815CM3041 LINC Bid Set Bk-11.pdf

PDF 18 MB Posted Jan 3, 2024

Attached to: Y1AZ--NEW IFB (FY-24) | LONG ISLAND NATL CEM | RENOVATION, IMPROVEMENTS & REPAIRS CONSTRUCTION PROJECT | PROJECT NO. 815CM3041
Solicitation number: 36C78624B0005
Issued by: Department of Veterans Affairs National Cemetery Administration

About this file

Written by GovTribe AI · Jan 3, 2024

This federal contract opportunity solicitation is for renovation, improvements, and repairs at the Long Island National Cemetery in Farmingdale, New York. The solicitation number is 36C78624B0005 and seeks a contractor to furnish all tools, labor, materials, equipment, and supervision to perform work described in the Statement of Work, Specifications and Drawings. The work will involve facility renovation, improvements and repairs at the Long Island National Cemetery located at 2040 Wellwood Avenue in Farmingdale, New York. The issuing agency is the Department of Veterans Affairs National Cemetery Administration. The contractor shall perform all tasks described in the Statement of Work for this project located at the Long Island National Cemetery in Suffolk County, New York.

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GROUND

TYPICAL

02 TYPICAL

TYPICAL

BASEMENT

05 05

LEGEND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

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PUMP HOUSE:

BASEMENT & GROUND LEVELS

FLOOR PLANS

AE-511

1 BASEMENT FLOOR: PLAN

1/2" = 1'-0"

0 1' 2' 4' 6'

3 GROUND FLOOR: PLAN

1/2" = 1'-0"

PAINT EXISTING TANKS & OTHER MECHANICAL EQUIPMENT.01

XXX DOOR TAG: SEE DOOR SCHEDULE, SHEET AE-802.

03 AREA OF EXISTING ELECTRICAL EQUIPMENT: SEE ELECTRICAL

DOCUMENTS.

INSTALL NEW WINDOW PER WINDOW SCHEDULE AND

DETAILS, SEE SHEET AE-804. PAINT EXISTING LINTELS P-11,

SEE AE-805 FINISH SCHEDULE.

05 REMOVE WALL PARGING AREAS THAT ARE LOOSE OR FAILING.

PREP MASONRY BACK UP WALL AND INSTALL PARGING TO

MATCH EXISTING. PAINT TO MATCH EXISTING. AFFECTED

WALL AREA IS 70 SQUARE FEET.

06 REMOVE DAMAGED BRICK NEAR CORNER OF SILL AND

REPLACE WITH MATCHING BRICK. REPAIR AND REPOINT BRICK

AND MORTAR JOINTS IN THIS AREA.

XX WINDOW TAG: SEE WINDOW SCHEDULE, SHEET AE-803.

2 EXISTING PUMP HOUSE INTERIOR

FW MS

07 INSTALL 1" THICK GALVANIZED FLOOR GRATE AT FORMER

WELL CASING OPENING. GRATE SHALL HAVE SERRATED

ANTI-SLIP SURFACE. SEE MECHANICAL DRAWINGS, SHEET

MH-511 FOR MORE INFORMATION. SEE IRRIGATION

DRAWINGS FOR WATER WELL PUMP DECOMMISSIONING

AND OTHER WORK.

08 EXISTING FLOOR OPENING FOR AIR INTAKE DUCT. SEE

MECHANICAL DRAWINGS, SHEET MH-511 FOR MORE

INFORMATION. INSTALL 1" THICK GALVANIZED FLOOR GRATE

AS REQUIRED TO INFILL AROUND NEW DUCT.

4 EXISTING PUMP HOUSE BASEMENT INTERIOR

/ KEYNOTES

REPOINT ALL EXISTING MASONRY: INTERIOR AND EXTERIOR.

PROTECT ALL ELECTRICAL AND MECHANICAL EQUIPMENT

DURING RENOVATION. SEE FINISH SCHEDULE ON SHEET

AE-805 AND PAINTING SPEC SECTION 09 91 00. SEE DIVISION

04 SPECIFICATIONS FOR HISTORIC BRICK MASONRY

REPOINTING AND REPAIR INFORMATION.

AE-531

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT

NOTES FOR THIS PROJECT, TYPICAL.

2. SEE SHEETS AE-802 THRU AE-804 FOR WINDOW AND DOOR

SCHEDULES AND PARTITION TYPES. SEE WINDOW DETAIL

ON AE-804 FOR WINDOW DETAILS AT NEW WINDOWS.

3. SEE AE-531 FOR EXTERIOR FINISH COLORS.

NOTES

09 INSTALL NEW MECHANICAL VENT IN NEW MASONRY OPENING

WITH NEW STEEL LINTELS. SEE MECHANICAL DRAWINGS AND

DETAIL 12/AE-801.

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AE-512

07 07

7-1/4" V.I.F.

12"

7-1/4" V.I.F.

12"

EXIST.

EXISTING CEILING OPNG.

EXISTING DOUBLE 2X FRAMING:

TYPICAL ALL SIDES OF OPENING:

CONTRACTOR TO VERIFY CONDITION IN

FIELD - SEE STRUCTURAL DRAWINGS

DOUBLE 2X FRAMING:

TYPICAL ALL SIDES OF OPENING

SUBSTRATE: EXISTING PLYWOOD

NEW ROOFING FELTS AND WEATHER

BARRIER: SEE SPECIFICATIONS

NEW ASPHALT SHINGLE ROOFING: SEE

SPECIFICATIONS

DEMO EXISTING PLYWOOD ROOF OPENING

COVER IN ITS ENTIRETY.

EXIST. ROOF OPNG.

EXISTING OPNG. IN ROOF SHEATHING

EXISTING CEILING FRAMING: 2X WOOD

NEW CEILING: SEE CEILING PLAN

ROOF FRAMING:

EXISTING 2X WOOD

NEW CONTINUOUS ROOF LEDGER: NEW 2X

WOOD SECURED TO EXISTING DOUBLE 2X

FRAMING

ROOF FRAMING: EXISTING 2X WOOD JOISTS

ROOF FRAMING: NEW 2X WOOD JOISTS

SECURED TO CONT. LEDGER. SPACING TO

MATCH EXISTING FRAMING

NEW CONTINUOUS LEDGER: NEW 2X

WOOD FRAMING SECURED TO EXISTING

DOUBLE 2X FRAMING

CEILING FRAMING: NEW 2X WOOD

JOISTS SECURED TO CONT. LEDGER.

JOIST SPACING AT 16" O.C.

LEGEND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

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PUMP HOUSE:

ROOF - PLAN, ELEVATIONS &

ROOF REPAIR DETAIL

AE-512

2 ROOF: PLAN

1/2" = 1'-0"

0 1' 2' 4' 6'

NEW GUTTERS AND DOWNSPOUTS: SEE ELEVATIONS, SHEET

AE-531 AND SPECIFICATION SECTIONS 07 01 50.19

PREPARATION FOR REROOFING AND 07 60 00 FLASHING

AND SHEET METAL.

02 INSTALL NEW ROOFING SYSTEM ONTO EXISTING PLYWOOD

SUBSTRATE. INSPECT ALL EXISTING ROOF SHEATHING AND

REPLACE UP TO 350 S.F. OF PLYWOOD SHEATHING WITH

NEW; REPLACE SOFT / WEAK PANELS.

03 REMOVE EXISTING PLYWOOD COVER FOR ROOF OPENING IN

ITS ENTIRETY.

EXTERIOR FACE OF EXISTING WALL BELOW04

1 ROOF: ELEVATION - SOUTH FAÇADE

1/2" = 1'-0"

4 ROOF OPENING: REPAIR DETAIL

1" = 1'-0"

3 ROOF: ELEVATION - EAST FAÇADE

1/2" = 1'-0"

REPLACE EXISTING SOFFIT WITH VENTED SOFFIT PER DETAIL

5/AE-801 TYPICAL; SIZE SOFFIT VENT TO FIT, FIELD VERIFY.05

06 EXISTING OPENING IN ROOF SHEATHING. INFILL OPENING

WITH 3/4" PLYWOOD ROOF SHEATHING. USE SQUARE

SAWCUT LINES AT NEAREST RAFTER. COVER SHEATHING

WITH NEW ASPHALT SHINGLE ROOF SYSTEM. SEE KEYNOTE

#02 AND DETAIL 4/AE-512.

PREP AND PAINT EXISTING "EYEBROW" VENTS & HOUSING

TO MATCH EXISTING. SEE HAZMAT NOTES ON SHEET A-001.

COORDINATE WITH MECHANICAL DRAWINGS FOR EXHAUST

DUCTS IN ATTIC AT EYEBROW VENTS. PAINT COLOR: P-11,

SEE AE-805 FINISH SCHEDULE.

RIDGE SHINGLE PATTERN TO REPLICATE EXISTING STYLE.08

INSTALL 1/2" GYPSUM BOARD CEILING, PATCH AND PAINT

TO MATCH EXISTING CEILING. INSTALL NEW R-38 BATT

INSULATION IN ENTIRE ATTIC.

IK, FW MS

SAND, PREP, PRIME AND PAINT EXISTING FASCIA AND TRIM

AT ENTIRE PERIMETER, COLOR: P-11, SEE AE-805 FINISH

SCHEDULE.

/ KEYNOTES

NOTES

1. PAINT ALL EXTERIOR DOORS, DOOR / WINDOW FRAMES,

WOOD TRIMS, SOFFITS AND PANELS, AND EXPOSED LINTELS.

COLOR: P-11, SEE FINISH SCHEDULE AE-805.

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GROUND

8'-6"

CEILING

AE-512

08 TYPICAL

TYPICAL

08TYPICAL

BASEMENT

LEGEND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

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PUMP HOUSE:

BASEMENT & GROUND LEVELS

REFLECTED CEILING - PLANS

AE-521

1 BASEMENT FLOOR: REFLECTED CEILING PLAN

1/2" = 1'-0"

0 1' 2' 4' 6'

2 GROUND FLOOR: REFLECTED CEILING PLAN

1/2" = 1'-0"

NEW CEILING SYSTEM: MECHANICALLY ATTACHED TO

STRUCTURE ABOVE; 1 LAYER 5/8" GYPSUM BOARD. PAINT

STANDARD GYPSUM BOARD CEILING COLOR - SEE FINISH

SCHEDULE. INSULATE ENTIRE ATTIC WITH NEW R-38 BATT

INSULATION.

02 NEW LIGHTING FIXTURE: SEE ELECTRICAL DOCUMENTS

EXISTING OPENING FOR STAIR TO LEVEL ABOVE.03

EXISTING OPENING IN CEILING / FLOOR FOR EQUIPMENT TO

LEVEL ABOVE. INSTALL NEW GALVANIZED STEEL GRATE.04

EXISTING OPENING IN CEILING. INSTALL 5/8" GYPSUM

BOARD CEILING; REPAIR FRAMING ABOVE PER DETAILS ON

SHEET AE-512. INSULATE ABOVE BEFORE SECURING IN

PLACE. CONTRACTOR SEQUENCING NOTE: KEEP EXISTING

HOLE IN CEILING IN PLACE UNTIL AFTER THE EXISTING PUMP

AND CASING HAVE BEEN PULLED AND THE EXISTING WELL

HAS BEEN DECOMMISIONED. WAIT UNTIL ALL WORK ON THE

EXISTING WELL IS COMPLETE AND APPROVED BY THE

PERMIT AUTHORITY(IES) HAVING JURISDICTION.

PATCH EXISTING DAMAGED PARGING, PRIME AND PAINT TO

MATCH EXISTING ADJACENT WALL.06

07 NEW EXIT/ EMERGENCY LIGHT FIXTURE: SEE ELECTRICAL

DOCUMENTS

08 INSTALL NEW VENTED SOFFIT PER SPECIFICATIONS.

IK, FW MS

NEW EXHAUST DUCT, RUNS FROM BASEMENT THROUGH

GROUND FLOOR INTO ATTIC. SEE MECHANICAL DRAWINGS.

NEW 14" X 24" PLYWOOD ATTIC ACCESS PANEL. PAINT TO

MATCH CEILING PER FINISH SCHEDULE ON SHEET AE-805.

/ KEYNOTES

11 NEW MECHANICAL UNIT HEATER, SEE MECHANICAL

DRAWINGS.

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT

NOTES FOR THIS PROJECT, TYPICAL.

NOTES

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06 05

4'-0" 4'-0"

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

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PUMP HOUSE:

EXTERIOR ELEVATIONS

AE-531

1 WEST ELEVATION

1/4" = 1'-0"

0 2' 4' 8' 16'

4 NORTH ELEVATION

1/4"=1'-0"

3 SOUTH ELEVATION

1/4" = 1'-0"

2 EAST ELEVATION

1/4" = 1'-0"

NOTES

01 REPAIR ROOF FRAMING PER DETAILS ON SHEET AE-512 AND

INSTALL NEW ROOFING.

02 PAINT EYEBROW VENTS AND HOUSING P-1 PAINT COLOR, SEE

FINISH SCHEDULE ON SHEET AE-805.

03 INSTALL NEW DOUBLE DOOR AND HARDWARE. EXISTING

FRAME TO REMAIN, METAL PATCH REPAIR LOWER LEFT FRAME

SECTION AND FINISH IS P-1 PAINT COLOR, SEE FINISH SCHEDULE

ON SHEET AE-805. SEE DOOR SCHEDULE ON SHEET AE-802.

INSTALL NEW EXTERIOR LIGHT, SEE ELECTRICAL DOCUMENTS.

INSTALL NEW WINDOW AND HARDWARE, SEE SHEET AE-804

FOR SCHEDULE AND DETAILS.

INSTALL 7 NEW BRICKS AT CORNER OF SILL AND REPOINT.07

REPAIR AND REPOINT ALL MORTAR JOINTS AT BRICK. REPLACE

CRACKED BRICKS, UP TO 50 SQUARE FEET, WITH NEW BRICKS.

INSPECT BRICKS TO BE REPLACED AND VERIFY WITH APPROVAL

BY COR BEFORE REPLACING BRICKS. COLOR AND SIZE MATCH

BRICKS TO EXISTING AS CLOSELY AS POSSIBLE.

EXISTING FIRE EXTINGUISHER CABINET TO REMAIN.09

LEGEND / KEYNOTES

EXISTING WATER SERVICE DEVICE TO REMAIN.10

1. SEE SHEET A-001 FOR ALL GENERAL AND HAZMAT NOTES FOR

THIS PROJECT, TYPICAL.

INSTALL NEW GUTTERS, DOWNSPOUTS, SPLASH BLOCKS

AND SOFFT. GUTTERS SHALL BE NEW 5" K-STYLE

ALUMINUM GUTTERS WITH 3X4 DOWNSPOUTS. POWDER

COATED FINISH, COLOR: SHERWIN WILLIAMS ANODIZED

MEDIUM BRONZE EVDF ARCHITECTURAL METAL COATINGS,

OR EQUAL. PROVIDE CONCEALED STAINLESS STEEL

FASTENERS THROUGHOUT.

5 CORNER DETAIL

NTS

PAINT ALL EXTERIOR DOORS, DOOR / WINDOW FRAMES,

WOOD TRIMS, AND EXPOSED STEEL LINTELS. COLOR: P-11,

SEE FINISH SCHEDULE AE-805.

ALUMINUM BRICK VENT 7 3/4" X 12", SEE MECHANICAL

DRAWINGS. COLOR: BONE WHITE. SEE DETAIL 12/AE-801.12

2. PAINT ALL EXTERIOR DOORS, DOOR / WINDOW FRAMES,

WOOD TRIMS, SOFFITS AND PANELS, AND EXPOSED LINTELS.

COLOR: P-11, SEE FINISH SCHEDULE AE-805.

TYP.

TYP. TYP.

FW MS

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B C DA

UTILITY

COMMTL

'-8

12'-3" ± 36'-6" ±

UTILITY

COMMTL

- 3

3' -9

" V

+/- 33'-8" VIF

SLOPE DN

SLOPE DN SLOPE DN

- 3

3' -9

" V

+/- 33'-8" VIF

LEGEND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

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2 CEILING PLAN

1/4" = 1'-0"

COMMITTAL SHELTER A:

FLOOR, CEILING AND ROOF

PLANS

AE-611

1 FLOOR PLAN

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

1/4" = 1'-0"

DOOR TAG: SEE DOOR SCHEDULE AE-802

EXISTING STRUCTURAL WOOD BEAMS

NEW 3X4 FLUTED ALUMINUM DOWNSPOUT; CONNECT

INTO EXISTING BELOW-GRADE STORM-WATER

MANAGEMENT SYSTEM. POWDER COATED TO MATCH

GUTTER COLOR. SEE ELEVATION AE-631 FOR HEIGHT

XXX

0 2' 4' 8' 12'

06 NEW ASPHALT SHINGLES ROOF SYSTEM.

TO PARKING

EXISTING WOOD CEILING AND SOFFIT WITH NEW WOOD

STAIN FINISH, SEE NOTE 2 BELOW.

03 03

07 NEW CEILING LIGHT FIXTURES

08 REFER TO AE-621 FOR NEW WORK AT COLUMNS, INTERIOR

/ EXTERIOR WALLS AND BEAMS.

IK, FW FW4801

AE-631

NOTES

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT

NOTES FOR THIS PROJECT, TYPICAL.

2. AT ALL EXISTING EXPOSED SURFACES OF WOOD CEILING,

SOFFIT AND BEAMS, APPLY OIL BASED STAIN AND FINISH WITH

CLEAR COAT POLYUERTHANE. REFER TO AE-805 FOR FINISHES

AND COLORS.

09 REFER TO AE-621 FOR #4, 5 SEAL REMOVAL WITH NEW

ORDER AND REPAIRS.

10 REFER TO AE-621 FOR #4, 5 SEAL REMOVAL WITH NEW

ORDER AND REPAIRS.

CLEAR / FLUSH EXISTING UNDERGROUND STORM DRAIN

PRIOR TO INSTALLING NEW DOWNSPOUTS.

AE-622

INSTALL NEW 5" K-STYLE ALUMINUM GUTTERS AND 3X4

DOWNSPOUTS. POWDER COATED FINISH, COLOR: SHERWIN

WILLIAMS ANODIZED MEDIUM BRONZE EVDF

ARCHITECTURAL METAL COATINGS, OR EQUAL. PROVIDE

CONCEALED STAINLESS STEEL FASTENERS THROUGHOUT.

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CONSULTANTS

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PRIME CONSULTANT

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UTILITY

COMMTL

DCBA

'-8

36'-8" ±

10'-0" ±

SLOPE DN

SLOPE DN SLOPE DN

- 3

3' -9

" V

+/- 33'-111

4" VIF

UTILITY

COMMTL

DCBA

LEGEND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

NOT TO SCALE

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2 CEILING PLAN

1/4" = 1'-0"

COMMITTAL SHELTER B:

FLOOR, CEILING AND ROOF

PLANS

AE-612

1 FLOOR PLAN

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

1/4" = 1'-0"

DOOR TAG: SEE DOOR SCHEDULE AE-802XXX

0 2' 4' 8' 12'

NOTES

TO PARKING

03 03

IK, FW FW4801

AE-632

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT

NOTES FOR THIS PROJECT, TYPICAL.

NOT USED

EXISTING STRUCTURAL WOOD BEAMS

NEW 3X4 FLUTED ALUMINUM DOWNSPOUT; CONNECT

INTO EXISTING BELOW-GRADE STORM-WATER

MANAGEMENT SYSTEM. POWDER COATED TO MATCH

GUTTER COLOR.

06 NEW ASPHALT SHINGLES ROOF SYSTEM.

EXISTING WOOD CEILING AND SOFFIT WITH NEW WOOD

STAIN FINISH, SEE NOTE 2 BELOW.

07 NEW CEILING LIGHT FIXTURES

08 REFER TO AE-621 FOR NEW WORK AT COLUMNS, INTERIOR

/ EXTERIOR WALLS AND BEAMS.

2. AT ALL EXISTING EXPOSED SURFACES OF WOOD CEILING,

SOFFIT AND BEAMS, APPLY OIL BASED STAIN AND FINISH WITH

CLEAR COAT POLYUERTHANE. SEE FINISH SCHEDULE AE-805.

09 REFER TO AE-621 FOR #4, 5 SEAL REMOVAL WITH NEW

ORDER AND REPAIRS.

10 CLEAR / FLUSH EXISTING UNDERGROUND STORM DRAIN

PRIOR TO INSTALLING NEW DOWNSPOUTS.

AE-622

INSTALL NEW 5" K-STYLE ALUMINUM GUTTERS AND 3X4

DOWNSPOUTS. POWDER COATED FINISH, COLOR: SHERWIN

WILLIAMS ANODIZED MEDIUM BRONZE EVDF

ARCHITECTURAL METAL COATINGS, OR EQUAL. PROVIDE

CONCEALED STAINLESS STEEL FASTENERS THROUGHOUT.

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text U

AutoCAD SHX Text N

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AutoCAD SHX Text T

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GSPublisherVersion 379.93.93.100

U N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Final Construc on Documents - Issued for Construc on

U N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

PRIME CONSULTANT

Walker Federal Services, LLC 7820B-162 Wormans Mill Rd Frederick, Maryland 2 1 7 0 1

CONSULTANTS

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

NOT TO SCALE

KEY

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0 2' 4' 8' 12'

AE-621

COMITTAL SHELTERS A AND B

INTERIOR ELEVATIONS

AE-622

AE-621

SCALE: 1/2" = 1'-0"8 ELEVATION AT STORAGE ROOM WALL 2 INFILL ABOVE COLUMNS

SCALE: 1/2" = 1'-0"5 SECTION THROUGH INTERIOR BEAMS INFILL

4 EXISTING INTERIOR BEAMS7 EXISTING STORAGE ROOM WALL 1 EXISTING BRICK COLUMNS

6 INTERIOR VIEW

3 KEYPLAN

LEGEND

NEW SHIPLAP SIDING ON NEW FRAMING ABOVE INTERIOR

WALLS, BEAMS AND COLUMNS TO UNDERSIDE OF EXISTING

CEILING.

02 PREP ALL WOOD SURFACES FOR STAINING AND SEALANT. SEE

A-805 FINISH SCHEDULE FOR COLOR.

03 EXISTING BEAM

04 EXISTING COLUMN

NOTES

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT NOTES

FOR THIS PROJECT, TYPICAL.

2. AT COMMITTAL SERVICE SHELTERS A & B, COORDINATE

REMOVALS WITH NEW ORDER AND REPAIRS/CHANGES TO

VENEER. COR AND CEMETERY DIRECTOR'S PRESENCE ARE

REQUIRED DURING REMOVAL AND APPROVAL OF MEANS OF

STORAGE.

05 REMOVE AND SALVAGE EXISTING WALL SEAL FOR

REINSTALLATION. PATCH OR REPLACE BRICK AND REPOINT, AS

REQUIRED. SEE NOTE 2 BELOW

06 REINSTALLED SEALS AT SAME HEIGHT. ALIGN WITH TOP ROW.

PROVIDE AND INSTALL SPACE FORCE SEAL TO MATCH EXISTING

SEALS IN DESIGN, TEXTURE AND FINISH. COORDINATE WITH

COR. SEE NOTE 2 BELOW

AE-622

2±

NEW POWDER COATED FINISH .024 GA.

ALUMINUM FASCIA

WRAPPED ON NEW 1x FASCIA BOARD

SEE FINISH SCHEDULE FOR COLOR.

EXISTING PLYWOOD SUBSTRATE

5" K STYLE GUTTER (ALUMINUM)

5" 40K FASCIA HANGER WITH SNAP STRAP BY GUTTERSUPPLY OR

EQUAL, SPACE AT 2'-0" O.C., MATCH GUTTER COLOR AND MATERIAL

DRIP EDGE: EXTEND 4" UP ROOF AND 2" INTO GUTTER

ICE & WATER SHIELD (ENTIRE ROOF)

ROOFING FELTS

ROOFING SHINGLES

EXISTING UNDERSIDE OF SHIPLAP CEILING TO BE SANDED

CLEAN OF EXISTING FINISH AND RE-STAINED; COLOR SAMPLES

FOR VERIFICATION TO BE SENT TO COR FOR APPROVAL, REFER

TO FINISH SCHEDULE

2 1/2"

NEW 1x FASCIA BOARD OVER EXISTING 2x FRAMING

EXISTING WOOD BEAM W/

SHIPLAP

INSTALL NEW SHIPLAP, STAINED AND SEALED,

SEE FINISH SCHEDULE

FRAME AND FINISH OPPOSITE SIDE OF OVERHEAD BEAM AS IT OCCURS W/ 2x

FRAMING AND SHIPLAP FINISHED WITH COLOR APPROVED BY COR, SEND

SAMPLES FOR VERIFICATION

INSTALL 2x FRAMING

PUTTY ALL NAIL HOLES WITH COLOR TO

TO MATCH SPECIFIED STAIN COLOR,

SAND, CLEAN AND FINISH

REMOVE ALL EXISTING BIRD-SPIKES, WIRE,

DEBRIS AND LOOSE MORTAR BEFORE

INSTALLING NEW FRAMING

SAND CLEAN AND RE-FINISH EXISTING SHIPLAP,

RE-STAIN AND SEAL. SEE FINISH SCHEDULE FOR

COLOR; COLOR SAMPLES FOR VERIFICATION TO

BE SENT TO COR FOR APPROVAL

SAND EXISTING UNDERSIDE OF SHIPLAP CEILING

AND CLEAN OF EXISTING FINISH AND RE-STAINED

AND SEALED, SEE FINISH SCHEDULE FOR COLOR;

COLOR SAMPLES FOR VERIFICATION TO BE SENT

TO COR FOR APPROVAL

INSTALL NEW 2x FRAMING AND

FASTENERS @ 16" O.C. TYPICAL

EXISTING UNDERSIDE OF SHIPLAP CEILING TO BE

SANDED CLEAN OF EXISTING FINISH AND

RE-STAINED AND SEALED, SEE FINISH SCHEDULE

FOR COLOR; COLOR SAMPLES FOR VERIFICATION

TO BE SENT TO COR FOR APPROVAL

EXISTING BRICK WALL

INSTALL NEW SHIPLAP STAIN AND FINISH

INSTALL NEW 2x FRAMING AND

FASTENERS @ 16" O.C. TYPICAL

INSTALL 2x FRAMING

PUTTY ALL NAIL HOLES WITH COLOR TO

TO MATCH SPECIFIED STAIN COLOR,

SAND, CLEAN AND FINISH

REMOVE ALL EXISTING BIRD-SPIKES, WIRE,

DEBRIS AND LOOSE MORTAR BEFORE

INSTALLING NEW FRAMING

1/4" BACKER ROD AND SEALANT,

MATCH SIDING COLOR

EXISTING BRICK COLUMN EDGE BEYOND

INSTALL NEW SHIPLAP, STAINED AND SEALED,

SEE FINISH SCHEDULE FOR COLOR

SAND EXISTING UNDERSIDE OF SHIPLAP CEILING

AND CLEAN OF EXISTING FINISH AND RE-STAINED

AND SEALED, SEE FINISH SCHDULE; COLOR

SAMPLES FOR VERIFICATION TO BE SENT TO COR

FOR APPROVAL

INSTALL 2x FRAMING

PUTTY ALL NAIL HOLES WITH COLOR TO

TO MATCH SPECIFIED STAIN, SAND,

CLEAN AND FINISH

REMOVE ALL EXISTING BIRD-SPIKES, WIRE,

DEBRIS AND LOOSE MORTAR BEFORE

INSTALLING NEW FRAMING

EXISTING BRICK COLUMN

PLANE SMOOTH END AND EASE EDGES

CLEAR 1X LUMBER, FINISH UNDERSIDE WITH

SAME STAIN COLOR AS SHIPLAP

INSTALL NEW 2x FRAMING AND

FASTENERS @ 16" O.C. TYPICAL

1/4"

1/ 4"

QUIRK MITERED

CORNER

NEW SHIPLAP STAIN

AND FINISH

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction 0 1" 2" 4" 6"

COMMITTAL SHELTER

DETAILS

AE-622

1 GUTTER AND FASCIA DETAIL

6" = 1'-0"

IK, FW MS, JP

2 SHIPLAP & FRAMING INFILL DETAIL AT BEAMS

6" = 1'-0"4 SHIPLAP DETAIL AT CENTER OF COLUMNS

6" = 1'-0"

3 SHIPLAP DETAIL AT BRICK WALL

6" = 1'-0"

5 PLAN DETAIL AT SHIPLAP CORNERS

6" = 1'-0"

NOTES:

1. PROVIDE ALUMINUM FASCIA, GUTTERS AND DOWNSPOUTS, .032 GA. POWDER

COATED FINISH. SEE FINISH SCHEDULE FOR COLOR

2. PROVIDE CONCEALED STAINLESS STEEL FASTENERS THROUGHOUT.

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PRIME CONSULTANT

N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Final Construc on Documents - Issued for Construc on

U N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

PRIME CONSULTANT

Walker Federal Services, LLC 7820B-162 Wormans Mill Rd Frederick, Maryland 2 1 7 0 1

CONSULTANTS

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

NOT TO SCALE

KEY

2Z2Y

2W3D

M L

K I

2P2N

2H2J

2E2G

Y Z

2VW

0 2' 4' 8' 12'

AE-631

COMMITTAL SHELTER A -

EXTERIOR ELEVATIONS

- 1

5' -1

- 7

'-9 " V

- 1

5' -1

- 7 '-9

" V

- 1

5' -1

- 7 '-9

" V

- 1

5' -1

- 7 '-9

" V

SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"4 WEST ELEVATION

SCALE: 1/4" = 1'-0"3 EAST ELEVATION

SCALE: 1/4" = 1'-0"1 NORTH ELEVATION

LEGEND

NEW HM DOORS, FRAMES & HARDWARE. PAINT METAL

TRANSOM PANEL TO REMAIN, P-13, SEE AE-805 FINISH

SCHEDULE.

NEW 5" K-STYLE ALUMINUM GUTTER SYSTEM, POWDER

COATED. COLOR: SHERWIN WILLIAMS ANODIZED MEDIUM

BRONZE EVDF ARCHITECTURAL METAL COATINGS, OR EQUAL.

NEW 3X4 FLUTED ALUMINUM DOWNSPOUTS. CONNECT TO

EXISTING DOWNSPOUT BOOT AND STORM DRAIN. MATCH

GUTTER COLOR.

NEW ASPHALT SHINGLES ROOF SYSTEM.

NEW ALUMINUM FASCIA POWDER COATED FINISH. COLOR:

SHERWIN WILLIAMS ANODIZED MEDIUM BRONZE EVDF

ARCHITECTURAL METAL COATINGS, OR EQUAL.

NOTES

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT NOTES

FOR THIS PROJECT, TYPICAL.

2. SEE SHEET AD-631 FOR AREAS OF BRICK REPOINTING.

AE-622

N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

Final Construc on Documents - Issued for Construc on

U N I T

E D

STATE S OF

R I C A

N T

VETERANS

A F F A I R S

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Project Title

Building Number Checked Drawn

Location

Date

Project No.

DRAWING NO.

Dwg. Of

1 2 3 4 5 6 7 8 9

A B

C D

E F

A B

C D

E F

PRIME CONSULTANT

Walker Federal Services, LLC 7820B-162 Wormans Mill Rd Frederick, Maryland 2 1 7 0 1

CONSULTANTS

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

NOT TO SCALE

KEY

2Z2Y

2W3D

M L

K I

2P2N

2H2J

2E2G

Y Z

2VW

0 2' 4' 8' 12'

AE-632

COMMITTAL SHELTER B:

EXTERIOR ELEVATIONS

- 1

5' -1

- 7 '-9

" V

- 1

5' -1

- 7 '-9

" V

- 1

5' -1

- 7

'-9 " V

- 1

5' -1

- 7

'-9 " V

SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION

SCALE: 1/4" = 1'-0"1 NORTH ELEVATION

SCALE: 1/4" = 1'-0"4 WEST ELEVATION

SCALE: 1/4" = 1'-0"3 EAST ELEVATION

LEGENDS

1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT NOTES

FOR THIS PROJECT, TYPICAL.

2. SEE SHEET AD-632 FOR AREAS OF BRICK REPOINTING WORK.

NOTES

NEW HM DOORS, FRAMES & HARDWARE. PAINT METAL

TRANSOM PANEL TO REMAIN, P-13, SEE AE-805 FINISH

SCHEDULE.

NEW 5" K-STYLE ALUMINUM GUTTER SYSTEM, POWDER

COATED. COLOR: SHERWIN WILLIAMS ANODIZED MEDIUM

BRONZE EVDF ARCHITECTURAL METAL COATINGS, OR EQUAL.

NEW 3X4 FLUTED ALUMINUM DOWNSPOUTS. CONNECT TO

EXISTING DOWNSPOUT BOOT AND STORM DRAIN. MATCH

GUTTER COLOR.

NEW ASPHALT SHINGLES ROOF SYSTEM.

NEW ALUMINUM FASCIA POWDER COATED FINISH. COLOR:

SHERWIN WILLIAMS ANODIZED MEDIUM BRONZE EVDF

ARCHITECTURAL METAL COATINGS, OR EQUAL.

AE-622

PRE-FABRICATED SELF-

FLASHING, INSULATED

ROOF CURB, SEE NOTE 3

ALUMINUM CURB CAP

WITH FAN

TURN DUCT OVER TOP OF CURB;

INSTALL SEALANT AT PERIMETER;

SIKAFLEX 221 OR EQUIVALENT

TREATED WOOD NAILER

ANCHORED TO CURB

CONDUIT, SEE

MEP DRAWINGS

INSTALL 2x WOOD ROOF

FRAMING AS SHOWN

ALUMINUM FLASHING AND

COUNTERFLASHING OVER

PRE-FAB METAL CURB W/

BLOCKING

REMOVE EXISTING ROOFING AND

PLYWOOD SHEATHING AS REQUIRED

INSTALL 2x WOOD ROOF

FRAMING AS SHOWN

EXISTING SLATE SHINGLES ON

UNDERLAYMENT

EXHAUST DUCT, SEE

MEP DRAWINGS

BIRD SCREEN ON DISCHARGE

INSTALL DIVERTER AND CURB

OUTLINE OF STEPPED

FLASHING BEYOND

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

DETAILS: GENERAL

AE-800

1 ROOF CURB FLASHING DETAIL

3" = 1'-0"

FW MS

NOTES:

1. SECURE CURB CAP TO NAILER WITH CADMIUM PLATED LAG SCREWS

(HIGH-DOMED, CAPPED, GASKETED) (MIN. TWO PER SIDE). VERIFY FAN AND

DUCT OPENING AND COORDINATE CURB SIZE WITH MANUFACTURER'S SHOP

DRAWINGS.

2. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

DETAILS.

3. ROOF CURB SHALL BE CONSTRUCTED OF 18-GAUGE GALVANIZED STEEL WITH

CONTINUOUS WELDED SEAMS. WIDE BASE PLATE FLASHING TO ENSURE

WATERTIGHT SEAL TO ROOF. LINED WITH 1-1/2" RIGID FIBERGLASS INSULATION.

SHOP-APPLY DTM PAINT. MATCH ROOF GUTTER COLOR. SECURE ROOF CURB TO

ROOF DECK WITH A MINIMUM OF THREE (3) GALVANIZED LAG SCREWS PER SIDE

AND TWO (2) PER CORNER. BASIS OF DESIGN IS GREENHECK OR EQUIVALENT.

4. PROVIDE ALL PRESSURE TREATED PLYWOOD

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CONSULTANTS

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DOWNSPOUT:

AS SCHEDULED. REFER TO

SPECIFICATION FOR EACH

BUILDING FOR DOWNSPOUT

MATERIAL

DOWNSPOUT STRAP

ALL SEAMS SOLDERED OR SEALED

1/2" MIN. SHINGLES OVERHANG

DRIP EDGE FLASHING

ROOF UNDERLAYMENT

PLYWOOD SHEATHING

APPROXIMATELY 2" HEAD LAP OF EACH UP-SLOPE

FLASHING OVER LOWER STEP-FLASHING, EXTEND

UP ADJACENT VERTICAL SURFACE 8" MINIMUM

SHEET METAL STEP-FLASHING AT EACH COURSE

(COPPER: IF REPLACING COPPER AND ON SLATE ROOFS;

OTHERWISE ALUMINUM OR STAINLESS STEEL,

SEE SPECIFICATION SECTION 07 60 00 AND ROOFING SPECS

MAINTAIN CLEARANCE ABOVE FINISHED ROOF SURFACE

APPROX. 4"

GUTTER END CAP

WALL CLADDING

UNDERLAYMENT

SIDE WALL

DIVERTER FLASHING

ICE SHIELD BARRIER

MEMBRANE UNDERLAYMENT,

ENTIRE ROOF, TYPICAL

SHINGLES INSTALLED PER

SPECIFICATIONS

COPPER FLASHING *

SQUARES WOVEN

INTO ADJACENT

SHINGLES

SHINGLES OVER

FLASHING

EXTEND FLASHING

MIN. 6" IN ALL

DIRECTIONS

SOLDERED

BLIND NAIL TO

SECURE FLASHING

SCHEDULED ROOF

PLUMBING VENT

COPPER FLASHING *

4" - 8"

INSTALL NON-CORROSIVE

SHEET METAL DRIP EDGE

FLASHING, MIN. 2" BACK ALONG

EAVE AND RAKE EDGES, TYPICAL

SEE SPECIFICATION 07 72 00

AND ROOFING SPECIFICATIONS

FOR SECURING AND ANCHORING

EDGE TO ROOF

INSTALL NEW TRIM,

PAINT COLOR: P-11.

REMOVE AND REPLACE EXISTING

ROOFING AND DRIP EDGE.

ANCHOR WITH 12 GA. ROOFING

NAILS 10" O.C. AND 2" FROM

EDGE OF SHEATHING.

NEW 6" K STYLE .032 GA.

ALUMINUM GUTTERS AND

DOWNSPOUTS. PROVIDE

GUTTER STRAPS AT 24" O.C.,

MATCH EXISTING COLOR

REMOVE EXISTING PLYWOOD

SOFFIT AND REPLACE WITH

NEW HARDIE 24" WIDE VENTED

CEDARMILL SOFFIT, INSTALL

NEW WOOD BLOCKING. PAINT

SOFFIT COLOR: P-11, SEE

AE-805 FINISH SCHEDULE EXISTING

EXTERIOR WALL

EXISTING ROOF

STRUCTURE TO REMAIN

* ONLY AT SLATE ROOFS;

FOR ASPHALT SHINGLES, USE

ALUMINUM OR STAINLESS

STEEL FLASHING

* ONLY AT SLATE ROOFS;

FOR ASPHALT SHINGLES, USE

ALUMINUM OR STAINLESS

STEEL FLASHING

INSTALL NEW R-38 BATT

INSULATION IN ATTIC AT

BAYS 1 & 2 AND

STORAGE RM. 102

NEW 4x4 COLUMN WITH 1x6

WOOD TRIM ALL 4 SIDES

INSTALL NEW 1x6 WOOD

TRIM COLUMN BASE COVER

DOWN TO NEW SIDEWALK

(ALL 4 SIDES)

QUARTER ROUND WOOD

TRIM AT EACH CORNER

INSTALL NEW 4x4 COLUMN

WOOD BASE TRIM AND QUARTER

ROUND TRIM AS SHOWN, PAINT TO

MATCH EXISTING COLUMNSEX

G H

PARTIAL ELEVATION

PLAN

SEALANT ALL AROUND

3" M

PROVIDE 1/4" GAP FROM SLAB

AT ALL SIDES, TYP., CAULK

SIDEWALK, SEE

CIVIL DRAWINGS

METAL POST BASE IN NEW

CONCRETE SLAB, SEE DETAILS

10 & 11 ON S-203.

EXISTING CEILING

OPENING AT FLUE

NEW 2X FRAMING:

TYPICAL ALL SIDES OF OPENING:

CONTRACTOR TO VERIFY CONDITION IN

FIELD - SEE STRUCTURAL DRAWINGS

DOUBLE 2X FRAMING:

TYPICAL ALL SIDES OF OPENING

SUBSTRATE: EXISTING PLYWOOD

NEW ROOFING FELTS AND WEATHER

BARRIER: SEE SPECIFICATIONS

NEW ASPHALT SHINGLE ROOFING: SEE

SPECIFICATIONS

DEMOLISH AND REMOVE EXISTING CHIMNEY

AND FLUE IN ITS ENTIRETY

NEW CEILING FRAMING: 2X WOOD

NEW CEILING: SEE CEILING PLAN

NEW CONTINUOUS ROOF LEDGER: NEW 2X

WOOD SECURED TO EXISTING DOUBLE 2X

FRAMING

ROOF FRAMING: EXISTING 2X WOOD JOISTS

ROOF FRAMING: NEW 2X WOOD JOISTS

SECURED TO CONT. LEDGER. SPACING TO

MATCH EXISTING FRAMING

NEW CONTINUOUS LEDGER: NEW 2X

WOOD FRAMING SECURED TO 2X FRAMING

CEILING FRAMING: NEW 2X WOOD

JOISTS SECURED TO CONT. LEDGER.

JOIST SPACING AT 16" O.C.

EXISTING OPENING IN ROOF

SHEATHING. INFILL OPENING

WITH 3/4" PLYWOOD ROOF

SHEATHING. USE SQUARE

SAWCUT LINES AT NEAREST

RAFTER. COVER SHEATHING

WITH NEW ASPHALT SHINGLE

ROOF SYSTEM.

INSTALL 1/2" GYPSUM BOARD

CEILING, PATCH AND PAINT TO

MATCH EXISTING CEILING.

INSTALL NEW R-38 BATT

INSULATION IN ENTIRE ATTIC

EXISTING EXTERIOR WALL

INSTALL STEEL LINTELS AND

PAINT COLOR P-11, SEE

FINISH SCHEDULE

7 3 /4

INSTALL BRICK VENT LOUVER

W/ INSECT SCREEN AS

SCHEDULED ON

MECHANICAL DRAWINGS

SAWCUT OPENING FOR NEW

LOUVER IN EXISTING MASONRY

BLOCK AND BRICK WALL

INFILL TOP COURSE OF CMU

BLOCK WITH SOLID GROUT

GROUT INFILL AND FINISH ALL

EXPOSED CMU AND BRICK

AND PAINT COLOR P-11

WATER STOP

INFILL CMU BLOCK WITH

SOLID GROUT

SCHEDULED TILE BASE

AT PUBLIC RESTROOMS BUILDING ONLY,

PROVIDE REMOVABLE P.LAM PANEL WITH

GROMMET SCREW FASTENERS AND CLIP

ANGLES. P. LAM AS SCHEDULED.

SEAMED UNDERMOUNT ADA

SINK BOWL AS SCHEDULED

SOLID SURFACE COUNTER

TOP

11"

2'-0"

2' -1

INSTALL SUPPORT BLOCKING IN

WALL AND STEEL "L" SUPPORT

BRACKETS BETWEEN SINKS AND AT

ENDS OF COUNTER TOPS

2" 2'

-3

CERAMIC TILE

BOND COAT

MORTAR BED

REINFORCING

WATERPROOFING MEMBRANE

EXISTING WOOD SUBFLOOR

16" O.C., VIF

CERAMIC TILE

BOND COAT

CRACK ISOLATION MEMBRANE

CONCRETE SUBFLOOR

SHOWER WALL TILE

BOND COAT

CEMENT BACKER BOARD

FLEXIBLE SEALANT

MARBLE THRESHOLD

SHOWER FLOOR TILE

REINFORCED MORTAR BED

BATHROOM FLOOR TILE

WATERPROOFING

MEMBRANE

EXISTING CONSTRUCTION

SLOPE 1/4"PER FT

TOWARD DRAIN

WEEP HOLES &

WEEP PROTECTION

VAPOR RETARDER MEMBRANE

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701

WFS

FACILITY RENOVATION

LONG ISLAND NATIONAL CEMETERY

815CM3041

May 22, 2023

Final Construction Documents - Issued for Construction

DETAILS: GENERAL

AE-801

6 CLOSED VALLEY

NTS 3 DOWNSPOUT STRAP

NTS

2 PIPE VENT FLASHING

NTS

5 SOFFIT DETAIL AT MAINTENANCE BLDG.

NTS

1 HIP FLASHING

NTS4 STEPPED FLASHING

NTS

7 CASEWORK AT PUBLIC RESTROOMS

1" = 1'-0"

8 COLUMN REPLACEMENT DETAIL

1 1/2" = 1'-0"

AT PUBLIC RESTROOMS ENTRY

FW, MS MS

NOTE:

1. PAINT ALL OF REPLACED WOOD COLUMNS. COLOR: P-11,

SEE SHEET AE-805 FINISH SCHEDULE.

11 ROOF REPAIR DETAIL AT PUBLIC RESTROOMS ROOF

1" = 1'-0"

12 AIR INTAKE LOUVER DETAIL AT PUMP HOUSE

3" = 1'-0"

9 CERAMIC FLOOR TILE DETAIL

3" = 1'-0" AT WOOD SUBFLOOR

10 CERAMIC FLOOR TILE DETAIL

3" = 1'-0"

AT CONCRETE SUBFLOOR

13 CERAMIC TILE DETAIL AT SHOWER

3" = 1'-0"

AT PUBLIC INFORMATION CENTER

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2x4

WOOD TRIM

GWB BOTH SIDES

PLYWOOD

WOOD DOOR

WOOD FRAME

SCHEDULED

WALL TYPE

WALL THICKNESS + 1"

SCHEDULED

WALL TYPE

WALL THICKNESS + 1"

SCHEDULED

DOOR

HOLLOW METAL

FRAME

1/2"

2X4 1/2"

2"2"

SCHEDULED

DOOR

HOLLOW METAL

FRAME

WALL THICKNESS + 1"

H-4 H-6H-2

H-5H-3

SCHEDULED

WALL TYPE

GWB

EXT. SHEATHING

PLYWOOD

2x HEADER

ALUMINUM DOOR

ALUMINUM FRAME

EXISTING

MASONRY WALL

HOLLOW METAL

FRAME

SCHEDULE DOOR

2" 2"

5-3/4"EQ EQ

GWB BOTH SIDES

EXISTING

CONSTRUCTION

EXISTING STEEL LINTEL,

WHERE IT OCCURS

BACKER ROD & SEALANT

GROUT

5 3/4"

HM FRAME

EXISTING

MASONRY WALL

H-1

T-2

T-1

DOOR FRAME BEYOND

SCHEDULED FLOOR

FLOOR TILE

ADA COMPLIANT THRESHOLD

MATCHING PORCELAIN TILE

1/ 4"

1/ 2"

DOOR FRAME BEYOND

SCHEDULED FLOOR

ADA COMPLIANT THRESHOLD

T-3

DOOR FRAME BEYOND

FLOOR TILE

ADA COMPLIANT THRESHOLD

4" WIDE DOUBLE-BEVEL MARBLE

T-2J-3

J-2 T-1

J-4J-1

D W

WOOD DOOR

GWB BOTH

SIDES

WOOD TRIM

2x4WOOD FRAME

GWBALUMINUM FRAME

ALUMINUM DOOR

2x4 EXTERIOR

D W

WOOD STUD

ANCHOR,

3 PER JAMB

GWB

BOTH

SIDES

D W

2" 2"

FRAME

DOOR FRAME BEYOND

SCHEDULED FLOOR

FLOOR TILE

ADA COMPLIANT THRESHOLD

MATCHING PORCELAIN TILE

1/ 4"

1/ 2"

DOOR FRAME BEYOND

SCHEDULED FLOOR

ADA COMPLIANT THRESHOLD

BACKER ROD &

SEALANT, BOTH

SIDES

EXISTING

CONSTRUCTION

2" 2"

HM FRAME

GROUT

JAMB ANCHOR, 3 PER

JAMB, 1 SILL ANCHOR

Revisions Date

Drawing Title Project Title

Drawn

Location

Date

4 5 6 7 8 9

1 4 7 9

A B

C D

B D

E F

NATIONAL

CEMETERY

ADMINISTRATION

Approved:

Building Number Checked

Project No.

DRAWING NO.

Dwg. Of

1 2

2 3 5 6 8

A C

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