815CM3041 LINC Bid Set Bk-09.pdf

PDF 19 MB Posted Dec 19, 2023

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 · Dec 21, 2023

This file package relates to a federal construction contract opportunity for renovations, improvements, and repairs at the Long Island National Cemetery. The solicitation number is 36C78624B0005 and seeks bids for Project No. 815CM3041 to renovate and repair buildings and grounds at the cemetery operated by the Department of Veterans Affairs National Cemetery Administration. Key details of the opportunity include a pre-solicitation type, a response due date of September 2024, on-site construction work required, and a 19MB PDF attachment containing project specifications and drawings.

View the file

Other files

File	Type	Posted
815CM3041 LINC Bid Set Bk-04.pdf	PDF	Dec 19, 2023
003 GI-103 Gen Notes ASI 02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-10.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-05.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-08.pdf	PDF	Dec 19, 2023
089 I-501 IRRIGATION WATER WELL ASI 02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-14.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Project Manual Spec Bk-02.pdf	PDF	Dec 19, 2023
815CM3041 LINC Phasing SK 01-04.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-07.pdf	PDF	Dec 19, 2023
815CM3041 LINC Project Manual Spec Bk-01.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-03.pdf	PDF	Dec 19, 2023
LINC FacRen 815CM3041 ASI 02 Narrative.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-12.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-13.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-15.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-01.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-16.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-11.pdf	PDF	Dec 19, 2023
815CM3041 LINC Spec ASI 01 Narrative.pdf	PDF	Dec 19, 2023
815CM3041 LINC Bid Set Bk-06.pdf	PDF	Dec 19, 2023
Appendix IV Well depth Eval ASI 02.pdf	PDF	Dec 19, 2023
36C78624B0005_1.docx	DOCX document	Dec 11, 2023

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OPP HD6

AD-701

259'-1" ± V.I.F.

OPP HD6

AD-701

259'-1" ± V.I.F.

OPP HD6

AD-701

242'-11" ± V.I.F

AD-702

TYP.

AD-702

TYP.

AD-702

TYP.

AD-701

TYP.

AD-701

TYP.

AD-701

TYP.

- 2

'-0

" V

- 2

'-0

" V

- 2

'-0

" V

TYPICAL

TYPICAL6

AD-702

AD-701

8'-4"± V.I.F 8'-1"± V.I.F

AD-701

AD-702TYPICAL TYPICAL

- 5

'-6

/4 " V

TYPICAL4

AD-702

5' -0

" V

COLUMBARIUM PLAZA A:

DEMOLITION PLANS AND

ELEVATIONS

AD-701

3 COLUMBARIUM A1-A2: TYPICAL ELEVATION

1/8" = 1'-0"

4 COLUMBARIUM A3-A4: TYPICAL ELEVATION

1/8" = 1'-0"

5 COLUMBARIUM A5-A6: TYPICAL ELEVATION

1/8" = 1'-0"

7 TYPICAL COLUMBARIUM CAP PLAN SHOWING SEALANT JOINT LOCATIONS

1/2" = 1'-0"

6 TYPICAL ELEVATION SHOWING SEALANT JOINT LOCATIONS

1/2" = 1'-0"

2 EXISTING CONCRETE BASE

NOT TO SCALE 1 TYPICAL VERTICAL JOINT DETAIL

NOT TO SCALE

NUMBER OF CRACKS AT CONCRETE BASE FOLLOW. OBSERVATIONS WERE

MADE 6/2021. ADDITIONAL CRACKING AND OTHER FAILURES MAY HAVE

OCCURRED. VISIT SITE AND EXAMINE STRUCTURE TO VERIFY CURRENT CONDITION

PRIOR TO BIDDING. REPAIR ALL CRACKS AND FAILURES.

COLUMBARIUM 1-2: 23

COLUMBARIUM 3-4: 20

COLUMBARIUM 5-6: 21

LEGEND

01 REMOVE EXISTING JOINT SEALANT AND BACKER ROD IN THEIR

REMOVE EXISTING JOINT SEALANT AND BACKER ROD AT

ALL JOINTS ON PRECAST NICHE UNITS ON BOTH SIDES IN

THEIR ENTIRETY. REPLACE WITH NEW.

REPLACE SEALANT JOINTS. VISIT SITE AND EXAMINE STRUCTURE TO VERIFY

COMPLETE EXTENT OF JOINT MATERIALS TO BE REPLACED.

COLUMBARIUM 1-2: 74

COLUMBARIUM 3-4: 69

COLUMBARIUM 5-6: 74

01 01

COLUMBARIUM A PLAN

A1A2

A3A4

A5A6

KEYKEYKEY

NOT TO SCALE

KEY

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ENTIRETY ON THE TOP, SIDES AND BOTTOM OF

COLUMBARIUM CAPS. SEE DRAWING 4/AD-702.

REPAIR CRACK AT CONCRETE BASE. REMOVE LOOSE AND

DETERIORATING CONCRETE AND DEBRIS FROM CRACK AND

SURROUNDING AREA. CLEAN AND APPLY CONCRETE

PATCHING COMPOUND. SMOOTH SURFACE OF PATCH TO

BE LEVEL WITH SURROUNDING CONCRETE. MATCH PATCH

FINISH TO ADJACENT.

COLUMBARIUM 1-2: 32

COLUMBARIUM 3-4: 30

COLUMBARIUM 5-6: 32

AD-701

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

IK, FW LCI

NOTES

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

NOTES FOR THIS PROJECT, TYPICAL.

2. VERIFY ALL EXISTING CONDITIONS IN FIELD

3. SEE LS-303 DRAWINGS FOR ADDITIONAL SEALANT JOINTS AT

COLUMBARIUM BASE AND CONCRETE PAVING REPAIR

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PRIME CONSULTANT

- 2

'-0

" V

- 2

'-0

" V

- 2

'-0

" V

BACKER ROD & SEALANT;

CONTINUOUS AT ALL EXPOSED JOINTS.

SEALANT DEPTH SHALL BE PER

MANUFACTURER'S

RECOMMENDATIONS, TYP.

COLUMBARIUM CAP DETAIL

FACE OF

CAP

BACKER ROD

TOOLED SEALANT

+/- 3/8", VIF

O R

BACKER ROD AND SEALANT AT ALL

EXPOSED JOINT, TYP.

ENSURE CLEAN STRAIGHT LINE. RECOMMEND

USE OF PAINTERS TAPE 1/16" AS A

TEMPORARY GUIDE (USE AS RECOMMENDED

BY MANUFACTURER)SURFACE OF CAULK TO BE

FLUSH

TAPE, TYP.

BACKER ROD AND SEALANT AT ALL

EXPOSED JOINT, TYP.

COLUMBARIUM PLAZA A:

DEMOLITION AND REPAIR

DETAILS

AD-702

1 COLUMBARIUM A PLAN

NOT TO SCALE

CONDITION IN FIELD.

LEGEND

2 COLUMBARIUM CAP

NTS

A1A2

A3A4

A5A6

NOT TO SCALE

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KEY

6 UNDERSIDE OF COLUMBARIUM CAP

NOT TO SCALE

7 UNDERSIDE CAST IN PLACE CONCRETE WALL

NOT TO SCALE

5 VIEW OF COLUMBARIUM BASE

NOT TO SCALE

4 COLUMBARIUM CAP DETAIL

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

3 COLUMBARIUM CAULK JOINT DETAIL

6" = 1'-0"

01 NOT USED

02 NOT USED

03 REMOVE EXISTING JOINT SEALANT & BACKER ROD

04 REPAIR CONCRETE WHERE DAMAGED AT CORNERS. VERIFY

05 CLEAN EXISTING COLLUMBARIUM CAPS, ALL SURFACES

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

AND REPLACE.

IK, FW FW

NOTES

TOTAL LINEAR FEET = 1,556, VIF

REPLACE BACKER ROD AND SEALANT

ON BOTH SIDES COLUMBARIUM BASE

TOTAL 12 LOCATIONS, VIF

ON TOP, SIDES, AND BOTTOM OF CAPS, A1 THROUGH A6.

REFER TO SPECIFICATION SECTION 03 90 00.

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

NOTES FOR THIS PROJECT, TYPICAL.

2. VERIFY ALL EXISTING CONDITIONS IN FIELD

3. SEE LS-303 DRAWINGS FOR ADDITIONAL SEALANT JOINTS AT

COLUMBARIUM BASE AND CONCRETE PAVING REPAIR

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BSMT

BOILER

BSMT

ST2

STAIR 2

ST1

STAIR 1

ST3

STAIR 3

BSMT

BOILER

BSMT

ST2

STAIR 2

ST1

STAIR 1

ST3

STAIR 3

CH = 6'-10"±CH = 7'-1"±

CH = 7'-1"±

CH= 6'-10"±

ETR ETR ETR

ETRETRETR

'-2

8'-8"EQ. EQ

8'-8"EQ EQ 10

'-2

-1

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

NOTES

NOT TO SCALE

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2E2G

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DSSE 3E

NOT TO SCALE

KEY

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DSSE 3E

KEYKEYKEYKEYKEYKEY

NOT TO SCALE

KEY

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2E2G

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DSSE 3E

NOT TO SCALE

KEY

2Z2Y

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K A

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2E2G

Y Z

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DSSE 3E

0 2' 4' 8' 12'

1 FLOOR PLAN

1/4" = 1'-0"

EXISTING SUMP PUMP, INSPECT TO ASCERTAIN IF PUMP IS

FUNCTIONAL. IF FOUND TO BE NON-FUNCTIONAL,

COORDINATE WITH NCA FOR NECESSARY REPAIRS.

02 INACCESSABLE SPACE

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

DIRECTOR'S LODGE:

BASEMENT LEVEL FLOOR AND

CEILING PLANS

AE-111

004 006

2 CEILING PLAN

1/4" = 1'-0"

REPLACE EXISTING HATCH DOOR TO BASEMENT. REFER TO

AE-118 OR DETAILS

NEW CEILING SYSTEM: 1/2" GWB ATTACHED TO EXISTING

FLOOR JOISTS ABOVE. SHIM AND FURR AS REQUIRED.

NEW LIGHT FIXTURE. PROVIDE BLOCKING TO INSTALL

SURFACE MOUNTED FLAT PANEL LED. SEE ELECTRICAL

DRAWINGS FOR SPECIFICATIONS.

TYP.

IK, FW FW

EXISTING LIGHT FIXTURE TO REMAIN, TYP.06

AE-118

07 REPAIR OPENING AT STAIR SPANDREL. PROVIDE NEW WOOD

DOOR, FRAME AND HARDWARE. PAINT DOOR AND FRAME TO

MATCH NEW WALL PAINT. VERIFY OPENING SIZE IN FIELD.

PATCH AND REPAIR ALL HOLES IN WALL, TYP.

EXISTING LOLLY COLUMN0808

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

FOR THIS PROJECT, TYPICAL.

2. SEE DOOR SCHEDULE FOR FURTHER DETAILS.

3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS

AND MOUNTING TYPES. PROVIDE BLOCKING AS REQUIRED TO

INSTALL LIGHT FIXTURES AT EXPOSED JOIST CEILINGS.

4. APPLY / INSTALL NEW FINISHES ON WALLS, DOORS, DOOR

FRAMES / TRIM, WINDOWS; SEE FINISH SCHEDULE.

REPLACE CONCRETE STAIR ABOVE0909

EXISTING SINK TO REMAIN10

EXISTING WASHER / DRYER TO REMAIN11

11 10

AE-118

TYP.

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PRIME CONSULTANT

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LIVING RM

SUNROOM

FOYER 1

DINING

POWDER

KITCHEN

BATH 1

PASSAGE ST2

STAIR 2

BEDRM 1

FOYER 2

CLOSET

STR3

STAIR 3

DSDS

STAIR A

STAIR B

STAIR C

STAIR D

- 6

'-4

+/- 7'-0"

+/- 7'-11"

5' -4

'-0

10'-8"

'-0

'-6

15'-9"

1'-9"

5'-4"

1'-9"

5'-4"

4'-0"

2' -0

2'-0"

3' -6

VIF

3'-0"

NEW DOOR

AND FRAME

VIF

NEW WINDOW

EXISTING

WINDOW &

FRAME TO

REMAIN

EXISTING

WINDOW &

FRAME TO

REMAIN

6'- 8"

VIF

3'-0"

NEW DOOR

VIF

NEW WINDOW

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 0 2' 4' 8' 12'

DIRECTOR'S LODGE:

GROUND LEVEL FLOOR PLAN

AE-112

108A

ST2

111A

111B

111D

INSTALL NEW AREAWAY DOOR INTO CONCRETE WALLS. SEE

1/AE-118 FOR DETAILS

NEW CONCRETE STAIR AND LANDING ON EXISTING

FOUNDATION TO MATCH EXISTING IN APPEARANCE. USE

SALVAGED BRICKS FOR NEW KNEEWALLS. IF BRICK CANNOT

BE SALVAGED CONTRACTOR SHALL PROVIDE NEW BRICKS TO

MATCH EXISTING, TYP. SEE AD-112 AND AE-118 FOR DETAILS.

NOTES

NOT TO SCALE

KEY

NOT TO SCALENOT TO SCALENOT TO SCALE

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108B

REINSTALL SALVAGED IRON RAILING. IF EXISTING RAILING

CANNOT BE SALVAGED, CONTRACTOR SHALL PROVIDE

NEW RAILING, WHICH SHALL EXACTLY MATCH EXISTING IN

MATERIAL IN DESIGN, COLOR AND APPEARANCE.

QUANTITY: 7

93.75'

91.25'

AE-115

NEW DECK, RAMP AND STAIR.

06 NEW CONCRETE WALK, REFER TO LS-309 FOR DETAILS

93.75'

IK, FW FW

NEW CONCRETE STEPS ON EXISTING FOUNDATION. SEE

AE-118 FOR DETAILS.

103A 107A

111C

REHABILITATE EXISTING HISTORIC WOOD DOOR. REFER TO

SPEC SECTION 08 03 14 HISTORIC TREATMENT OF WOOD

DOORS

04 6

AE-118

08 NEW CONCRETE EQUIPMENT PAD

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

FOR THIS PROJECT, TYPICAL.

2. SEE DOOR SCHEDULE FOR FURTHER DETAILS.

3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS

AND MOUNTING TYPES.

4. APPLY / INSTALL NEW FINISHES ON WALLS, DOORS, DOOR

FRAMES / TRIMS, WINDOWS, CEILINGS; SEE FINISH SCHEDULE.

5. UNLESS OTHERWISE SPECIFIED, IN WET AREAS PROVIDE 5/8"

CEMENT BACKER BOARD WHERE WALL FINISH IS TILE FROM

FLOOR TO CEILING. PROVIDE 5/8" MOISTURE RESISTANT GWB

WHERE WALL FINISH IS PAINT OR PARTIAL WALL HEIGHT TILES.

REFER TO FINISH SCHEDULE.

6. REFER TO LP-101 FOR AGGREGATE SURFACING UNDER DECKING

AND EDGING. SEQUENCE RECOMMEND AGG/EDGING TO BE

INSTALLED AFTER HELICAL PILES BUT BEFORE

FRAMING/DECKING.

7. REFER TO AE-805 FOR FINISH SCHEDULE, AE-900 SERIES FOR

FINISH BOARDS

A 09 SEE 13/AE-801 FOR CERAMIC TILE DETAIL AT SHOWER

10 PROVIDE 36" LONG CONCRETE SPLASH BLOCK WHERE

DOWNSPOUT DOES NOT CONNECT TO UNDERGROUND

STORM DRAIN, AND AT 2 CONDENSATE DRAIN LOCATIONS.

AE-118

PROVIDE NEW FRAMING AND SUPPORT FOR NEW WIDENED

DOORS AND NEW WINDOW. COORDINATE NEW WINDOW

SIZE WITH NEW DOOR. MATCH WINDOW TYPE, WOOD

TRIMS AND SILLS WITH EXISTING.

3 1F FLOOR PLAN

SCALE: 1/4" = 1'-0" 2 NEW DOOR & WINDOW ELEVATION

SCALE: 1/2" = 1'-0" 1 WINDOW PLAN DETAIL

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

AE-112

AE-116

AE-112

12 EXISTING WALL PIPE COVER TO REMAIN

102A

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

CX PARTITION TAG: SEE PARTITION TYPE SCHEDULE AE-804

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LIVING RM

SUNROOM

FOYER 1

DINING

POWDER

KITCHEN

BATH 1

PASSAGE ST2

STAIR 2

BEDRM 1

FOYER 2

CLOSET

STR3

STAIR 3

DSDS

CH = 8'-8"±

CH = 8'-6"±

CH = 8'-0"±

8'-5"±

CH = 8'-5"±

12'-0"±

CH = 9'-8"±

CH = 7'-0"±

CH = 7'-11"±

CH = 8'-4"±

ETR

ETRETR

ETR

2'-6"

CH = 8'-5"±

CH = 9'-8"±EQ

EQ.EQ.

3'-0"

2' -2

1 2" 3'

-9 1 2"

EQ. EQ.

4'-33 4"

5'-0"

3'-71 2"

2' -7

2'-71 4"

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 0 2' 4' 8' 12'

DIRECTOR'S LODGE:

GROUND LEVEL CEILING PLAN

AE-113

NOTES

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1 GROUND LEVEL CEILING PLAN

1/4" = 1'-0"

IK, FW FW

NEW GWB CEILING01

EXISTING CEILING FAN/LIGHT FIXTURE TO REMAIN. TYP.02

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

FOR THIS PROJECT, TYPICAL.

2. SEE DOOR SCHEDULE FOR FURTHER DETAILS.

3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS

AND MOUNTING TYPES.

4. APPLY / INSTALL NEW FINISHES ON WALLS, DOORS, DOOR

FRAMES / TRIMS, WINDOWS, CEILINGS; SEE FINISH SCHEDULE.

5. UNLESS OTHERWISE SPECIFIED, IN WET AREAS PROVIDE 5/8"

CEMENT BACKER BOARD WHERE WALL FINISH IS TILE FROM

FLOOR TO CEILING. PROVIDE 5/8" MOISTURE RESISTANT GWB

WHERE WALL FINISH IS PAINT OR PARTIAL WALL HEIGHT TILES.

REFER TO FINISH SCHEDULE.

6. REFER TO LP-101 FOR AGGREGATE SURFACING UNDER DECKING

AND EDGING. SEQUENCE RECOMMEND AGG/EDGING TO BE

INSTALLED AFTER HELICAL PILES BUT BEFORE

FRAMING/DECKING.

7. REFER TO A-001 FOR SYMBOLS

INSTALL BOTTOM OF CHANDELIER HEIGHT AT 78" A.F.F.03

'ETR' EXISTING TO REMAIN

DS DOWNSPOUT

PATCH AND PAINT CEILING TO MATCH04

RELOCATED DIFFUSER, SEE MECHANICAL DRAWING05

NEW LIGHT OR FAN-LIGHT FIXTURE, SEE ELECTRICAL

DRAWINGS.06

TYP.

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BEDRM 2

HALLWAY

BEDRM 3

BEDRM 4

BATH

STR 3

STAIR 3

ATTIC

STR 3

STAIR 3

BEDRM 2

HALLWAY

BEDRM 3

BEDRM 4

BATH

STR 3

STAIR 3

CH = 7'-11"±

CH = 7'-11"± CH = 7'-11"±

EQ. EQ.

4'-0"

2' -8

"5'-101 4" 5'-101

4" EQ.EQ.

2'-10"

ATTIC

STR 3

STAIR 3

CH = 7'-11"±

EQ. EQ.9'-01

4" 9'-01

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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DIRECTOR'S LODGE:

SECOND & THIRD LEVEL

FLOOR & CEILING PLANS

AE-114

4 THIRD LEVEL CEILING PLAN

1/4" = 1'-0"

0 1' 2' 4' 6'

01 NEW LIGHT OR FAN-LIGHT FIXTURE, SEE ELECTRICAL

DRAWINGS.

1 SECOND LEVEL FLOOR PLAN

1/4" = 1'-0"

02 NEW PLUMBING FIXTURES: SEE PLUMBING DRAWINGS

3 THIRD LEVEL FLOOR PLAN

1/4" = 1'-0"

2 SECOND LEVEL CEILING PLAN

1/4" = 1'-0"

201A

201B 201C

202A 202B

202C

203B

203A

205A

205B

AE-115

IK, FW LCI

NOTES

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

FOR THIS PROJECT, TYPICAL.

2. SEE DOOR SCHEDULE FOR FURTHER DETAILS.

3. SEE ELECTRICAL DRAWINGS FOR LIGHT FIXTURE SPECIFICATIONS

AND MOUNTING TYPES.

4. APPLY / INSTALL NEW FINISHES ON WALLS, DOORS, DOOR

FRAMES / TRIMS, WINDOWS, CEILINGS; SEE FINISH SCHEDULE.

5. UNLESS OTHERWISE SPECIFIED, IN WET AREAS PROVIDE 5/8"

CEMENT BACKER BOARD WHERE WALL FINISH IS TILE FROM

FLOOR TO CEILING. PROVIDE 5/8" MOISTURE RESISTANT GWB

WHERE WALL FINISH IS PAINT OR PARTIAL WALL HEIGHT TILES.

REFER TO FINISH SCHEDULE.

6. REFER TO AE-805 FOR FINISH SCHEDULE, AE-900 SERIES FOR

FINISH BOARDS

E E2

REINSTALL EXISTING WALL MOUNTED DIFFUSER GRILLE. SEE

SHEET MH-114.

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

CX PARTITION TAG: SEE PARTITION TYPE SCHEDULE AE-804

TYP.

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10'-8 1/2" VIF

5' -4

" 2'-6"

2'-8" MIN.

3'-0 1/2"

A19

2'-6"

A18 A16

6' -7

" V

11'-1 3/4"

3' -0

5' -2

" V

4'-4" VIF

3' -2

" V

2'-10"

5'-2" VIF

5' -6

1'-6"A19 A1

A17 A18

A16

NORTH SOUTH SHOWER WEST ELEVATION

3'-

1'-10"

EQUAL EQUAL

3'- 0" 3'-

2'-

7' -1

1" V

3X6 TILE BASE

2' -1

2'-0"

WEST

3' -0

1'- 5"

6' -8

4'-4"

EAST

3X6 TILE BASE

2'-6"

7' -1

1" V

7' -1

1" V

7' -1

1" V

7' -1

1" V

IF 7'

-2

A16

2' -6

3' -0

3' -8

A17

2' -0

A19

A18

3' -8

EASTSOUTH 3X6 TILE BASE

2' -1

2'-6"

NORTHWEST 3X6 TILE BASE 3X6 TILE BASE

8' -0

" V

8' -0

" V

8' -0

" V

8' -0

" V

7' -0

"A16

3' -0

A18

3' -6

3' -8

2' -0

A19

3X6 TILE BASE

8' -0

" V

2'-2"

2' -3

-3

1' -3

-3

3/4" WOOD SHELF, PAINTED

P-4, PROVIDE BLOCKING, TYP.

STEEL ANGLE, 14" LENGTH,

PAINTED P-4

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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DIRECTOR'S LODGE:

ENLARGED INTERIOR

PLANS AND ELEVATIONS

AE-115

0 1' 2' 4' 8'

4 BATHROOM 204 ENLARGED PLAN

1/2" = 1'-0"

1 BATHROOM 108 ENLARGED PLAN

1/2" = 1'-0"

NEW TOILET: FLOOR-MOUNTED, SEE PLUMBING DOCUMENTS.

NEW SINK: SEE PLUMBING DOCUMENTS.

NEW SHOWER HEAD: SEE PLUMBING DOCUMENTS.

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

AX RESTROOM ACCESSORY TAG: SEE RESTROOM ACCESSORY

SCHEDULE AE-805

AE-115W

AREA OPEN TO

STAIR 2 BELOW

GOING TO

BASEMENT

2 BATHROOM 108 ELEVATIONS

1/2" = 1'-0"

EXISTING STAINED GLASS

WINDOW. PAINT EXISTING TRIMS,

TYP.

NEW BATH TUB: SEE PLUMBING DOCUMENTS.

02 NEW 36" WOOD VENEER WALL MOUNTED ADA VANITY, 3CM

CERAMIC TOP WITH INTEGRATED SINK AND 8" WIDESPREAD

FAUCET HOLES BY FAIRMOUNT DESIGNS. COLOR: POLAR

WHITE. PROVIDE BLOCKING AS REQUIRED.05

3 BATHROOM 204 ELEVATIONS

1/2" = 1'-0"

CERAMIC WALL TILES

07 42" GRAB BAR

08 24" GRAB BAR

AE-115 E

IK, FW FW

09 18" GRAB BAR

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

FOR THIS PROJECT, TYPICAL.

2. ALL TILE SHALL HAVE BULLLNOSE AT OPEN EDGES. SUBMIT

SAMPLES AND PRODUCT DATA FOR APPROVAL.

3. SEE AE-903 AND AE-805 FOR FINISHES / EQUIPMENT SCHEDULES

AND SPECIFICATIONS.

4. PROVIDE BLOCKING FOR ALL CABINETS AND WALL MOUNTED

ACCESSORIES.

5. REFER TO AE-805 FOR FINISH SCHEDULE, AE-900 SERIES FOR

FINISH BOARDS

10 RADIATOR AND RADIATOR COVER, MATCH EXISTING

SECOND FLOOR BATHROOM (ROOM 204) RADIATOR COVER

11 1/2" FRAMELESS TEMPERED GLASS SHOWER WALL AND

DOOR. VERIFY DIMENSIONS IN FIELD. SUBMIT SHOP

DRAWINGS FOR APPROVAL.

12 MEDICINE CABINET WITH MIRROR, 30" W X 36" H, SEE

EQUIPMENT SCHEDULE

13 ADA SHOWER

14 PROVIDE 4 WHITE WOOD SHELVES IN LINEN CLOSET, SEE

5/AE-115

15 PREP AND PAINT EXISTING RADIATOR AND COVER, REINSTALL

16 COAT HOOK

17 AT NEW DOOR, MATCH EXISTING DOOR TRIMS

NOTES

18 SLOPE SHOWER FLOOR TOWARD DRAIN

W 11

19 VANITY LED, SEE ELECTRICAL DRAWINGS

20 24" TOWEL BAR

21 EXISTING RETURN AIR DIFFUSER GRILLE, SEE MH-114

22 NEW OUTLET, SEE ELECTRICAL DRAWINGS

NOTE: NOT ALL ACCESSORIES ARE TAGGED

ON PLAN. REFER ALSO TO ELEVATIONS.

NOTE: NOT ALL ACCESSORIES ARE TAGGED

ON PLAN. REFER ALSO TO ELEVATIONS.

5 1F BATHROOM CLOSET ELEVATION

1/2" = 1'-0"

23 1/2" WHITE SOLID SURFACE BACKSPLASH, 4" HIGH

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SUNROOM

'-6

15'-9" 1'-9" 5'-4" 1'-9" 5'-4"

10'-8" 3'-6"

'-0

" R

P 5'

-4

'-0

" R

4' -9

5' -2

-2

5' -2

-5

1' -0

EQ EQ EQ

5' -1

-6

3 1/2"

2" 5'

-4

4' -1

2" 4'

-1

1/ 2"

4' -1

2" 3"

4' -5

EQ/2 EQ/2

1' -0

3' -5

91.25'

92.92'

93.75'

1' -0

4' -6

1' -0

1' -2

1' -0

2' -6

-6

EQ EQ EQ

93.75'

91.25'

3' -6

91.25'

92.92'

1'-0" 1'-0"

3' -0

7' -7

-5

4' -1

9'-5"

7'-8 1/2" 7'-3" 7'-3" 5'-4"

4'-1"

7 1/2" 4 1/2"

4'-9"

4 1/2"

ALIGN ALIGN

2" 2'

-0

4' -3

A B C

4 1/2" 4 1/2"

4' -0

'-4

4'-10"

(2) 2X8 (2) 2X8

(2 ) 2

(2) 2X8

(2 ) 2

X8 (2

) 2 X8

(2 ) 2

(2) 2X8

8' -1

(2 ) 2

(1) 2X8 (1) 2X8

(1) 2X8

8' -0

5' -0

-2

2' -6

93.75'

91.25'

3' -6

3' -0

3' -6

3' -0

1'-0"

3' -6

91.25'

92.92'

12'-0" 4'-0"

1 1/2"

MIN.

GUARDRAIL

POST

METAL

BRACKET

SUPPORT3'

-0 " T

O G

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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DSSE 3E

1 ENLARGED DECK PLAN

3/8" = 1'-0"

DIRECTOR'S LODGE:

ENLARGED RAMP DECK

PLANS AND DETAILS

AE-116

NEW DECK, SUPPORTED BY WOOD STRUCTURAL BEAMS

AND HELICAL PILES. BEAMS AND POST FOUNDATIONS

SHALL MEET REQUIREMENTS OF 2020 RESIDENTIAL CODE

OF THE STATE OF NEW YORK, SECTION R507.3 - FOOTINGS.

REFER TO: 1/AE-116 - ENLARGED DECK RAMP PLAN &

DETAILS.

42" MIN. HIGH GUARDRAIL WITH DRINK RAIL ADAPTOR

AND CONTINUOUS 1 x 6 TOP COMPOSITE WOOD TRIM

BOARD.

RAMP, MAX. SLOPE 1" RISE / 12" RUN. INCLUDES 36" HIGH

ALUMINUM HANDRAIL AND 42" HIGH ALUMINUM

GUARDRAIL.

NEW STAIR OR RAMP DECK WITH 36" HIGH 1 3/8"

HANDRAIL AND 42" MIN. HIGH GUARDRAIL.

NOTES

5 FRAMING PLAN

3/8" = 1'-0"

GUARDRAIL POST, TYP. PROVIDE SOLID WOOD BLOCKING06

AE-116

3 RAMP ELEVATION - ADA HANDRAIL

3/8" = 1'-0"

4 DECK ELEVATION

3/8" = 1'-0"

IK, FW FW

AE-116

6 STAIR ELEVATION - HANDRAIL

1/2" = 1'-0"

TYP.

1/2" X 11 3/4" COMPOSITE WOOD FASCIA BOARDS AT ALL

EXPOSED RAMP, STAIR AND DECK VERTICAL SURFACES, TYP.

PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS

AE-117

TWO 2X8 BEAM08

GUARDRAIL POST, TYP.09

2 RAMP ELEVATION

3/8" = 1'-0"

AE-116

TYP.

10 MOUNT HANDRAIL ON POST.

7 HANDRAIL DETAIL

3" = 1'-0"

11 PROVIDE 3 PRESSURE TREATED 2X12 STRINGERS AT STAIR.

REFER TO 1/AE-116 FOR STAIR DIMENSIONS. PROVIDE SHOP

DRAWINGS FOR REVIEW AND APPROVAL.

HELICAL PILE FOUNDATION, TYPICAL. ALL LAYOUT

DIMENSIONS AND DEPTH SHALL BE COORDINATED TO

MANUFACTURER'S FINAL APPROVED SHOP DRAWINGS. SEE

DETAILS 10 & 12 ON SHEET AE-233.

05 05 05

12 2X8 WOOD JOISTS AT 16" O.C.

AE-117

13 CONCRETE SLAB / RAMP

DN DN

14 HIGH POINT AT CONCRETE SLAB. REFER TO CIVIL DRAWINGS

FOR DETAILS.

15 +/- 1" GAP BETWEEN GRADE AND COMPOSITE FASCIA

BOARDS, TYP.

16 CONCRETE RAMP COMPOSITE FASCIA COVER.

AE-117

AE-116

17 1 3/8" DIA. ALUMINUM HANDRAIL POWDER COATED TO

MATCH RAILING SYSTEM COLOR, 3'-0" A.F.F.

AE-117

1. SEE GENERAL AND HAZMAT NOTES ON SHEET A-001.

2. FOR DECK, RAMP, STAIR BOARDS, ALUMINUM POSTS,

RAILINGS AND ADA HANDRAIL, SEE PRODUCT SCHEDULE ON

SHEET AE-232.

3. ALL DECK AND RAMP WOOD FRAMING MEMBERS AND

BLOCKING SHALL BE PRESSURE TREATED #1 HEM FIR.

4. REFER TO DRAWING S-203 FOR DECK JOIST BUTT

CONNECTIONS TO BEAMS, BEAM CONNECTIONS TO OTHER

BEAMS, AND LEDGER CONNECTION DETAILS.

AE-117

05 05

AE-117

2X FRAMING FOR RAMP COMPOSITE WOOD FASCIA BOARDS,

16" O.C. TYP.

AE-116

SIM.

AE-116

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PRIME CONSULTANT

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2'-0"

3 1/2"

- 1

3 1/2"

7 1/2"

3" 3"

93.75'

91.25'

2' -6

3 1/2"

7 1/2"

3 1/2"

- 1

1 1/2"

1/ 2"

3/8"

3 1/2"

- 1

12'-0"

4'-0" 8'-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

DIRECTOR'S LODGE:

DECK AND RAMP DETAILS

AE-117

1 RAMP / DECK EDGE DETAIL

1 1/2" = 1'-0"

IK, FW FW

8 DECK STAIR DETAIL

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

2 DECK CONNECTION DETAIL

1 1/2" = 1'-0"

3 DOOR THRESHOLD

1 1/2" = 1'-0"6 RAMP DETAIL

1 1/2" = 1'-0"

1X6 COMPOSITE WOOD DECK - TIMBERTECH BY AZEK, WITH

CORTEX FASTENMASTER FASTENERS W/ PLUGS OR EQUAL.

INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.

1X COMPOSITE STARTER DECK BOARD AT ALL EDGES, TYP.

HELICAL PILE FOUNDATION WITH WOOD CONNECTOR CAPS.

04 (2) 2X8 WOOD BEAM, REFER TO PLANS FOR MEMBER SIZES.

42" ALUMINUM RAILING POST, PROVIDE SOLID WOOD

BLOCKING

06 1/2"X 11 3/4" COMPOSITE WOOD FASCIA BOARDS AT ALL

EXPOSED RAMP, STAIR AND DECK VERTICAL SURFACES, TYP.

PROVIDE PRESSURE TREATED WOOD BLOCKING AS REQUIRED

PER MANUFACTURER SPECIFICATIONS FOR DECK AND RAMP

SKIRT.

07 AGGREGATE COVER AT FINISHED GRADE. SEE LP-101.

03 07

08 EXISTING HOUSE BRICK MASONRY WALL, VIF

09 CONTINUOUS ALUMINUM FLASHING WITH DRIP EDGE

10 JOIST HANGER, SEE STRUCTURAL DRAWINGS

11 2X LEDGER BOARD

12 LEDGER, REFER TO S-203 FOR DETAILS

13 2X SLEEPERS BELOW COMPOSITE DECK BOARDS, TYP.

14 2X8 JOIST, SEE PLANS FOR MEMBER SIZES

15 1/2" THICK COMPOSITE FASCIA BOARD AT STAIR RISERS, TYP.

16 EXISTING HOUSE WOOD FRAMED WALL CONSTRUCTION

7 RAMP DETAILS

1 1/2" = 1'-0" 4 RAMP / DECK EDGE DETAIL

1 1/2" = 1'-0"

5 RAMP / DECK EDGE DETAIL

1 1/2" = 1'-0"

KEYNOTES

NOTES

1. AT DECK AND RAMP, PROVIDE ALL STAINLESS STEEL

ANCHORS, FASTENERS AND HARDWARE.

17 ADA COMPLIANT POWDER COATED WHITE ALUMINUM

SADDLE THRESHOLD

18 STAINLESS STEEL ANCHOR, SEE DETAIL 15/S-203

19 PRESSURE TREATED KICKER BOARD BASE PLATE

20 COMPOSITE WOOD STAIR TREADS AT STAIR, TYP.

21 PRESSURE TREATED 2X12 STRINGER, MAX. 3'-0" O.C.

HELICAL PILE WOOD CONNECTOR, TYP., SEE 10/AE-233 FOR

DETAILS

9 RAMP DETAIL

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

23 PRESSURE TREATED WOOD BLOCKING AND SHIMS FOR FASCIA

BOARDS PER MANUFACTURER SPECIFICATIONS.

2. PROVIDE ALL PRESSURE TREATED FRAMING MEMBERS AND

BLOCKING.

3. REFER TO DRAWING S-203 FOR DECK JOIST BUTT

CONNECTIONS TO BEAMS, BEAM CONNECTIONS TO OTHER

BEAMS, AND LEDGER CONNECTION DETAILS.

24 CONCRETE RAMP, REFER TO CP-302 FOR DETAILS.

01 05

10 CONCRETE RAMP SECTION

1/2" = 1'-0"

AE-117

A B

AE-117

25 RAMP SKIRT FASCIA AND BLOCKING FOLLOWS RAMP SLOPE.

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3'-0"

NEW SIDEWALK AT GRADE

NEW CONCRETE STAIRS

EXISTING EXTERIOR WALL

CONCRETE FOUNDATION HAUNCH

WALL; FIELD VERIFY;

SEE DETAIL 3/S-202.

EXCAVATE HAUNCH WALL TO 6 INCHES

BELOW GRADE AND INSTALL DOWELS

PER STRUCTURAL DRAWINGS

1' -7

1 4"

+/- 3'-0", MATCH EXIST

CUT-OFF ALL EXISTING POST, WELD

ON NEW END, GRIND SMOOTH AND

RE-SET INTO GROUTED SLEEVE IN

NEW STAIR. REFER TO STRUCTURAL

DETAILS FOR REINFORCEMENT

RESTORED METAL HANDRAIL

REINSTALLED. REFER TO

SPECIFICATION SECTION 05 03 72 AND

LEAD PAINT ABATEMENT

REQUIREMENTS, TYP.

4'-4"

PLAN VIEW

6' -3

3' -1

EXISTING WALL CONSTRUCTION TO

REMAIN

EXISTING EXTERIOR BRICK WALL

BEYOND

FOUNDATION PLATES FOR NEW HATCH

DOOR, SECURE WITH MASONRY

ANCHORS. USE ALL STAINLESS STEEL

HARDWARE; SIZE TO BE FIELD AND

SHOP DRAWING VERIFIED

SIDEWALK OR GRADE

EXCAVATE EXISTING FOUNDATION

WALL TO 6 INCHES BELOW GRADE AND

INSTALL #5 DOWELS @ 12" O.C.

AROUND ENTIRE PERIMETER, 3" MIN.

EMBEDMENT

LIQUID-APPLIED

WATERPROOFING

MEMBRANE

SLIDE BOLT LOCK

SILL PLATE, APPLY SILICONE

CAULK UNDER FRAME

EXISTING CONCRETE

FOUNDATION PLATES FOR NEW HATCH

DOOR, SECURE WITH MASONRY

ANCHORS. USE ALL STAINLESS STEEL

HARDWARE; SIZE TO BE FIELD AND

SHOP DRAWING VERIFIED

4" 4"

APPLY SILICONE CAULK UNDER FRAME

SIDEWALK

EXISTING EXTERIOR WALL

SALVAGE IRON RAILING AND

REINSTALL. STRIP AND REFINISH PER

SPECIFICATION 02 83 33.13-LEAD

BASED PAINT REMOVAL

G, V

REPLACE LOUVER ON BOTH SIDES OF STAIR

+/- 10'-2" VIF

SIDEWALK

EXISTING EXTERIOR WALL

SALVAGE IRON RAILING AND REINSTALL. STRIP AND REFINISH

PER SPECIFICATION 02 83 33.13-LEAD BASED PAINT REMOVAL

G, V

REPLACE LOUVER ON BOTH

SIDES OF STAIR

+/- 6'-6" VIF

SIDEWALK

EXISTING EXTERIOR WALL

SALVAGE IRON RAILING AND REINSTALL. STRIP AND REFINISH

PER SPECIFICATION 02 83 33.13-LEAD BASED PAINT REMOVAL

G, V

REPLACE LOUVER ON BOTH

SIDES OF STAIR

+/- 7'-0 1/2" VIF

SEE PLAN AE-112

CUT-OFF ALL EXISTING POSTS,

WELD ON NEW ENDS, GRIND

SMOOTH, FINISH AND RE-SET

INTO GROUTED SLEEVES IN

NEW STAIRS AND LANDINGS

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

DIRECTOR'S LODGE:

STAIR DETAILS

AE-118

IK, FW FW, MS

4 LODGE STAIR 'D' DETAIL

1" = 1'-0"

1 BASEMENT HATCH PLAN DETAIL

1/2" = 1'-0"

3 CROSS SECTION DETAIL

1" = 1'-0"

2 BASEMENT HATCH SECTION DETAIL

1" = 1'-0"

7 LODGE STAIR 'A' SECTION

1/2" = 1'-0"

5 LODGE STAIR 'B' SECTION

1/2" = 1'-0"8 LODGE STAIR 'C' SECTION

1/2" = 1'-0"

6 LODGE STAIR TYP. LATERAL SECTION

1/2" = 1'-0"

NOTES:

1. SAND FINISH ON EXPOSED CONCRETE SURFACES

2. PROVIDE 1/2" RADIUS STAIR NOSING ON ALL CONCRETE STEPS, TYP.

3. REFER TO 3/S-202 FOR STEEL REINFORCEMENT.

NOTES:

1. SAND FINISH ON EXPOSED CONCRETE SURFACES

2. PROVIDE 1/2" RADIUS STAIR NOSING ON ALL CONCRETE STEPS, TYP.

3. REFER TO STRUCTURAL DETAIL 4/S-202 FOR STEEL REINFORCEMENT.

NOTES:

1. HATCH DOOR BASIS OF DESIGN SHALL BE 'BILCO' SLOPED WALL

BASEMENT DOOR OR APPROVED EQUAL. COLOR: BRICK

2. SAND FINISH ON EXPOSED CONCRETE SURFACES

3. PROVIDE HALF INCH CHAMFER AT ALL EDGES

AE-118 4

AE-118

EXISTING CONCRETE STEPS AND TOP OF

CONCRETE EGRESS HATCH WALLS TO BE

DEMOLISHED AND RE-BUILT; REPAIR AS

SHOWN IN DETAILS

REMOVE EXISTING HATCH DOOR AND

REPLACE WITH NEW AFTER REPAIRS

ARE MADE, FIELD VERIFY DIMENSIONS

NOTES:

1. SAND FINISH ON EXPOSED CONCRETE SURFACES

2. PROVIDE 1/2" RADIUS STAIR NOSING ON ALL CONCRETE STEPS, TYP.

3. REFER TO STRUCTURAL DETAIL 6/S-202 FOR STEEL REINFORCEMENT.

NOTES:

1. SAND FINISH ON EXPOSED CONCRETE SURFACES

2. PROVIDE 1/2" RADIUS STAIR NOSING ON ALL CONCRETE STEPS, TYP.

3. REFER TO STRUCTURAL DETAIL 5/S-202 FOR STEEL REINFORCEMENT.

9 TYPICAL RAIL POST DETAIL

1" = 1'-0"

AE-118

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U P

BSMT

EQ. EQ.13'-93

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

PUBLIC INFORMATION CENTER:

BASEMENT AND ROOF PLANS

AE-211

1 FLOOR PLAN

1/4" = 1'-0"

0 1' 2' 4' 6'

1. SEE SHEET A-001 FOR ALL GENERAL NOTES FOR THIS PROJECT,

TYPICAL.

2. APPLY / INSTALL NEW FINISHES ON WALLS, DOORS, DOOR

FRAMES / TRIM, WINDOWS; SEE FINISH SCHEDULE AE-805

3. UNLESS OTHERWISE NOTED, PAINT ALL EXTERIOR DOORS,

DOOR / WINDOW FRAMES AND WOOD TRIMS. COLOR: P-11,

SEE FINISH SCHEDULE AE-805.

04 NEW LIGHT FIXTURES, SEE ELECTRICAL DRAWINGS FOR

SPECIFICATIONS.

WINDOW TAG: SEE WINDOW SCHEDULE AE-804

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

TYPICAL CONSTRUCTION NOTES

3 ROOF PLAN

1/4" = 1'-0"

NOT TO SCALE

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KEY

EXISTING CRAWL SPACE

2 PARTIAL CEILING PLAN

1/4" = 1'-0"

AE-231

EXISTING CRAWL SPACE

NEW DOOR AND FRAME. PAINT EXISTING STEEL LINTEL. SEE

FINISH SCHEDULE FOR STEEL LINTEL PAINT COLOR.

02 NEW WINDOW AND NEW STEEL LINTEL. SEE FINISH

SCHEDULE FOR STEEL LINTEL PAINT COLOR.

01 02

03 EXISTING AREAWAY DRAIN, CLEAN AND FLUSH, SNAKE

CLEAR.

SEE AD-231 FOR CHIMNEY WORK.

SEE AD-231 FOR ROOF WORK.

EXISTING LIGHTNING PROTECTION TO REMAIN.

IK, FW FW

DS DOWNSPOUT

08 NEW ROOF MOUNTED EXHAUST FAN ON CURB. SEE

MECHANICAL DRAWINGS AND SHEET AE-800 FOR DETAILS.

INFILL VENT OPENING WITH MATCHING MASONRY BLOCK.

NEW FOUNDATION AND FOOTING FOR CONCRETE LANDING

AND STEPS ABOVE. SEE STRUCTURAL DRAWINGS

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PRIME CONSULTANT

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DNDN

IT CLOSET

JANITOR

LOBBY

FAMILY RM

REST RM 1

CORRIDOR

REST RM 2

STAIR A

STAIR BSTAIR C

STAIR D

DN DN

25'-6"

7' -5

-3

+/- 6'-10 1/2" VIF

'-5

2' -6

3'-7"

2' -6

3'-7"

3'-6"

3'-1"4'-1"

8' -1

7'-4"

1'-0"1'-0"

12'-1 1/2"1'-0"

11'-4 1/2"

3' -1

IT CLOSET

JANITOR

LOBBY

FAMILY RM

REST RM 1

CORRIDOR

REST RM 2

CH=8'-0"

4'-0"

1' -3

WOOD JOIST

CEILING HATCH

DOOR WITH

INSULATION

1/2" GWB CEILING

PIANO HINGE

1/2" GWB FINISH CEILING

ACOUSTICAL CEILING

TILES SECURED TO

STRUCTURE

UNDERSIDE OF STRUCTURE

8'-0" AFF

INSTALL 2X BLOCKING BETWEEN

JOISTS & SUPPORT KICKERS

AT ± 12" O.C.

7'-6" AFF

AE-232

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

PUBLIC INFORMATION CENTER:

GROUND LEVEL FLOOR AND

CEILING PLANS

AE-212

1 FLOOR PLAN

1/4" = 1'-0"

0 1' 2' 4' 6'

WINDOW TAG: SEE WINDOW SCHEDULE AE-804

XXX DOOR TAG: SEE DOOR SCHEDULE AE-802

CX PARTITION TAG: SEE PARTITION TYPE SCHEDULE AE-804

TYPICAL CONSTRUCTION NOTES

2 REFLECTED CEILING PLAN

1/4" = 1'-0"

INSTALL NEW 1/2" DRYWALL CEILING ABOVE 2X2

ACOUSTICAL CEILING TILES THROUGHOUT,…

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File details come from the government source that posted it. Updated Dec 19, 2023.