN LOOK OF AGED COPPER

WITH SYNTHETIC SHEET UNDERLAYMENT

TOP TRIM AND SILL TO BE PRIMED AND PAINTED

SW 2801 ROOKWOOD DARK RED, HIGH-GLOSS

INSTALL NEW EXTERIOR STORM

WINDOWS OVER FIRST FLOOR

WINDOWS IN HISTORIC WOOD LOOK.

SEE SPECS FOR PROVIDERS.

INSTALL NEW EXTERIOR STORM

WINDOWS OVER FIRST FLOOR

WINDOWS IN HISTORIC WOOD LOOK.

PAINT SW 2814 ROOKWOOD ANTIQUE

CLEAN OUT JOINT IN DOWNSPOUT 3'

OVER BOOT OR MAXIMUM POSSIBLE.

CLEAN OUT JOINT IN DOWNSPOUT 3'

POWER WASH STONE TO CLEAN AND

REMOVE PAINTREPLACE EARTHWORK TO EXISTING LEVEL. PACK

IN PLACE. RESEED. NEW GRADING TO SLOPE 1/2"

PER FOOT AWAY FROM BUILDING, TYP.

389.71389.71

2'-6"

2'-1"

5"

Four score and seven years ago our fathers brought forth, upon this continent, a new nation conceived in liberty, and dedicated to the proposition that "all men are created equal".

Now we are engaged in a great civil war, testing whether that nation, or any nation so conceived and so dedicated, can long endure. We are met on a great battle field of that war. We have come to dedicate a portion of it, as a final resting place for those who died here, that the nation might live. This we may, in all propriety do. But, in a larger sense, we can not dedicate - we can not consecrate - we can not hallow this ground --The brave men, living and dead, who struggled here, have hallowed it, far above our poor power to add or detract. the world will little note, nor long remember what we say here, while it can never forget what they did here.

It is rather for us, the living, to stand here and we here be dedicated to the great task remaining before us - that, from these honored dead we take increased devotion to that cause for which they here, gave the last full measure of devotion - that we here highly resolve these dead shall not have died in vain, that the nation,shall have a new birth of freedom, and that government of the people, by the people, for the people, shall not perish from the earth.

ANNOUNCED BY ABRAHAM LINCOLN

AT THE DEDICATION OF

THE GETTYSBURG NATIONAL CEMETARY

REPOINT AND

WATERPROOF STONE TO

30" BELOW GRADE USING

BITUTHENE SHEETS AND

2" POLYSTYRENE

INSULATION

TOP OF SLAB BELOW GRADE

REPOINT BRICK AS NEEDED

ON ALL THREE SIDES.

NEW CONCRETE STEPS TO

PORCH AND TO LOWER LEVEL

REPOINT ALL LOOSENING MORTAR AND ANY

AREAS OF PREVIOUS REPOINTING NOT DONE

WELL, MATCHING, OR OF THE CORRECT

MORTAR. USE MORTAR TO MATCH ORIGINAL IN

STRENGTH AND COLOR. REPLACE ALL DAMAGED

STONES USING VISUALLY SIMILAR. EXPECT TO

REPOINT 30% ABOVE WATER TABLE

NEW 1/4" SLATE SHINGLES TO BE

SET IN DIAMOND PATTERN. SEE

DETAIL A6 ON SHEET AE-131-LG.

LATTICE WITH WIRE MESH BEHIND.

SEE DETAIL A2 SHEET AE-101-LG.REPAIR OR REPLACE

WINDOW AND SILL WITH

PRODUCTS OF SAME

SPECIES, DIMENSION AND

PROFILE. PRIME AND PAINT.

RELOCATE ELECTRICAL BOX INSIDE

SCRAPE, SAND, AND RESTORE WOOD

FLOOR PER NCA LEAD ABATEMENT

REQUIREMENTS. REPAINT USING

BRUSHES FOR HISTORIC LOOK WITH

SW 2214 ROOKWOOD ANTIQUE GOLD,

SEMI-GLOSS.

NEW A/C UNITS

NEW STANDING SEAM METAL

ROOF

NEW 4" ROUND ALUMINUM DOWNSPOUT TO

CONNECT TO UNDERGROUND DRAIN USING

CAST IRON BOOT. DOWNSPOUT TO BE

KYNAR PREFINISHED IN LOOK OF AGED,

OXIDIZED COPPER.

REPOINT AND WATERPROOF STONE

FROM GRADE TO 30" BELOW GRADE

USING BITUTHENE SHEETS AND 2"

POLYSTYRENE INSULATION.

WOOD ON DOOR JAMBS, FASCIA, SOFFITS AND

TRIM TO BE PRIMED AND REPAINTED USING

BRUSHES FOR HISTORIC LOOK.

1'-8"

3'-4"

BASEMENT FLOOR

FIRST FLOOR

SECOND FLOOR

BASEMENT FLOOR

FIRST FLOOR

SECOND FLOOR

REPLACE MISSING AND DAMAGED STONE WITH

SIMILAR IN SIZE AND COLOR TO EXISTING (TYP.)

REPLACE 3" H X 5" DP CONCRETE PARGING AT

TOP OF FOUNDATION WALL, FULL PERIMETER OF

BUILDING.

DOWNSPOUTS TO CONNECT TO

UNDERGROUND DRAIN SURROUNDING FULL

PERIMETER OF BUILDING AND EMPTYING

INTO CATCH BASIN.

SEE COLUMN DETAIL A4 SHEET

AE-502-LG

REPLACE EXISTING ELECTRICAL

METER

FIRST FLOOR WINDOWS TO BE RESTORED. ANY

MISSING OR ROTTED WOOD ELEMENTS TO BE

REPLACED WITH PRODUCTS OF SAME MATERIAL,

DIMENSIONS, AND PROFILE. PRIME AND REPAINT

SW 2914 ROOKWOOD ANTIQUE GOLD, SEMI-

GLOSS, USING BRUSHES FOR HISTORIC LOOK.

CONSULT WINDOW RESTORATION COMPANY.

NEW UPSTAIRS CASEMENT WINDOWS.

EXTERIOR WINDOW SURROUND TO BE

REBUILT USING MATERIAL OF

MATCHING SIZE, DIMENSION AND

PROFILE. REPAINT USING BRUSHES

FOR HISTORIC LOOK.

WOOD ON DOOR JAMBS, WINDOWS, FASCIA,

SOFFITS AND TRIM TO BE PRIMED AND

REPAINTED USING BRUSHES FOR HISTORIC

LOOK.

REPOINT ALL LOOSENING MORTAR AND

ANY AREAS OF PREVIOUS REPOINTING

NOT DONE WELL, MATCHING, OR WITH

CORRECT MORTAR. USE MORTAR TO

MATCH ORIGINAL IN STRENGTH AND

COLOR. REPLACE ALL DAMAGED STONES

USING VISUALLY SIMILAR. ANTICIPATE

REPOINTING 75% OF AREA BELOW WATER

TABLE

NEW STANDING SEAM METAL ROOF

KYNAR PREFINISHED IN LOOK OF AGED,

OXIDIZED COPPER WITH SYNTHETIC

SHEET UNDERLAYMENT.

INSTALL CAST IRON BOOTS AT BASE

OF DOWNSPOUTS. (TYP.)

INSTALL CAST IRON BOOTS AT

BASE OF DOWNSPOUTS. (TYP.)

NEW STANDING SEAM METAL ROOF KYNAR

PREFINISHED IN LOOK OF AGED, OXIDIZED COPPER

WITH SYNTHETIC SHEET UNDERLAYMENT.

NEW STANDING SEAM METAL

ROOF KYNAR PREFINISHED IN

LOOK OF AGED COPPER

NEW 1/4" SLATE SHINGLES TO BE SET IN

DIAMOND PATTERN. SEE DETAIL A6 ON

SHEET AE-131-LG.

WHILE EXCAVATED TERMITE

PROTECTION IS TO BE COMPLETED

AROUND ENTIRE PERIMETER.

WHILE EXCAVATED TERMITE

PROTECTION IS TO BE COMPLETED

AROUND ENTIRE PERIMETER.

CLEAN PAINT OFF STONE AND ALL

OTHER INAPPROPRIATE LOCATIONS.

BUILT-IN GUTTERS TO BE REPLACED

WITH MATERIAL MATCHING IN

DIMENSION AND PROFILE AND

RELINED WITH SHEET METAL OVER

ICE AND WATER SHIELD MATCHING

RETAINED SAMPLE. SEE DETAIL A2

SHEET AE-131-LG.

2'-9"7'- 0"

1'- 7"

4'- 6"

7'- 0"

1'- 7"

4'- 6"

REPLACE GUTTERS AND

DOWNSPOUTS WITH ALUMINUM

KYNAR PREFINISHED IN LOOK OF

AGED, OXIDIZED COPPER. SEE DETAIL

A11 SHEET AE-501-LG.

NEW HANDRAIL AND POSTS. SEE

DETAIL A4 SHEET AE-502-LG.

NEW HANDRAILS IN HISTORIC LOOK.

SEE DETAIL A4 SHEET AE-502-LG

RESET EXISTING WROUGHT IRON

HANDRAIL AFTER LEVELING STEPS.

REPAINT WITH GLOSS BLACK EPOXY.

392.62CONCRETE SLAB

NEW 4 PANEL HISTORIC

DOORS. SEE DETAIL A2

SHEET AE-501-LG

CHIMNEYS TO HAVE LOOSE MORTAR

REMOVED AND TO HAVE JOINTS REPOINTED

WITH MORTAR TO MATCH EXISTING SOFTER

HISTORIC MORTAR IN STRENGTH AND COLOR.

REMOVE SOOT. APPLY NEW FLASHING.

EXPECT TO REPOINT UP TO 50% OF CHIMNEYS.

CHIMNEYS TO HAVE LOOSE MORTAR REMOVED AND

TO HAVE JOINTS REPOINTED WITH MORTAR TO

MATCH EXISTING SOFTER HISTORIC MORTAR IN

STRENGTH AND COLOR. REMOVE SOOT. APPLY NEW

FLASHING.

POWER WASH STONE, LINTELS,

AND STEPS CLEAN AND REMOVE

ALL PAINT.

NEW CLAPBOARD SIDING

AND WOOD TRIM ON

STAIRS SHED

POWER WASH STONE TO CLEAN AND

REMOVE ALL PAINT.

397.08

407.08

NEW CATCH BASIN

PERFORATED FOUNDATION

DRAIN BELOW DOWNSPOUT

DRAIN. COVER WITH FILTER

FABRIC AND CONNECT TO CATCH

EXTERIOR WINDOW SURROUND TO BE REBUILT USING

MATERIAL OF MATCHING SIZE, DIMENSION AND

PROFILE. REPAINT USING BRUSHES FOR HISTORIC

LOOK AND SW 0050 CLASSIC LIGHT BUFF

395.70 CONCRETE DRIVE

397.08

407.08

BUILT-IN GUTTERS TO BE REPLACED WITH

MATERIAL MATCHING IN DIMENSION AND

PROFILE AND RELINED WITH SHEET METAL

OVER ICE AND WATER SHIELD MATCHING

RETAINED SAMPLE. SEE DETAIL A2 SHEET

AE-131-LG.

TRIM SURROUNDING WINDOWS TO BE PAINTED

SW 0050 CLASSIC LIGHT BUFF, SEMI-GLOSS

TRIM SURROUNDING WINDOWS TO BE

RESTORED OR REPLACED, PRIMED AND

PAINTED SW 0050 CLASSIC LIGHT BUFF,

SEMI-GLOSS

TRIM BELOW ROOF LINE TO BE SCRAPED, PRIMED AND

REPAINTED SW 0011 CREWEL TAN, SEMI-GLOSS

NEW WINDOWS TO BE PRIMED AND PAINTED SW 2814

ROOKWOOD ANTIQUE GOLD, SEMI-GLOSS

FASCIA TO BE PRIMED AND PAINTED

SW 0011 CREWEL TAN, SEMI-GLOSS

FASCIA TO BE SCRAPED, PRIMED AND

PAINTED SW 0011 CREWEL TAN,

SEMI-GLOSS

WROUGHT IRON HANDRAIL

TO LOWER LEVEL. SEE

DETAIL 13 SHEET AE-501-LG.

NEW LIGHTS-SEE

LIGHTING SCHEDULE

AE-601-LG.

NEW 4" ROUND ALUMINUM DOWNSPOUT

KYNAR PREFINISHED IN LOOK OF AGED,

OXIDIZED COPPER TO CONNECT TO

UNDERGROUND DRAIN USING CAST IRON

BOOT.

SEE LANDSCAPE

PLANS FOR VISUAL

BARRIER

TOP TRIM AND SILL TO BE PRIMED AND

PAINTED SW 2801 ROOKWOOD DARK RED,

SEMI-GLOSS

TOP TRIM AND SILL TO BE PRIMED AND PAINTED

SW 2801 ROOKWOOD DARK RED, SEMI-GLOSS

INSTALL NEW EXTERIOR STORM

WINDOWS OVER FIRST FLOOR

WINDOWS IN HISTORIC WOOD LOOK.

SEE SPECS FOR PROVIDERS.

REPLACE EARTHWORK TO EXISTING

LEVEL. PACK IN PLACE. RESEED. NEW

GRADING TO SLOPE 1/2" PER FOOT

AWAY FROM BUILDING, TYP.

REPLACE EARTHWORK TO IXISTING

LEVEL. PACK IN PLACE. RESEED. NEW

GRADING TO SLOPE 1/2" PER FOOT AWAY

FROM BUILDING, TYP.

TRIM AT TOP AND BOTTOM OF COLUMN TO BE

PRIMED AND PAINTED SW2814 ROOKWOOD

ANTIQUE GOLD, SEMI-GLOSS

389.71 389.71

AD-201-LG

DEMOLITION ELEVATIONS

DEMOLITION ELEVATIONS-LODGE

CJCMFC

VA FORM 08 - 6231

A

F i l e

P a t h

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A

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

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Lic. No. 0401007113

CONLY

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MICHAEL

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text A3

AutoCAD SHX Text A131

AutoCAD SHX Text A2

A131

FURN

U P

6'-5" CLG

ENCLOSED CRAWL

UNEXCAVATED

WH

TR

EN

CH

6'-4" CLG

MAIN

ROOM

UTILITY

ROOM

BACK

ROOM

13'-3"

6'- 3"

2'- 8"

6'-

2'-61 2"

1'-81 2"

13'-71 2"

'-3

1 2"

'-8

2'-3"

7'- 1"

2'- 8"

5'-1"5'-3"

8"

2'-21 2"

1'-1"

2'-111 2" 4'-3"

3'-0"

5'- 61 2"

1'- 9"

2'-6"

1'- 8"

2'- 4"

3'- 51 2"

1'-11"

5'-6"5'-2"

2'-61 2" 1'-10"

1'-7"

1'-5"

2'- 7"

'-8

1 2"

12'-3"

1'-4" 1'-0"

2'-11"

17'-10"

'-6

1 2"

'-6

'-1

1"

14'-3"32'-4"

46'-7"

'-0

1 2"

13'-0" 15'-9"

6'- 11 2"

6'-5" CLG

D O

W N

E W001

W002 W003

2'-9"

E

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CAT 6

CAT 6CAT 6CAT 6CAT 6 CAT 6 CAT 6 CAT 6 CAT 6 CAT 6

SS

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393.41' 394.16'

391.66'

INV.

389.20'

ST

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1. REFER TO CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

2. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL

INFORMATION.

3. ALL DIMENSIONS ARE TO FACE OF STONE PARGING, BRICK FACE

OR WALL FINISH UNLESS INDICATED OTHERWISE.

4. DO NOT SCALE DRAWINGS.

5. NOTIFY THE ARCHITECT AND VA PROJECT MANAGER OF ANY

DISCREPANCIES IN THE DRAWINGS AS SOON AS THEY ARE

DISCOVERED. IF THE CONTRACTOR PROCEEDS WITH ANY WORK

WITHOUT GIVING NOTICE TO THE ARCHITECT THAT AN ERROR,

INCONSISTENCY, OR OMISSION HAS BEEN DISCOVERED OR

COULD HAVE BEEN DISCOVERED UNDER CAREFUL EXAMINATION

OF THE DRAWINGS THEN THE CONTRACTOR SHALL BEAR ALL

COSTS ARISING FROM THEM.

6. THE SUBCONTRACTOR APPLYING THE FINAL FINISH TO ALL

FLOORS, WALLS AND CEILING MUST ACCEPT THE CONDITION OF

THE SUBSTRATE PRIOR TO APPLYING THEIR FINISH.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION

OF SHOP DRAWINGS FOR ALL PARTS OF THE WORK IN

ACCORDANCE WITH THE DRAWINGS AND SPECS. SHOP DRAWING

REVIEW BY THE ARCHITECT AND ENGINEER SHALL BE FOR

DESIGN CONFORMANCE ONLY.

8. IT IS THE PURPOSE AND INTENT OF THESE DRAWINGS THAT A

FULLY COMPLETE JOB BE ACCOMPLISHED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO INCLUDE COSTS TO

PROVIDE LABOR AND MATERIALS FOR THAT PORTION OF THE

WORK BID UPON, INCLUDING INCIDENTALS, WHETHER OR NOT

SPECIFICALLY CALLED FOR IN THE DRAWINGS AND

SPECIFICATIONS.

9. THE ARCHITECT MAY AT HIS DISCRETION ISSUE ADDITIONAL

DRAWINGS OR INSTRUCTIONS INDICATING A GREATER DETAIL

AND CLARITY OF THE WORK, AND IF REASONABLY CONSISTENT

WITH THE PREVIOUSLY ISSUED DOCUMENTS, THE CONTRACTOR

SHALL PERFORM THIS WORK WITHOUT ADDITIONAL COST OR

EXTENSION OF CONTRACT TIME.

10. CONTRACTOR TO REMOVE SECURITY AND FIRE ALARM SYSTEMS

ONLY AS REQUIRED FOR REMODEL AND SHALL REINSTALL TO

SAME LEVEL OF COMPLETENESS. TEMPORARY FIRE WATCH IS

REQUIRED WHEN ALARMS ARE NOT ACTIVE.

11. WHEN ITEMS ARE REMOVED FROM THE PROJECT THEY SHOULD

BE TAKEN OFF SITE BY THE CONTRACTOR.

12. ALL BRICK AND STONE TO BE POWER WASHED TO REMOVE PAINT

AND DISCOLORATION. USE PROPER POWER LEVEL TO AVOID

DAMAGE TO HISTORIC MATERIALS.

13. ALL EXISTING CARPET AND VINYL FLOOR TO BE REMOVED.

14. WOOD FLOORS TO BE SANDED UNIFORMLY AND SEALED WITH A

PENETRATING OIL FINISH. NO STAIN IS TO BE USED.

15. REPAIR GOUGES IN WOOD FLOOR, DOORS AND TRIM BEFORE

REFINISHING.

16. INSTALL PEDESTRIAN BARRIER AROUND CONSTRUCTION SITE.

EDGE OF BRICK BEYOND

EXISTING MOLDING. VERIFY ATTACHED PHONE LINES

ARE UNUSED AND REMOVE. SCRAPE AND CLEAN TRIM

FOLLOWING NCA LEAD PAINT ABATEMENT GUIDELINES.

PAINT SW 2814 ROCKWOOD ANTIQUE GOLD USING

BRUSHES FOR HISTORIC LOOK.

PRIVACY LATTICE PANEL BACKED WITH WIRE

MESH TO BE PAINTED SW 0050 CLASSIC LIGHT BUFF,

SEMI-GLOSS

1 X 3 LATTICE SUPPORT FRAME ON 4 SIDES

2 X 6 FRAME SECURED TO JOIST AND TO BRICK WALL.

SET BACK 1" FROM BRICK FACE

2"

PORCH FLOOR AND FASCIA TRIM TO BE SCRAPED

AND CLEANED FOLLOWING NCA LEAD ABATEMENT

GUIDELINES AND PAINTED SW 2814 ROCKWOOD

ANTIQUE GOLD, SEMI-GLOSS. USE BRUSHES FOR

HISTORIC LOOK.

HINGE LATTICE AND RAIL FROM

2 X 6 FRAME FOR ACCESS

EXISTING 2 X 6 JOIST BEYOND

1"

1 X 2 TRIM BOARD TOP AND BOTTOM

ADD 2 X 6 JOIST BEHIND EXISTING AND SECURE TO

EXISTING.

CLEAN PAINT OFF BRICK FACE ALL LOCATIONS

1 X 3 SUPPORT FRAME TO BE PAINTED

SW 0050 CLASSIC LIGHT BUFF,

SEMI-GLOSS

1 X 2 TRIM BORAD

BRICK FACE

PRIVACY LATTICE PANEL IN PRESSURE

TREATED WOOD BACKED WITH WIRE

MESH TO BE PAINTED SW 0050 CLASSIC LIGHT

BUFF, SEMI-GLOSS

HINGE LATTICE AND RAIL FROM NEW

2 X 6 FRAMING FOR ACCESS, ON RIGHT

PANEL OF THE TWO

CLEAN PAINT OFF BRICK FACE, ALL

LOCATIONS

2"

CLASSIC OGEE EDGE ON TRIMS

5"

3'-

5 8" 6"

8'-

31 2"

9"

NEW STANDING SEAM METAL ROOF

PRIVACY SCREEN LATTICE SEE DETAIL

A3 SHEET AE-101-LG

NEW LIGHT FIXTURE. SEE LIGHTING

SCHEDULE SHEET AE-601-LG

SAWTOOTH TRIM TO BE PAINTED IN

SW 0050 CLASSIC LIGHT BUFF,

SEMI-GLOSS

2"

FLOOR TO REMAIN. SCRAPE, SAND,

AND CLEAN ACCORDING TO NCA

GUIDELINES FOR LEAD BASED PAINT.

TREAT WITH EPOXY WOOD

CONSOLIDENT, PRIME AND PAINT

WITH SW 2814 ROOKWOOD ANTIQUE

GOLD, SEMI-GLOSS

7"

1'-0"1'-0"

1'-0"1'-0"

3 4"

EQ

UA

L

EQ

UA

L

EQ

UA

L

NEW SLOPED HANDRAIL TO PORCH

IS TO MATCH FRONT PORCH

HANDRAIL. SEE DETAIL 10 SHEET

AE501

2'-6" 3"

EQUAL EQUAL EQUAL

6'-1"

CAULK SCREENS TO BACK OF 2 X 2

TRIM BOARDS PAINTED IN SW 0050

CLASSIC LIGHT BUFF, SEMI-GLOSS

5'-2 12"

LEAVE 1/4" GAP UNDER BOTTOM RAIL

FOR DRAINAGE

VA FORM 08 - 6231

A

F i l e

P a t h

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M

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A

B

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21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

A

R

C

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MICHAEL

A. FIREPLACE FOUNDATION

B. STAIRS TO BE REBUILT TO MATCH PREVIOUS

REGARDLESS OF CODE, DUE TO SPACE

RESTRICTIONS AND TO HISTORIC LANDMARK STATUS.

REFER TO RECONSTRUCTION DETAILS A1 AND A2

SHEET AE-502-LG

C. INSTALL NEW CRAWL SPACE COVER PER DETAIL

2/AE-101-LG

D. NEW ELECTRIC HEAT PUMP FURNACE WITH

SUPPLEMENTAL ELECTRIC HEAT - SEE MECHANICAL

PLANS.

E. APPLY NEW PARGING TO DAMAGED AREAS OF WALLS.

PAINT WALLS SW 0011 CREWEL TAN, SEMI-GLOSS,

AND CEILING SW 0050 CLASSIC WHITE BUFF, SATIN.

F. REPLACE ALL PLUMBING LINES. SEE PLUMBING

DRAWINGS.

G. RECONSTRUCT WINDOW FRAME, RESTORE, SEAL

WITH EPOXY RESIN AND REPAINT. REPLACE GLASS.

H. ELECTRIC PANELS TO BE REPLACED. SEE ELECTRICAL

DRAWINGS.

I. NEW PERFORATED PERIMETER DRAIN WITH FILTER

FABRIC COVER AND NEW PERIMETER DOWNSPOUT

DRAIN AROUND ENTIRE PERIMETER. CONNECT TO

STORM SEWER.

J. EXISTING SANITARY LINE CONNECTED TO SANITARY

SEWER. VERIFY EXACT LOCATION. SEE SITE SURVEY

AND PLUMBING PLANS.

K. CONNECT NEW SUMP PUMP TO SANITARY SEWER

PER PLUMBING DRAWINGS.

L. REPLACE SUMP PUMP, SEE PLUMBING DRAWINGS.

M. CAT 6 IT CABLE EXISTS FROM ADMIN BUILDING.

EXTEND TO LODGE USING UNDERGROUND 4"

CONDUIT. FINAL CONNECTION TO BE MADE TO LODGE

BY QUANTICO.

N. PROVIDE ABC FIRE EXTINGUISHER.

O. WATER HEATER TO BE REPLACED.

P. NOT USED

Q. REPLACE LAUNDRY TUB. SEE PLUMBING PLANS FOR

TYPE.

R. PAINT FLOORS SW 7660 EARL GREY, SATIN

A B

O

AE-101-LGCJCMFC

BASEMENT FLOOR PLAN-LODGE

D

BASEMENT FLOOR PLAN

E

G

E

G

E F

F

E

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J

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N

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A1

AE301

A1

AE301

M

R

R

R R

Q

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MARK ITEM DESCRIPTION

LEGEND

WALK-DOOR, REFER TO DOOR SCHEDULE

WINDOW, SEE WINDOW / DOOR SCHEDULE - A-601

1. SEE DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.

NOTES:

DOOR NUMBER - REFER TO SHEET A-601X

WXXX WINDOW NUMBER - REFER TO SHEET A-601

CONCRETE

STONE

SLATE SHINGLES

EXISTING WALL CONSTRUCTION

ELECTRICAL SERVICE

TELEPHONE

SANITARY SEWER

STORM DRAIN

NETWORK CABLE

E

CAT 6

T

ST

SS

A3

AE101

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

BASEMENT FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 6'

AutoCAD SHX Text

ENCLOSURE AT CRAWL SPACE DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

GENERAL CONSTRUCTION NOTES:

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text

ENCLOSURE AT CRAWL SPACE

AutoCAD SHX Text 1" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

BACK PORCH

AutoCAD SHX Text X

AutoCAD SHX Text

AE101

AutoCAD SHX Text A4

AutoCAD SHX Text

LATTICE FRAME

AutoCAD SHX Text

BACK PORCH ELEVATION DETAIL

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text A3

AutoCAD SHX Text

AE301

AutoCAD SHX Text A4

AE301

W N

11'-8"

UP

U P

D O

W N

EXISTING GENERATOR ON SLAB

REMOVE DRIVEWAY FOR REPLACEMENT.

SEE SITE PREPARATION SHEET LD-102.

T

KITCHEN

DINING ROOM

103FOREMAN'S OFFICE

CONFERENCE ROOM

BACK

PORCH

FRONT PORCH

T

REMOVE EXISTING 8" CURB FOR REPLACEMENT.

SEE SITE PREPARATION SHEET LD-102

12'-01 2" 2'-11" 6'-6"

9"

1'-6" 2'-0"

6'- 51 2"

7'- 4"

14'-9"

2'-01 4" 2'-8"

14'-4"

6'-11 2"

'-4

'-0

1 4"

'-4

1 2"

6'-

2'-

8" 6'-

1 2"

'-3

1 4"

6'- 0"3'- 0"

1'- 31 2"

1'- 31 2"

'-3

3'-61 2" 2'-3" 3'-51

2" 2'-10"1'-6"

1'-

3'-

0" 7'-

0"

4'-11 2"

1'-71 2"

15'-11 2"

46'-2"

1'-4" 17'-0" 16'-2"

7'-0"2'-11"7'-1"

'-5

46'-3"

31'-6"

7'-11 2" 2'-11"

11"

3'-6"18 '-6

1 2"

5'- 71 2"

2'-

2'- 7"

8'- 31 2"

'-1

01 2"

1'- 7"

2'-

7'-

4"

'-4

5'-3" 2'-9"

1'-

81 2"

2'-8"

21 2"

5'- 31 2"

3'- 11 2"

4'-

1 2"

6'-4"

5'- 21 2"

'-5

1 2"

2'- 7"

9"

4'-

1 2"

2'-71 2"

2'- 6"

8"

2'- 81 2"

2'-2"

2'-

81 2" 1'- 5"

1'-5"

13'-7"

4'-81 2"

1'-8"

2'-

'-0 1 2"

'-4

1 2"

2'-10"

71 4"

2'- 21 2"

2"

2'- 41 2"

W102

51 2" 2'-

1 2"

13'-21 2"

'-3

4'-7"

D O

W N

4'-61 2"

13'-51 2"

10'-1"

1'- 6"

9"

3'-01 2"

5'-31 2"

W108

W106

W105

W103 W104

W101

W109

W107

4'-4"

1'-81 2"

6'- 2"

1"

1. REFER TO CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

2. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL

INFORMATION.

3. ALL DIMENSIONS ARE TO FACE OF STONE PARGING, BRICK FACE

OR WALL FINISH UNLESS INDICATED OTHERWISE.

4. DO NOT SCALE DRAWINGS.

5. NOTIFY THE ARCHITECT AND VA PROJECT MANAGER OF ANY

DISCREPANCIES IN THE DRAWINGS AS SOON AS THEY ARE

DISCOVERED. IF THE CONTRACTOR PROCEEDS WITH ANY WORK

WITHOUT GIVING NOTICE TO THE ARCHITECT THAT AN ERROR,

INCONSISTENCY, OR OMISSION HAS BEEN DISCOVERED OR

COULD HAVE BEEN DISCOVERED UNDER CAREFUL EXAMINATION

OF THE DRAWINGS THEN THE CONTRACTOR SHALL BEAR ALL

COSTS ARISING FROM THEM.

6. THE SUBCONTRACTOR APPLYING THE FINAL FINISH TO ALL

FLOORS, WALLS AND CEILING MUST ACCEPT THE CONDITION OF

THE SUBSTRATE PRIOR TO APPLYING THEIR FINISH.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION

OF SHOP DRAWINGS FOR ALL PARTS OF THE WORK IN

ACCORDANCE WITH THE DRAWINGS AND SPECS. SHOP DRAWING

REVIEW BY THE ARCHITECT AND ENGINEER SHALL BE FOR

DESIGN CONFORMANCE ONLY.

8. IT IS THE PURPOSE AND INTENT OF THESE DRAWINGS THAT A

FULLY COMPLETE JOB BE ACCOMPLISHED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO INCLUDE COSTS TO

PROVIDE LABOR AND MATERIALS FOR THAT PORTION OF THE

WORK BID UPON, INCLUDING INCIDENTALS, WHETHER OR NOT

SPECIFICALLY CALLED FOR IN THE DRAWINGS AND

SPECIFICATIONS.

9. THE ARCHITECT MAY AT HIS DISCRETION ISSUE ADDITIONAL

DRAWINGS OR INSTRUCTIONS INDICATING A GREATER DETAIL

AND CLARITY OF THE WORK, AND IF REASONABLY CONSISTENT

WITH THE PREVIOUSLY ISSUED DOCUMENTS, THE CONTRACTOR

SHALL PERFORM THIS WORK WITHOUT ADDITIONAL COST OR

EXTENSION OF CONTRACT TIME.

10. CONTRACTOR TO REMOVE SECURITY AND FIRE ALARM SYSTEMS

ONLY AS REQUIRED FOR REMODEL AND SHALL REINSTALL TO

SAME LEVEL OF COMPLETENESS. TEMPORARY FIRE WATCH IS

REQUIRED WHEN ALARMS ARE NOT ACTIVE.

11. WHEN ITEMS ARE REMOVED FROM THE PROJECT THEY SHOULD

BE TAKEN OFF SITE BY THE CONTRACTOR.

12. ALL BRICK AND STONE TO BE POWER WASHED TO REMOVE PAINT

AND DISCOLORATION. USE PROPER POWER LEVEL TO AVOID

DAMAGE TO HISTORIC MATERIALS.

13. ALL EXISTING CARPET AND VINYL FLOOR TO BE REMOVED.

14. WOOD FLOORS TO BE SANDED UNIFORMLY AND SEALED WITH A

PENETRATING OIL FINISH. NO STAIN IS TO BE USED.

15. REPAIR GOUGES IN WOOD FLOOR, DOORS AND TRIM BEFORE

REFINISHING.

16. INSTALL PEDESTRIAN BARRIER AROUND CONSTRUCTION SITE.

6" POSTS TO SUPPORT

HANDRAILS AND ROOF

HANDRAILS SEE A4

SHEET AE-502-LG

EXISTING STEPS TO BE

REMOVED, LEVELED, AND

MORTARED IN PLACE ON

EXISTING FOUNDATION

2 HANDRAILS TO BE PAINTED

WITH BLACK EPOXY AND

RESET ON REPLACED STEPS

FRONT PORCH

4'-91 2"

6" 4'-

3" 4'-

3"

4'-71 2" 6" 6"

1"

U P

KITCHEN

BACK

PORCH

9'-61 4"

1'- 0"

3'- 2"

3'-0"3'-0"

3'-0" 1'-10"

2'-9"

3'- 3"

1'-83 4"

13'-51 2"

2'- 3"

3'- 3"

3'- 0"

3'- 0"

'-4

1 2"

2'- 0"

2"2'-0"

2'-3"

2'- 61 2"

2'- 0"

2'-0"

2'-0"

1'- 0"

2'-0" 3'-0"

1 2"

2'-81 2"

6"

2"

51 4" 1

SPECIES AND PROFILE TO

MATCH EXISTING

SAND, PRIME AND PAINT

SW 2801 ROOOKWOOD

DARK RED, HIGH GLOSS

2"

31 8"

11 2" 11 2"

1"

5 8"

SPECIES AND PROFILE TO SPECIES AND PROFILE TO

MATCH EXISTING

SAND, PRIME AND PAINT

SW 0050 CLASSIC LIGHT

BUFF, HIGH GLOSS

1"

31 8"

13 8" 7 8"

7 8"

SPECIES AND PROFILE TO

MATCH EXISTING

SAND, PRIME AND PAINT

SW 0050 CLASSIC LIGHT

BUFF, HIGH GLOSS

A. RESTORE OAK HARDWOOD FLOORS, REPLACING DAMAGED

WOOD WHERE NEEDED WITH WOOD OF SAME SPECIES, SIZE

AND PROFILE. LIGHTLY SAND AND VARNISH WITH OIL BASED

URETHANE, CLEAR GLOSS. NO STAIN REQUIRED EXCEPT

WHERE NEEDED TO MATCH NEW TO EXISTING AFTER SANDING

EXISTING.

B. PROVIDE ABC 3 LB. FIRE EXTINGUISHER.

C. REPAIR AND PAINT ALL JAMBS AND TRIM ON DOORWAYS.

D. EXISTING CATCH BASIN AND GRATING TO BE REMOVED AND

REPLACED. SEE SITE PLANS.

E. INSTALL 2" BLINDS IN HISTORIC WOOD LOOK.

F. NEW MANHOLE. SEE SITE DRAWINGS..

G. PAINT ELECTRICAL CONDUITS TO MATCH WALLS.

H. SCREEN DOOR TO BE REPLACED WITH DOOR SIMILAR TO

#7192, FROM VINTAGE WOOD WORKS.

I. SEE LANDSCAPE PLANS FOR PLANTINGS

J. PORCH SCREENS TO BE REBUILT. SEE ELEVATIONS SHEET

AE-201-LG.

K. DOWNSPOUT LOCATION.

L. RESPAINT AND RESTORE GETTYSBURG PLAQUE. SEE DETAIL

A3 SHEET AD-102-LG.

M. EXISTING MANTEL TO BE CLEANED AND REPAINTED. SEE

DETAIL A5 SHEET AI-204-LG.

N. REPLACE SIDEWALK WITH NEW CONCRETE TO MATCH NEWER

SIDEWALK. SEE SITE PLANS.

O. POWER WASH BRICK AND STONE FACADE, FULL PERIMETER.

P. REPLACE MISSING STONE, REPAIR FOUNDATION AND REPOINT

WEHREEVER DAMAGED.

Q. FILL AND REFINISH HOLES IN CEILING AND FLOOR.

R. FLOOR HEARTH TO HAVE BRICK AND MORTAR CLEANED,

REPLACE BRICK WHERE CRACKED OR CHIPPED ALLOW

APPROXIMATELY 10% OF TOTAL.

S. PORCH HANDRAIL - SEE 10 SHEET AE-501-LG

T. WROUGHT IRON HAND RAILS - SEE 13 SHEET AE-501-LG

U. NEW STEPS - SEE SITE PLANS.

V. REPLACE EXISTING DOORS WITH HISTORIC PER DOOR

SCHEDULE AE-601-LG

W. RESET GRANITE STEPS TO LEVEL AND MORTAR INTO PLACE.

X. NEW LIGHTING. SEE LIGHTING SCHEDULE AE-601-LG

A

A

C

C

AE-102-LG

FIRST FLOOR PLAN

FIRST FLOOR PLAN-LODGE

CJCMFC

O

O

O

O

K

MR

A C

G

G

X

J U

D

V

V

V

V

V

V

G

H

N

N

C

C

W

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Issue Date Checked Drawn

Drawing Title

Approved:

U.S. Department of Veterans Affairs

PhaseARCHITECT OF RECORD

ARCHITURA CORPORATION

9880 Westpoint Drive, Suite #400 Indianapolis, IN 46256-3384

PH: (317) 348-1000

POC: Michael Conly, AIA, NCARB, President

CONSULTANTS

Project Director

Revisions: Date:

Location:

Office of Construction and Facilities ManagementCIVIL & STRUCTURAL ENGINEER

KCI Technologies INC.

302-731-9176

MEP ENGINEER

Design-Aire Engineering 317-464-9090

LANDSCAPE ARCHITECT

Pashek + MTR, LTD 412-321-6362

IRRIGATION DESIGNER

Aqua Engineering, INC.

970-229-9668

BID DOCUMENTS

Columbarium, Facility Renovation, Improvements and Repairs

839CM3028

Lodge

5-22-20

Culpeper National Cemetery 305 US Avenue, Culpeper, VA 22701

C

O

M

M

O

N

W

E

A

LTH

G

Lic. No. 0401007113

CONLY

A

R

C

H I T

E

C

T

O

F

A I

V

R

I

N

I

MICHAEL

B

I

I

I

D

K

K

P

K

K

E

E

E

E E E

E

E

A3

AE102

A1

AI204

A2

AI204

A3

AI204

A4

AI204

A1

AI203

A6

AI203

A3

AI203

A4

AI203

A5

AI203

A2

AI203

A5

AI204

A3

AI201

A5

AI201

A4

AI201

A1

AI201

A2

AI201

T

T

S

A1

AE301

A1

AE301

V

F

E

X

A4

AE502

L

K

I

A

O

A4

AE131

L-5

L-5

L-3

L-3

MARK ITEM DESCRIPTION

LEGEND

WALK-DOOR, REFER TO DOOR SCHEDULE

WINDOW, SEE WINDOW / DOOR SCHEDULE - A-601

1. SEE DOOR AND WINDOW SCHEDULES FOR MORE INFORMATION.

NOTES:

DOOR NUMBER - REFER TO SHEET A-601X

WXXX WINDOW NUMBER - REFER TO SHEET A-601

CONCRETE

STONE

SLATE SHINGLES

EXISTING WALL CONSTRUCTION

Q

AutoCAD SHX Text

KEY NOTES:

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

FIRST FLOOR PLAN

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text A1

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 4'

AutoCAD SHX Text

NORTH

AutoCAD SHX Text

TRUE

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 6'

AutoCAD SHX Text

GENERAL CONSTRUCTION NOTES:

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text A2

AutoCAD SHX Text

AE102

AutoCAD SHX Text A5

AutoCAD SHX Text

AE502

AutoCAD SHX Text North

AutoCAD SHX Text North

AutoCAD SHX Text

BASEBOARD DETAIL

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text A4

AutoCAD SHX Text

WINDOW JAMB TRIM

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text A5

AutoCAD SHX Text

DOOR TRIM

AutoCAD SHX Text 3" = 1'-0"

AutoCAD SHX Text A6

AutoCAD SHX Text X

AutoCAD SHX Text 1"

AutoCAD SHX Text

AutoCAD SHX Text 3"

AutoCAD SHX Text 1'

AutoCAD SHX Text 6"

AutoCAD SHX Text

PORCH ENLARGED PLAN

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A2

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text

KITCHEN ENLARGED PLAN

AutoCAD SHX Text 1/2" = 1'-0"

AutoCAD SHX Text A3

AutoCAD SHX Text 3'

AutoCAD SHX Text 1'

AutoCAD SHX Text

AutoCAD SHX Text 2'

AutoCAD SHX Text A5

AutoCAD SHX Text

AE131

AutoCAD SHX Text A4

AE301

W N

FU

RN

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

BEDROOM/

STORAGE

BEDROOM/

RECORD STORAGE

CLOSET

BATH

15'-111 2"

2'-4"

31'-6"

17'-0"

'-6

1 2"

13'-111 2"

5'-1"

'-1

3'- 6"

9'-

2'- 4"

6'-91 2"2'-4"6'-10"

2'-4"4'-101 2"

7'- 31 2"

2'- 4"

8'- 2"

4'-61 2"

1'-71 4"

5'-1"

'-6

6'-9"

'-6

1 2"

'-9

1 2"

1 2"

2'-6"

1'- 3"

1'- 71 2"

6'- 1"12

'-0 1 2"

4'-10"

2'-

1 2"

5'-11 2"

2'-0" 1'-61 2"

1'- 4"

1'-4"

3'-5"

2'-11 2"

2"

5'- 0"

91 2"

2'- 4"

2'- 8"

4'- 0"

2'- 4"

13'-31 2"

'-5

1 2"

2'- 4"

2'-51 2"

'-5

1 2"

'-0

1 2"

'-5

'-1

1"

7'-

2'-

4" 7'-

91 2"

3'-63 4"2'-4"6'-83

4"

8'- 31 2"

7'-3" CLG

2'-5"

3'- 0"

2'-01 2"

13'-11 2"

W207

W208

W201

W202 W203

W204

W205

W206

1'-6"2'- 6"

3'- 7"

1'-9"

61 2"

1. REFER TO CIVIL, MECHANICAL, ELECTRICAL, AND PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION

2. REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL

INFORMATION.

3. ALL DIMENSIONS ARE TO FACE OF STONE PARGING, BRICK FACE

OR WALL FINISH UNLESS INDICATED OTHERWISE.

4. DO NOT SCALE DRAWINGS.

5. NOTIFY THE ARCHITECT AND VA PROJECT MANAGER OF ANY

DISCREPANCIES IN THE DRAWINGS AS SOON AS THEY ARE

DISCOVERED. IF THE CONTRACTOR PROCEEDS WITH ANY WORK

WITHOUT GIVING NOTICE TO THE ARCHITECT THAT AN ERROR,

INCONSISTENCY, OR OMISSION HAS BEEN DISCOVERED OR

COULD HAVE BEEN DISCOVERED UNDER CAREFUL EXAMINATION

OF THE DRAWINGS THEN THE CONTRACTOR SHALL BEAR ALL

COSTS ARISING FROM THEM.

6. THE SUBCONTRACTOR APPLYING THE FINAL FINISH TO ALL

FLOORS, WALLS AND CEILING MUST ACCEPT THE CONDITION OF

THE SUBSTRATE PRIOR TO APPLYING THEIR FINISH.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION

OF SHOP DRAWINGS FOR ALL PARTS OF THE WORK IN

ACCORDANCE WITH THE DRAWINGS AND SPECS. SHOP DRAWING

REVIEW BY THE ARCHITECT AND ENGINEER SHALL BE FOR

DESIGN CONFORMANCE ONLY.

8. IT IS THE PURPOSE AND INTENT OF THESE DRAWINGS THAT A

FULLY COMPLETE JOB BE ACCOMPLISHED. IT IS THE

CONTRACTOR'S RESPONSIBILITY TO INCLUDE COSTS TO

PROVIDE LABOR AND MATERIALS FOR THAT PORTION OF THE

WORK BID UPON, INCLUDING INCIDENTALS, WHETHER OR NOT

SPECIFICALLY CALLED FOR IN THE DRAWINGS AND

SPECIFICATIONS.

9. THE ARCHITECT MAY AT HIS DISCRETION ISSUE ADDITIONAL

DRAWINGS OR INSTRUCTIONS INDICATING A GREATER DETAIL

AND CLARITY OF THE WORK, AND IF REASONABLY CONSISTENT

WITH THE PREVIOUSLY ISSUED DOCUMENTS, THE CONTRACTOR

SHALL PERFORM THIS WORK WITHOUT ADDITIONAL COST OR

EXTENSION OF CONTRACT TIME.

10. CONTRACTOR TO REMOVE SECURITY AND FIRE ALARM SYSTEMS

ONLY AS REQUIRED FOR REMODEL AND SHALL REINSTALL TO

SAME LEVEL OF COMPLETENESS. TEMPORARY FIRE WATCH IS

REQUIRED WHEN ALARMS ARE NOT ACTIVE.

11. WHEN ITEMS ARE REMOVED FROM THE PROJECT THEY SHOULD

BE TAKEN OFF SITE BY THE CONTRACTOR.

12. ALL BRICK AND STONE TO BE POWER WASHED TO REMOVE PAINT

AND DISCOLORATION. USE PROPER POWER LEVEL TO AVOID

DAMAGE TO HISTORIC MATERIALS.

13. ALL EXISTING CARPET AND VINYL FLOOR TO BE REMOVED.

14. WOOD FLOORS TO BE SANDED UNIFORMLY AND SEALED WITH A

PENETRATING OIL FINISH. NO STAIN IS TO BE USED.

15. REPAIR GOUGES IN WOOD FLOOR, DOORS AND TRIM BEFORE

REFINISHING.

16. INSTALL PEDESTRIAN BARRIER AROUND CONSTRUCTION SITE.

2'-2"

2'-4"4"

1'- 1"

3"

9" 7"

31 2"

MANSARD STYLE SLOPED STUD SIDE

WALL TO BE COVERED WITH EXTERIOR

SHEATHING AND NEW SLATE SHINGLES

NEW CASEMENT WINDOWS IN HISTORIC

STYLE. 2 - 12" WIDE, WOOD WITH

INSULATED GLASS. PROVIDE SHOP

DRAWINGS FOR APPROVAL.

SLIDE RAIL FOR INTERIOR

SHADE BELOW WINDOW SILL

INTERIOR SILL WITH HINGED

PANEL

REPLACE EXTERIOR SILLS, TRIM

PIECES, SIDE WALLS OF WINDOW

EXTENSION AND ANY OTHER ROTTING

PARTS WITH MATERIAL TO MATCH

EXISTING IN SPECIES, PROFILE AND

DIMENSION. PROVIDE SHOP DRAWINGS.

INTERIOR WALLS AND TRIM ARE

PRIMARILY INTACT

3/4" 4"1" X 4" END CAP

3/4" X 3/4" TRIM

3/4" SIDE PANEL

1" X 4" END CAP

PLASTER ON STUD

WING WALLS

2'-0"

DOOR TO BEDROOM 201

BULKHEAD OVER STAIRS

REMOVE RETURN AIR GRILL,

TRIM DRYWALL TO CLEANLY

FIT GRILL, AND PAINT INTERIOR

DRYWALL, STUDS, AND METAL

BLACK. REPLACE GRILL WITH

FINS POINTING UP TO MINIMIZE

VIEW INTO DUCT.

11 2" 1'-

1" 11 2"

3" 1'-0" 1'-0"

10"

3'-8"

10"

EXISTING ROOF RAFTERS

ASSUMED 24" SPACING

EXISTING CHIMNEY

3x16 WOOD LEDGER

BOARD, SOUTHERN PINE

#2 OR BETTER,

ANCHORED INTO THE

EXISTING CHIMNEY

SIMPSON STRONG TIE

HURRICANE CLIP OR TWIST

STRAPS FOR UPLIFT OF 720

LBS

EXISTING ROOF

RIDGE BEAM

HILTI HY270 w/ 58" THREADED ROD A307; HIT-SC 22x85 w/

HIT-SC 22X85 - 6"

EMBEDMENT,…