S02 - 824IC3005 Bid Dwgs Woodlawn Bk08.pdf

DS DS

DS DS 3'-4"

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY COR OF ANY DISCREPANCIES

PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

REMOVE EXISTING WORKTABLE AND PEGABOARD

EXISTING LADDER AND OPENING TO ATTIC TO REMAIN

REMOVE EXISTING PLYWOOD CEILING

REMOVE EXISTING DOOR, AND FRAME

ENLARGE MASONRY DOOR OPENING FOR NEW ADA DOOR

REMOVE EXISTING PLUMBING FIXTURES AND PARTITIONS

REMOVE EXISTING WALL, PATCH CEILING AND FLOOR AS

REQUIRED.

REMOVE EXISTING SHOWER / PIPING. SEE MECHANICAL

DRAWINGS FOR DETAILS.

REMOVE EXISTING SUSPENDED CEILING TILES AND GRIDS

REMOVE EXISTING LIGHT FIXTURES THROUGHOUT, TYP.

REMOVE ALL EXISTING ROOFING MATERIAL. INSPECT

SUBSTRATE AND REPAIR OR REPLACE UP TO 10% OF ROOF

SUBSTRATE .

EXISTING ROOF VENT TO REMAIN.

REMOVE GUTTERS AND DOWNSPOUTS.

EXISTING AIR COMPRESSOR TO REMAIN.

REMOVE EXISTING WINDOWS AND FRAMES.

REMOVE EXISTING PLASTER AND FURRING STRIPS IN

EXISTING RESTROOM WALLS WHERE NEW CERAMIC TILES

WILL BE INSTALLED. REFER TO DRAWING AE-103.

REMOVE BRICK FOR NEW LOUVERS. SEE 2/AE-202 FOR

LOCATIONS AND STRUCTURAL DRAWINGS FOR STEEL

LINTEL.

REMOVE CONCRETE STOOL

2 CEILING DEMOLITION PLAN

1/4" = 1'-0"

MAINTENANCE BUILDING

DEMOLITION PLANS

AD-102

1 FLOOR DEMOLITION PLAN

1/4" = 1'-0"

EDGE OF ROOF

OVERHANG ABOVEEDGE OF ROOF

3 ROOF DEMOLITION PLAN

1/4" = 1'-0"

0 2' 4' 8' 12'

NOTES

13 13

18 18

DS

DS

DS

DS

RA

M

P

DN

DN

REF

CLOSET

104A

KITCHEN

UTILITY RM

RESTROOM

LOBBY

OFFICE

RESTROOM

OFFICE

OFFICE

HALL

CLOSET

108A

CLOSET

109A

CLOSET

110A

IT CLOSET

105A

CLOSET

102A

ENT. PORCH

104B

PORCH

109B

DN

DN

CLOSET

107A

LOUNGE

EXIST. 45'-4"

EX

IST

. 4 1'-

4"

EXIST. 24'-10"

EX

IST

. 1 5'-

0"

EXIST. 20'-6"

EX

IST

. 2 6'-

4"

1'-8" 10'-5 3/4"

FE

FE

S

S

C

C

C

A

A

A

A

A A A

AD

D

A

CLOSET

104A

KITCHEN

UTILITY RM

RESTROOM

LOBBY

OFFICE

RESTROOM

OFFICE

OFFICE

HALL

CLOSET

108A

CLOSET

109A

CLOSET

110A

IT CLOSET

105A

CLOSET

102A

ENT. PORCH

104B

PORCH

109B

E

D

D CLOSET

107AC

CC

C

LOUNGE

LL

LL

A

J

J

S S S

SSS

B

B

B

X

X

SS

QQQ

T

V

3'-0"

3'- 0"

3"

3" 3"

3'-0"

3'- 0"

ALIGN FRONT OF

GRAVESITE LOCATOR

WITH WITH STAIR

REFER TO DRAWING

AE-503 FOR DETAILS

EXISTING PORCH STAIR

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1 FLOOR PLAN

1/4" = 1'-0"

AE-402

AE-402

AE-402

ADMINISTRATION BUILDING

FLOOR AND REFLECTED

CEILING PLANS

AE-101

0 2' 4' 8' 12'

EDGE OF ROOF

OVERHANG ABOVE

AE-401

AE-201

AE-201

AE-201

AE-201

EDGE OF ROOF

2 REFLECTED CEILING PLAN

1/4" = 1'-0"

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT TO BE INSTALLED

PER MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED

FOR INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION

OF FINISHES. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR SUBSTRATE CONDITIONS WHERE FINISHES ARE APPLIED

7. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE

SPECIFICATIONS, SWITCHES, EMERGENCY AND EXIT LIGHT

LOCATIONS.

8. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE WALLS

THROUGHOUT, PREP, PRIME AND APPLY 2 COATS OF

INTERIOR LATEX PAINT.

9. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE ALL

INTERIOR AND EXTERIOR WOOD DOORS, TRIM AND CASING

THROUGHOUT, PREP, PRIME AND APPLY 2 COATS OF

EXTERIOR LATEX PAINT.

10. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE ALL

INTERIOR AND EXTERIOR OF WINDOWS, SASH, JAMB, TRIM

AND SILL. PREP, PRIME AND APPLY 2 COATS OF PAINT.

11. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE ALL

CEILINGS THROUGHOUT, REPLACE TO MATCH EXISTING

WHERE REQUIRED, PREP, PRIME AND APPLY 2 COATS OF

INTERIOR LATEX PAINT.

12. SEE ELEVATION DRAWINGS AE-201 FOR EXTERIOR ENVELOPE

WORK.

GRAVESITE LOCATOR. ALIGN BRICK PIER WITH EXISTING

STAIR

EXISTING CEILING HATCH DOOR TO ATTIC.

EXISTING FLOOR HATCH DOOR TO CRAWL SPACE

EXISTING FIRE PLACE. RESTORE AND CONVERT TO GAS

FIREPLACE. REFER TO PLUMBING DRAWINGS FOR

ADDITIONAL INFORMATION.

EXISTING BRICK CHIMNEY.

NEW BUILT IN WORKSTATIONS.

HOT WATER HEATER. REFER TO PLUMBING DRAWINGS FOR

DETAILS.

A/C CONDENSING UNIT. SEE MECHANICAL DRAWINGS FOR

DETAILS.

PROVIDE LVT FLOORING

PROVIDE CERAMIC FLOOR AND WAINSCOT WALL TILES.

REPLACED ROTTED WOOD POST AND SECURE RAILING TO

STRUCTURE.

FULL HEIGHT STORAGE UNIT AND COUNTER.

NOT USED

COPPER DOWNSPOUTS AND GUTTERS

PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE EXISTING

HARDWOOD FLOORS THROUGHOUT, INCLUDING CLOSETS.

REPLACE TO MATCH EXISTING WHERE REQUIRED.

COMPLETELY PREP AND APPLY 3 COATS OF POLYURETHANE

FINISH.

PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE EXISTING

GYPSUM BOARD CEILING THROUGHOUT. PREP, PRIME AND

APPLY 2 COATS OF INTERIOR LATEX PAINT.

PROVIDE CARPET IN LOBBY.

ALUMINUM ROLLING COUNTER SHUTTER WITH LOCK.

INSTALL WALL TO WALL 3/4" FIRE RETARDANT PLYWOOD IN

IT CLOSET 105A.

PROVIDE ALUMINUM TRANSITION STRIP.

PROVIDE STAINLESS STEEL CLOTHING ROD AND WOOD SHELF

IN CLOSET

09 09

C

B

A

A

CB

15a

18a

14a

AE-101

NOTES

AE-501

ALIGN

ALIGN

3 GAS FIREPLACE INSERT UNIT

3/4" = 1'-0"4 SECTION THROUGH FIRE PLACE

3/4" = 1'-0"

AE-101

AE-101

FLEXIBLE INLET AND

EXHAUST VENT PIPES

VERIFY EXISTING FIREPLACE

CLEARANCES TO ENSURE

COMPATIBILITY OF GAS

FIREPLACE INSERT UNIT

DECORATIVE FRONT PANEL

DECORATIVE TRIM, EXTEND 3"

BEYOND MASONRY OPENING

DECORATIVE FRONT PANEL

GAS FIREPLACE INSERT

EXISTING MASONRY FIREPLACE

EXISTING MASONRY

FIREPLACE

5 GRAVESITE LOCATOR PLAN

1/2" = 1'-0"

DS

DS

DS

7:1 2 P

ITC

H

7:12 PITCH

7:1 2 P

ITC

H

7:12 PITCH

7:12 PITCH

7:1 2 P

ITC

H

UNEXCAVATED

EXISTING ACCESS

DOOR IN FLOOR

VENT VENT

VENT

VENTVENTVENT

VENT

VENT

VENT

VENT

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1. REPLACE FLASHING AROUND ALL ROOF PENETRATIONS AND

ROOF BOOTS. ALL FLASHING TO BE MINIMUM 16 OZ. COPPER

AT EXPOSED LOCATIONS AND 10 OZ. MINIMUM AT

CONCEALED LOCATIONS. REFER TO SPECIFICATIONS FOR

DETAILS.

2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

3. DO NOT SCALE DRAWINGS.

4. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

5. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION

OF FINISHES. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR SUBSTRATE CONDITIONS WHERE FINISHES ARE APPLIED.

6. WARNING: FIELD EXAMINATION REVEALED POTENTIAL

EVIDENCE OF ASBESTOS-CONTAINING PIPE INSULATION IN

THE CRAWL SPACE. DO NOT DISTURB. PIPE WRAP WILL BE

REMOVED DURING PLUMBING DEMOLITION UNLESS

OTHERWISE INDICATED.

ADMINISTRATION BUILDING

ROOF PLAN AND

CRAWL SPACE PLAN

AE-102

0 2' 4' 8' 12'

1 ROOF PLAN

1/4" = 1'-0"

'ENVIROSLATE' BY 'ENVIROSHAKE' QUALITY ENGINEERED

ROOFING AND UNDERLAYMENT OR EQUAL AS APPROVED BY

COR.

COPPER STANDING SEAM METAL ROOF TO MATCH EXISTING

PROFILE.

5" HALF ROUND 20 OZ. COPPER GUTTERS AND 3"X4" FLUTED

COPPER DOWNSPOUTS MATCHING GUTTER.

REFER TO NOTE 6 BELOW. REMOVE CAP & INSULATION AT

ALL EXISTING VENTS, TYP. TO RESTORE EXISTING VENTS TO

WORKING CONDITION. CAREFULLY CUT INSULATION

AROUND VENTS AND RE-SEAL AROUND NEW HOLE. CLEAN &

REFURBISH EXISTING VENT AND/OR REPLACE AS NECESSARY.

PROTECT ADJACENT BRICKS FROM DAMAGE.

GRAVESITE LOCATOR

COPPER SNOW GUARDS, LAYOUT AND INSTALL PER

MANUFACTURER'S WRITTEN INSTRUCTIONS APPROPRIATE

FOR ROOF TYPE, PITCH, LOADS AND APPLICABLE BUILDING

CODES. REFER TO SPECIFICATIONS FOR DETAILS.

RIDGE VENT

EXISTING BRICK

CHIMNEY AND VENTS

EXISTING GABLE

VENT

EXISTING

GABLE VENT

2 CRAWL SPACE PLAN

1/4" = 1'-0"

04 04

NOTES

07 07

CLOSET

102A

RESTROOM

GARAGE

HAZMAT STOR

RESTROOM

102 CLOSET

101A

DS

56'-0"

'-0

3'-4"

5'-0"

3'- 2"

22'-0"

2'- 6"

4'- 6"

1'-7"

1'- 9"

1'- 9"

FE

2'-0"

E

E

E

E

F

H H H H

J

L

D

L

CLOSET

102A

RESTROOM

GARAGE

HAZMAT STOR

H H

RESTROOM

L

J

G

L

L

L

CLOSET

101A

T

H

T

DS DS

DS DS

7:1 2 P

ITC

H

7:12 PITCH

7:1 2 P

ITC

H

7:12 PITCH

LEGEND

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1. REPLACE FLASHING AROUND ALL ROOF PENETRATIONS AND

ROOF BOOTS. MINIMUM 16 OZ. COPPER AT EXPOSED

LOCATIONS AND 10 OZ MINIMUM AT CONCEALED

LOCATIONS. REFER TO SPECIFICATIONS FOR DETAILS.

2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

3. DO NOT SCALE DRAWINGS.

4. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

5. INSTALL ALL MATERIALS AND EQUIPMENT PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

6. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED

FOR INSTALLATION OF WALL MOUNTED ACCESSORIES.

7. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION

OF FINISHES. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR SUBSTRATE CONDITIONS WHERE FINISHES ARE APPLIED.

8. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE ALL

INTERIOR AND EXTERIOR DOORS, TRIM AND CASING

THROUGHOUT, PREP, PRIME AND APPLY 2 COATS OF FINISH

PAINT.

9. PATCH HOLES, SCRATCHES, DAMAGE AND RESTORE ALL

INTERIOR AND EXTERIOR OF WINDOWS, SASH, JAMB, TRIM

AND SILL. PREP, PRIME AND APPLY 2 COATS OF FINISH PAINT

10. SEE ELEVATION DRAWINGS AE-202 FOR EXTERIOR ENVELOPE

WORK.

WORKTABLE WITH 1-3/4" STAINLESS STEEL HEAVY DUTY

TABLETOP, OVERHEAD AND UNDER COUNTER STORAGE

SHELVES

EXISTING LADDER AND ACCESS OPENING TO ATTIC

EXISTING VENT THROUGH ROOF

CONCRETE RAMP AND LANDING, SEE DRAWING 6/LS-201

BRICK WALL INFILL AT EXISTING DOOR OR WINDOW

OPENING

NOT USED

MOP SINK, SEE PLUMBING DRAWINGS FOR DETAILS

PROVIDE CERAMIC FLOOR AND WAINSCOT WALL TILES

STRIPED FLOOR AREA, 4" DIAGONAL YELLOW COLOR

5/8" ACX HI-BOR PRESSURE TREATED PLYWOOD CEILING,

PAINTED

PAINTED GWB CEILING

EXISTING AIR COMPRESSOR.

'ENVIROSLATE' ROOF AND UNDERLAYMENT BY

'ENVIROSHAKE' QUALITY ENGINEERED ROOFING OR EQUAL

AS APPROVED BY COR.

24 OZ. COPPER GUTTERS AND 3"X4" FLUTED COPPER

DOWNSPOUTS MATCHING GUTTER.

HEAVY DUTY METAL SHELVING UNITS.

TIE NEW DOWNSPOUTS INTO EXISTING UNDERGROUND

STORM DRAIN AT THESE LOCATIONS.

12"X8" EXHAUST AIR BRICK VENT. SEE EAST ELEVATION

2/AE-202 FOR LOCATION

(2) 24"X24" HIGH AND LOW ACOUSTIC LOUVERS. SEE EAST

ELEVATION 2/AE-202 FOR LOCATIONS AND MH-PLANS FOR

LOUVER SPECIFICATIONS.

BOLLARDS, SEE DRAWING 2/LS-203 FOR DETAILS.

EXISTING EYEWASH

COPPER SNOW GUARDS, LAYOUT AND INSTALL PER

MANUFACTURER'S WRITTEN INSTRUCTIONS APPROPRIATE

FOR ROOF TYPE, PITCH AND LOADS. REFER TO

SPECIFICATIONS FOR DETAILS.

EXISTING CONCRETE SPLASH BLOCK

NEW CONCRETE SPLASH BLOCK, MATCH EXISTING

1 FLOOR PLAN

1/4" = 1'-0"

MAINTENANCE BUILDING

FLOOR, CEILING AND ROOF

PLANS

AE-103

0 2' 4' 8' 12'

EDGE OF ROOF

OVERHANG ABOVE

EDGE OF ROOF

3 REFLECTED CEILING PLAN

1/4" = 1'-0"

AE-202

AE-202

AE-202

AE-202

AE-404

19 20 21 22

A-405

26a

D

E

2 ROOF PLAN

1/4" = 1'-0"

EXISTING ROOF VENT

20a

NOTES

E

E

D

E

E

E

E

F

F

AE-501

SIM.

AE-501

21 14

AE-501

AE-501

AE-501

SIM.

18'-6"

1'- 0"

1'-0"

22'-0" BRICK SCREEN WALL+/- 5'-7"

8"

4 3

C D

'-6

1/ 2"

1'- 4"

1'-6"

1'-0"

2'-6"22'-0" BRICK SCREEN WALL

8'- 0"

FINISH FLOOR 876.94'

MAINT. BLDG

FINISH FLOOR 876.59'

ADMIN. BLDG

MAINT. BLDG

FINISH FLOOR 876.94'

D C

8'- 8"

876'

876.25'

1 12

L

D

F F

18'-6"

1'- 0"

1'-0"

22'-0" BRICK SCREEN WALL+/- 5'-7"

8"

4 3

C D

'-6

1/ 2"

1'- 4"

1'-6"

1'-0"

2'-6"

DS

1:1 2 P

ITC

H

DN

DS

4 3

C D

1'- 0"

1'- 4"

20'-6"

'-1

0 1 /2

'-1

0 1 /2

1'-0" 1'-0"

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO

CONSTRUCTION. NOTIFY ARCHITECT OF ANY

DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL

SURFACES AND SHALL BE CONSIDERED AS CLEAR

OPENINGS UNLESS NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS

REQUIRED FOR INSTALLATION OF WALL MOUNTED

ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE

APPLICATION OF FINISHES. CONTRACTOR SHALL ASSUME

RESPONSIBILITY FOR SUBSTRATE CONDITIONS WHERE

FINISHES ARE APPLIED.

OPEN PARKING GARAGE

PLANS & ELEVATIONS

AE-104

0 2' 4' 8' 12'

1 FLOOR PLAN

1/4" = 1'-0"

MAINTENANCE

BUILDING

ADMINISTRATION

BUILDING

BRICK SCREEN WALL, MATCH EXISTING ADJACENT BRICKS.

METAL FENCE AND GATE. REFER TO "GATE 2", 3/LS-204.

STEEL COLUMN, REFER TO SB-PLANS

STANDING SEAM METAL ROOF

CONCRETE PAVING - HEAVY DUTY, REFER TO SB-PLANS

AGGREGATE SURFACING PAVEMENT, REFER TO LS-102

1/2" EXPANSION JOINT

COPPER GUTTER AND DOWNSPOUT

12"X24" CONCRETE SPLASH BLOCK

PROVIDE BLOCKING FOR SURFACE MOUNTED LIGHT

FIXTURES, REFER TO 5/AE-105

2 EAST ELEVATION

1/4" = 1'-0"

4 SECTION

1/4" = 1'-0"

ADMINISTRATION

BUILDING

MAINTENANCE

BUILDING

MAINTENANCE

BUILDING

3 REFLECTED CEILING PLAN

1/4" = 1'-0"

MAINTENANCE

BUILDINGADMINISTRATION

BUILDING

5 ROOF PLAN

1/4" = 1'-0"

AE-104

AE-104

AE-104

NOTES

AE-105

AE-105

AE-105

AE-104

LEGEND

AE-105

AE-105

SIM.

8'- 8"

CM

U

CO

UR

SE

S

SE

E S

TR

UC

TU

RA

L D

RA

W

IN

GS

FO

R D

ET

AI

LS

FINISHED

GRADE

STAINLESS STEEL

METAL TIES, 16" O.C.

VERTICALLY &

HORIZONTALLY,

STAGGERED

1'-4"

3"

D

876.25'

8"

4" 8"

2X12 PRESSURE

TREATED WOOD JOISTS

@ 16" O.C.

COPPER EAVE FLASHING

4" COPPER HALF

ROUND GUTTER

3"X4" COPPER

FLUTED

DOWNSPOUT

(2) 2X8 CONTINUOUS

NAILER

2X12 WOOD BLOCKING

BETWEEN EACH JOIST

BRICK SCREEN

WALL, MATCH

EXISTING

ADJACENT

BUILDING BRICK

CONCRETE

SPLASH

BLOCK

11'-6 1/2"

CONCRETE SLAB

- 9

'-1 " C

LE

AR

AN

CE

1'-0"

6"

C

876.00'

SEE STRUCTURAL

DRAWINGS DETAILS

5/8" EXTERIOR

GRADE PLYWOOD

FLASHING

TRIM

1X 11-1/2"

FIBER CEMENT

FASCIA

(2) 2X6 CONTINUOUS

NAILER

GALVANIZED STEEL

BEAM, SEE SF-PLAN

GALVANIZED HSS

STEEL COLUMN,

PAINTED MEDIUM

GRAY, SEE

SF-PLAN

STANDING SEAM METAL

ROOF

6"

1'-0"

1" X 11-1/2"

FIBER

CEMENT

FASCIA

1 1/2" STANDING SEAM

METAL ROOF

5/8" EXTERIOR

GRADE PLYWOOD

FIBER CEMENT

PANEL BEAM

WRAP

GALVANIZED

HSS COLUMN

PAINTED, SEE

SF-PLAN

EDGE TRIM

2'-6"

MAINTENANCE

BLDG

ALIGN LIGHT FIXTURE WITH

UNDERSIDE OF JOISTS, PROVIDE

BLOCKING AS REQUIRED

D

CMU, PAINTED

COLOR: SW 7599 BRICK PAVER

BRICK WALL

RETURN

1/ 2"

6"

1" X 11-1/2"

FIBER CEMENT

FASCIA

FIBER CEMENT

PANELS

CONTINUOUS

CLEAT

FLASHING TRIM

GALVANIZED STEEL BEAM

1'- 0"

6 5/8"

SILICONE

SEALANT

PRESSURE

TREATED

NAILERS AND

BLOCKING

STAINLESS

STEEL

FLASHING

1" X 11 1/2"

FIBER CEMENT

FASCIA

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

OPEN PARKING GARAGE

DETAILS

AE-105

2 SECTION DETAIL

3/4" = 1'-0"

3 ROOF DETAIL

3/4" = 1'-0"

1 SECTION DETAIL

3/4" = 1'-0"

5 LIGHT FIXTURE DETAIL

3/4" = 1'-0"

8" CMU, FULLY

GROUTED, SEE

SF-PLANS FOR

REINFORCEMENT

4 PLAN DETAIL AT END OF WALL

1 1/2" = 1'-0"

AE-105

6 DETAIL AT ROOF EDGE

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

PAINTED CMU,

COLOR: SW 7599

BRICK PAVER

SLOPE DN 1/4" = 1'-0"

7 TOP OF WALL DETAIL

1 1/2" = 1'-0"

AE-105

'-0

'-0

A B

8" 8"

22'-0"

1'-0" 20'-0" 1'-0"

2'-8"

2'- 4"

'-4

2'-

4"

SLOPE DN 1/4" = 1'-0"

877.42877.00

H

E

H

A B

7'- 7 1

/2

℄ EQ

EQ

2:1 2 P

ITC

H

2:1 2 P

ITC

H

DS

DS

A B

23'-2"

'-2

A B

11'-0"

'-0

16'-0"

'-1

0"

2 12

'-3

1'- 6"

1 2 22'-0"

'-1

0" 1'-

6"

2'-6"

7'- 0"

3'- 0"

6"

22'-0"

'-1

0"

1'- 6"

3'- 0"

AB

16'-0"

'-1

0"

8'-

2'-

0"

11'-4" 1'-

6" 2 12

2'-4"2'-4"

BA

16'-0"

'-0

11'-0"

1'- 6"

'-1

0"

2 12

'-6

1'- 6"

877.44

GA

RA

GE

D

OO

R H

EIG

HT

VA

RI

ES

877.00

22'-0"

SLOPE DN 1/4" = 1'-0"

1'-0" 1'-0"

TOP OF CONCRETE

KNEE WALL, 878.50'

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

1. METAL BUILDING BASIS OF DESIGN: BUTLER METAL BUILDING

SYSTEMS. PROVIDE SPECIFIED BUILDING SYSTEM OR

APPROVED EQUAL.

2. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

PROCEEDING WITH THE WORK.

3. DO NOT SCALE DRAWINGS.

4. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

5. INSTALL ALL MATERIALS AND EQUIPMENT PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

6. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED

FOR INSTALLATION OF WALL MOUNTED ACCESSORIES.

7. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION

OF FINISHES. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR SUBSTRATE CONDITIONS WHERE FINISHES ARE APPLIED.

1 FLOOR PLAN

1/4" = 1'-0"

STORAGE BUILDING

PLANS AND ELEVATIONS

AE-106

2 REFLECTED CEILING PLAN

1/4" = 1'-0"3 ROOF PLAN

1/4" = 1'-0"

4 NORTH ELEVATION

1/4" = 1'-0"5 EAST ELEVATION

1/4" = 1'-0"6 SOUTH ELEVATION

1/4" = 1'-0"

7 WEST ELEVATION

1/4" = 1'-0"

LOUVER WITH INSECT SCREEN. SEE AE-107 FOR

DETAILS.

ALUMINUM STORM WINDOWS. SEE AE-107 FOR

DETAILS.

GUTTERS & DOWNSPOUTS. PIPE DOWNSPOUTS AT

THESE LOCATIONS TO EXISTING STORM INLET. REFER

TO CG-X PLANS

STANDING SEAM METAL ROOF

EXTERIOR WALL PACK LIGHT FIXTURE

CORRUGATED TRANSLUCENT PANELS BY METAL

BUILDING MANUFACTURER

CORRUGATED METAL PANEL WALL SYSTEM BY MEAL

BUILDING MANUFACTURER

HEAVY DUTY GALVANIZED STEEL ROLL UP DOOR

WITH ELECTRIC OPERATOR.

PENDANT MOUNT LED FIXTURE

CONCRETE KNEE WALL

HORIZONTAL FRAMING SUPPORT FOR EXTERIOR

METAL PANELS

AE-107

AE-107

AE-106

AE-106

AE-106

AE-106

NOTES

LEGEND

AE-107

AE-107

AE-107

AE-107 28

AE-106

8 INTERIOR ELEVATION

1/4" = 1'-0"

AE-106

AE-107

AE-107

9 BUILDING SECTION

1/4" = 1'-0"

AE-106

9a

AE-107

9a

AE-107

STRUCTURAL LINE1'-0"

END WALL TRIM

1 1/2" STANDING

SEAM METAL

ROOF

Z PURLIN

FLOOR LINE

HEADER

STRUCTURAL

FASTENER

HEAD TRIM

AND FLASHING

CAULK

JAMB EXTENSION

9 1/2"

GA

RA

GE

D

OO

R O

PE

NI

NG

H

EIG

HT

RE

FE

R T O

SB

-P

LA

NS

FO

R C

ON

CR

ET

E

RE

IN

FO

RC

EM

EN

T D

ET

AI

LS

HEAVY DUTY

GALVANIZED

ROLLING STEEL

DOOR

EXTERIOR CORRUGATED

METAL PANEL WALL

SYSTEM

VAPOR

BARRIER

TOP OF

CONCRETE KNEE

WALL, 878.50'

1'- 6"

SLOPE DN

1/4" = 1'-0" 877.00

VA

RI

ES

STRUCTURAL LINE

1'-0"

END WALL TRIM

1 1/2" STANDING

SEAM METAL

ROOF

COLUMN BEYOND

GIRT

Z PURLIN

FLOOR LINE

9 1/2"

RE

FE

R T O

SB

-P

LA

NS

FO

R C

ON

CR

ET

E

RE

IN

FO

RC

EM

EN

T D

ET

AI

LS

EXTERIOR CORRUGATED

METAL PANEL WALL

SYSTEM

VAPOR

BARRIER

1'- 6"

CLOSURE AND FLASHING

SLOPE DN

1/4" = 1'-0"

TOP OF

CONCRETE

KNEE WALL,

878.50'

COLUMN BASE PLATE

FLOOR LINE

SIDEWALL GIRT

1 1/2" STANDING

SEAM METAL

ROOF

2"

EXTERIOR CORRUGATED

METAL PANEL WALL

SYSTEM

2 3/8"

STRUCTURAL LINE

GUTTER

EAVE STRUT

EAVE CLOSURE

Z PURLIN

EXPANSION

JOINT

RE

FE

R T O

SB

-P

LA

NS

FO

R C

ON

CR

ET

E

RE

IN

FO

RC

EM

EN

T D

ET

AI

LS

8"

VAPOR

BARRIER

1'- 6"

TOP OF

CONCRETE

KNEE WALL,

878.50'

SLOPE DN

1/4" = 1'-0"

EXTERIOR

CORRUGATED

METAL PANEL WALL

HEAD TRIM

AND FLASHING

HEADER

CHANNEL

CLIP

ALUMINUM SILL

FLASHING

STRUCTURAL

FASTENER

SILL CHANNEL

CLIP

STRUCTURAL

FASTENER

ALUMINUM STORM

WINDOW WITH 1/4"

TEMPERED GLASS

EXTERIOR

CORRUGATED

METAL PANEL WALL

BACKER ROD AND

SEALANTCAULK

BACKER ROD AND

SEALANT

EXTERIOR METAL

PANEL WALL, FIELD

CUT AS REQUIRED

JAMB TRIM

GIRT

CLIP

STRUCTURAL

FASTENER

4X4X1/2 STEEL ANGLE

STRUCTURAL FASTENER ROLL UP DOOR ANGLE

SLATS

JAMB

5"

JAMB

EXTERIOR METAL

PANEL WALL, FIELD

CUT AS REQUIRED JAMB TRIM

GIRT

CLIP

CAULK

BACKER ROD

AND SEALANT

ALUMINUM STORM

WINDOW WITH 1/4"

TEMPERED GLASS

GIRTS

CORNER TRIM

EXTERIOR CORRUGATED

METAL PANEL WALL

ST

AR

T/

FIN

ISH

D

IM

EN

SIO

N RIDGE COVER 1 1/2" STANDING

SEAM METAL

ROOF

INTERIOR RIDGE TRIM Z PURLIN

CLOSURE AND

PANEL STRAP

VA

RI

ES

2"

BASE TRIM

AND FLASHING

COLUMN

BASE ANGLE

EXTERIOR

CORRUGATED METAL

PANEL WALL

1'- 6"

1'-6"OP OF BASE

878.50'

2" 2"

4'-0" 3'-0"

2'- 0"

2'- 0"

2"4'-0"2"3'-0"2"4'-0"2"

JAMB

CHANNEL

EXTERIOR METAL

PANEL WALL, FIELD

CUT AS REQUIRED JAMB TRIM

GIRT

CLIP

CAULK

BACKER ROD

AND SEALANT

ALUMINUM LOUVER

WITH INSECT SCREEN

EXTERIOR

CORRUGATED

METAL PANEL WALL

HEAD TRIM AND

FLASHING

HEADER

CHANNEL

CLIP

ALUMINUM SILL

FLASHING

STRUCTURAL

FASTENER

SILL CHANNEL

CLIP

STRUCTURAL

FASTENER

ALUMINUM LOUVER

WITH INSECT SCREEN

EXTERIOR

CORRUGATED

METAL PANEL WALL

BACKER ROD AND

SEALANT

CAULK

BACKER ROD AND

SEALANTCAULK

1'-6"

1'- 6"

1'-0"STEEL COLUMN

CONCRETE

BASE AND

KNEE WALL

EDGE OF

CONCRETE

METAL PANEL

WALL SYSTEM

8"

DOWNSPOUT

CAST IRON

DOWNSPOUT BOOT

RUBBER

ADAPTOR

CONNECTION

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

STORAGE BUILDING

DETAILS

AE-107

1 WALL SECTION

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

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

3/4" = 1'-0"

4 WINDOW HEAD / SILL SECTION

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

5 WINDOW JAMB SECTION

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

8 BASE DETAIL

1-1/2" = 1'-0"9 ROOF RIDGE DETAIL

1-1/2" = 1'-0"10 SIDE WALL SECTION

1-1/2" = 1'-0"11 EXTERIOR CORNER DETAIL

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

AE-107

13 WINDOW ELEVATIONS

1/2" = 1'-0"

12 WINDOW DETAIL

1/2" = 1'-0"

METAL CHANNEL

FRAME

METAL CHANNEL

FRAME

METAL

FRAME METAL FRAME

ALUMINUM STORM

WINDOW WITH 1/4"

TEMPERED GLASS

ALUMINUM

LOUVERS WITH

INSECT SCREEN

AE-107

AE-107

AE-107

AE-107

TYPE 'A'TYPE 'A' TYPE 'B'

TYPE: 'A'

QTY: 2

TYPE: 'B'

QTY: 1

6 WINDOW HEAD / SILL SECTION

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

7 WINDOW JAMB SECTION

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

NOTE:

WINDOWS, LOUVERS AND DOORS REQUIRE

WATER TIGHT INSTALLATION

NOTE:

WINDOWS, LOUVERS AND

DOORS REQUIRE WATER

TIGHT INSTALLATION

8a COLUMN PLAN DETAIL 1-1/2" = 1'-0"9a DOWNSPOUT BOOT DETAIL

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

FINISH FLOOR 876.59' GRAVESITE

LOCATOR

- 1

6'- 8"

FINISH FLOOR 876.59'

- 1

6'- 8"

FINISH FLOOR 876.59'

A-ELEV-254A-ELEV-253A-ELEV-250A-ELEV-009A-ELEV-008A-ELEV-007A-ELEV-006A-ELEV-005A-ELEV-004A-ELEV-003A-ELEV-002A-ELEV-001

ELEVATION (A-)LAYERS

A-ELEV-251A-ELEV-252A-ELEV-255

A-ELEV-IDENA-ELEV-OTLNA-ELEV-PATTA-ELEV-DEMO

- 1

6'- 8"

FINISH FLOOR 876.59'

- 1 6'-

8"

LEGEND

NOTES

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

© COPYRIGHT 2020, Walker Federal Services, LLC

Walker Federal Services, LLC

FACILITY RENOVATION,

IMPROVEMENTS, AND

REPAIRS

WOODLAWN NATIONAL CEMETERY

803IC3005

IK; FW FW; CL

May 22, 2020

FINAL CONSTRUCTION DOCUMENTS

ADMINISTRATION BUILDING

ELEVATIONS

AE-201

0 2' 4' 8' 12'

1 NORTH ELEVATION

1/4" = 1'-0"

3 SOUTH ELEVATION

1/4" = 1'-0"

2 EAST ELEVATION

1/4" = 1'-0"

4 WEST ELEVATION

1/4" = 1'-0"

1. VERIFY ALL DIMENSIONS IN FIELD PRIOR TO CONSTRUCTION.

NOTIFY COR OF ANY DISCREPANCIES PRIOR TO PROCEEDING

WITH THE WORK.

2. DO NOT SCALE DRAWINGS.

3. ALL DIMENSIONS ARE GIVEN TO FINISHED WALL SURFACES

AND SHALL BE CONSIDERED AS CLEAR OPENINGS UNLESS

NOTED OTHERWISE.

4. INSTALL ALL MATERIALS AND EQUIPMENT PER

MANUFACTURER'S RECOMMENDED INSTRUCTIONS.

5. PROVIDE BLOCKING IN PARTITIONS AND WALLS AS REQUIRED

FOR INSTALLATION OF WALL MOUNTED ACCESSORIES.

6. PREPARE ALL SUBSURFACES PROPERLY BEFORE APPLICATION

OF FINISHES. CONTRACTOR SHALL ASSUME RESPONSIBILITY

FOR SUBSTRATE CONDITIONS WHERE FINISHES ARE APPLIED.

'ENVIROSLATE' SYNTHETIC SLATE ROOF AND

UNDERLAYMET BY 'ENVIROSHAKE' QUALITY

ENGINEERED ROOFING OR EQUAL AS APPROVED BY

COR

COPPER STANDING SEAM METAL ROOF

EXTERIOR WALL SCONCE

EXTERIOR WALL PACK LIGHT FIXTURE

PROVIDE ALL NEW 5" HALF ROUND COPPER GUTTERS

AND 3"X4" FLUTED COPPER DOWNSPOUTS. PROVIDE

MATCHING DOWNSPOUT STRAPS.

AT ALL EXTERIOR WOOD WORK, DOORS, TRIM AND

SOFFIT, SCRAPE CRACKED AND PEELING PAINT. SAND

SMOOTH, PREP AND CLEAN. PROVIDE 2 COATS OF

EXTERIOR LATEX PAINT. COLOR TO MATCH EXISTING.

CLEAN AND PREP ALL EXPOSED STEEL LINTELS, TYP.

APPLY RUST INHIBITOR AND 2 COATS OF FINISH

PAINT. MATCH EXISTING COLOR.

NOT USED

GRAVESITE LOCATOR.

REMOVE CAP AND INSULATION FROM EXISTING

VENTS TO RESTORE FULL FUNCTIONING OF VENT.

CAREFULLY CUT INSULATION BEHIND THE VENT TO

EXACT SIZE OF VENT AND RE-SEAL

INSULATION/PLASTIC MEMBRANE AROUND THE NEW

HOLE. CLEAN AND REFURBISH EXISTING METAL VENT

OR REPLACE AS NECESSARY, MATCH EXISTING.

PRIVACY FILM ON WINDOWS AT PUBLIC RESTROOM.

COPPER SNOW GUARDS, LAYOUT AND INSTALL PER

MANUFACTURER'S WRITTEN INSTRUCTIONS APPROPRIATE

FOR ROOF TYPE, PITCH AND LOADS. REFER TO

SPECIFICATIONS FOR DETAILS.

NEW VENT PIPE FOR AIR HANDLING UNIT

RIDGE VENT

05 05

070707

07 07 07

NEW ELEMENT

07 05

111111

11 11 11 11

AE-503

13 13

151515

15 15 15