S02 08 from 833CM3030_CNNC FCA Corrections_CONS_BD DRAWINGS_VOL 1_05212026 1.pdf

ELECTRICAL GROUNDING AND LIGHTNING PROTECTION PLAN1 SCALE : 1/2" = 1'-0"

G

G

G

TW

GROUNDING

TEST WELL

RUN DOWN CONDUCTOR DOWN AND

BOND TO BUILDING GROUND ROD. (TYP.)

RUN DOWN CONDUCTOR IN RIGID

CONDUIT 8' FROM GROUND UP AND

EXPOSED, MOUNTED ON WALL.

B

E-003 GROUNDING GRID

CONDUCTOR (TYP.)

LIGHTNING

CONDUCTOR

TW

"T" JOINT

CONNECTION (TYP.)

AIR TERMINAL (TYP.)E

E-003

A

LIGHTNING CONDUCTOR

RUN ALONG ROOF,

FASTENED EVERY

3 FEET MAX.

D E-003

GROUND ROD

(TYP.)

G

A E-003

AA

PANEL C

(LOCATED INSIDE

THE BUILDING)

SITE PLANS HISTORIC BRICK STABLE BLDG

ELECTRICAL GROUNDING AND

LIGHTNING PROTECTION PLAN

EN-204

NOT TO SCALE

KEY PLAN

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

UB,HU SV

JANUARY 7, 2026

Bid Set

ASTUTE ENGINEERING, PLLC.

1945 OLD GALLOWS ROAD, STE 201, VIENNA, VA 22182

PH: (202) 400-2004 I WWW.ASTUTENG.COM

STUTE

ENGINEERING

Creative Designs | Intelligent Solutions

A

0 1' 2' 4' 6'

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

HA2

GENERAL NOTES

LEGENDS

1. FOR LIGHTNING PROTECTION GENERAL NOTES, SEE DRAWING

E-003.

GROUNDING CONDUCTOR

LIGHTNING CONDUCTOR

GROUND ROD

GROUNDING TEST WELL

AIR TERMINAL

G

TW

A

AREA OF WORK

30'-0"

EXTERIOR WALL BELOW

PREFINISHED STANDING SEAM METAL

ROOF (DARK BRONZE) TO MATCH

EXISTING REST & WASH HOUSE ROOF.

TYPICAL.

EXISTING

SLOPE

DOWN

EXISTING

SLOPE

DOWN

CONTINUOUS RIDGE VENT

±2'-0"

±1 '-6

SLOPE

DOWN

2'-0" 10'-4"

NEW INSULATED GARAGE DOOR

1'-4" 2'-0"

26'-0"

10'-4"

NEW INSULATED GARAGE DOOR

14'-4"

NEW SPOILS SHED

'-0

N

EW

S

PO

IL

S

SH

ED

SE

E

D R

AW

IN

G A

E-

AN

D

F

O R

D

ET

AI

LS

2' -3

2'

-9

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. 83 of 166

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

EQUIPMENT STORAGE GARAGE

FLOOR AND ROOF PLANS

AE-140

1/4" = 1'-0"1 FLOOR PLAN

1/4" = 1'-0"2 ROOF PLAN

1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001

THROUGH A-003.

3. FOR ROOF DETAILS, SEE SHEET AE-501.

4. COORDINATE EXISTING ROOF PENETRATIONS WITH MEP DRAWINGS. ALL

ABANDONED LINES ARE TO BE REMOVED IN THEIR ENTIRETY, SUBSTRATE

TO BE PATCHED WITH LIKE MATERIALS AT SIMILAR THICKNESS AS

ADJACENT.

5. CONTRACTOR SHALL UTILIZE ALL ROOFING MANUFACTURER

RECOMMENDED ACCESSORIES TO PROVIDE ADEQUATE ROOF

PENETRATION WATERPROOFING. SEE ROOF DETAILS FOR MORE

INFORMATION.

6. ALL CONDUIT TO BE REPLACED WITH NEW. PAINT ALL EXPOSED EXTERIOR

CONDUIT SHERWIN WILLIAMS "CLASSICAL WHITE".

7. PAINT DOOR AND FRAME #18 SHERWIN WILLIAMS "CLASSICAL WHITE".

8. GARAGE DOORS TO BE FACTORY FINISHED TO MATCH SHERWIN WILLIAMS

"CLASSICAL WHITE". PAINT FRAME SHERWIN WILLIAMS "CLASSICAL

WHITE".

CNNew1

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

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CONSULTANTS

±14'-4"

NEW SPOILS SHED

PROVIDE AND INSTALL GREEN TRANSLUCENT

POLYCARBONATE CORRUGATED PANELS.

USE WOOD SCREWS WITH NEOPRENE OR EPDM

WASHERS, 1 - 1 12 ", AVOID PLACING SCREWS

WITHIN 12" OF THE EDGE OF THE PANELS. INSTALL

SCREWS AT THE PEAK OF EVERY CORRUGATION.

TYP. BOTH SIDES OF SHED

3' -0

H

O R

IZ

O

N

TA

L

BR

AC

IN

G

TY

P.

±24'-10"

NEW SPOILS SHED, SEE AE-141 FOR MORE INFORMATION

±14'-4"

NEW SPOILS SHED

PREFINISHED STANDING SEAM METAL

ROOF (DARK BRONZE) TO MATCH EXISTING

REST & WASH HOUSE ROOF. TYPICAL.

PREFINISHED COPPER-COLOR 6" HALF-ROUND

METAL CONTINUOUS GUTTER. SLOPE

DOWNWARDS TOWARDS THE EAST. PROVIDE

MATCHING SUPPORT BRACKETS EVERY 18".

TYPICAL.

CONTINUOUS RIDGE VENT

SCRAPE, SAND, PATCH, PRIME, AND

PAINT EXISTING WOOD TRIM SHERWIN

WILLIAMS CLASSIC WHITE EGGSHELL

FINISH, (3) THREE COATS MINIMUM.

PROVIDE NEW 26 GA. STEEL SECTIONAL DOOR,

INSULATED. TYPICAL.

AE-501

1 SIMILAR

PT 4x6 POSTS ON 12"Ø SONOTUBE.

TOP OF CONCRETE TO BE 4"

MINIMUM ABOVE GRADE. PAINT

WOOD SHERWIN WILLIAMS

"CLASSICAL WHITE".

PT 2x6

2x10 ROOF STRUCTURE, JOISTS AT 16" O.C.

STANDING SEAM FINISH. PAINT SHERWIN

WILLIAMS "CLASSICAL WHITE".

PT 4x4 POSTS BOLTED TO WALL

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. 84 of 166

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

NWG

EQUIPMENT STORAGE GARAGE

ELEVATIONS

AE-141

1/4" = 1'-0"1

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

WEST ELEVATION

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

CNNew1

1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001

THROUGH A-003.

3. FOR ROOF DETAILS, SEE SHEET AE-501.

4. COORDINATE EXISTING ROOF PENETRATIONS WITH MEP DRAWINGS. ALL

ABANDONED LINES ARE TO BE REMOVED IN THEIR ENTIRETY, SUBSTRATE

TO BE PATCHED WITH LIKE MATERIALS AT SIMILAR THICKNESS AS

ADJACENT.

5. CONTRACTOR SHALL UTILIZE ALL ROOFING MANUFACTURER

RECOMMENDED ACCESSORIES TO PROVIDE ADEQUATE ROOF

PENETRATION WATERPROOFING. SEE ROOF DETAILS FOR MORE

INFORMATION.

6. ALL CONDUIT TO BE REPLACED WITH NEW. PAINT EXPOSED EXTERIOR

CONDUIT SHERWIN WILLIAMS "CLASSICAL WHITE".

7. ALL EXPOSED EXTERIOR WOOD TO BE PAINTED SHERWIN WILLIAMS

"CLASSICAL WHITE".

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

PROVIDE AND INSTALL HIT-RE 500 V3

EPOXY ANCHOR OR APPROVED EQUAL.

EMBED STAINLESS STEEL 12" Ø ANCHOR

BOLT 3 12" MINIMUM.

PROVIDE AND INSTALL PT 2x10 LEDGER

PROVIDE AND INSTALL SIMPSON STRONG-TIE

LRUZ FACE-MOUNT RAFTER HANGER OR

APPROVED EQUAL.

PROVIDE AND INSTALL SIMPSON STRONG

TIE H1A RAFTER CONNECTOR OR

APPROVED EQUAL.

PROVIDE AND INSTALL FLASHING

OVER PT 1x FASCIA BOARD

PROVIDE AND INSTALL PREFINISHED

COPPER-COLOR 6" HALF-ROUND METAL

CONTINUOUS GUTTER. TYPICAL.

PROVIDE AND INSTALL PREFINISHED

STANDING SEAM METAL ROOF (DARK

BRONZE) TO MATCH EXISTING REST

& WASH HOUSE ROOF. TYPICAL.

PT 2x4 PURLIN AT 24" O.C.

TYPICAL.

PAINT ALL EXPOSED WOOD SHERWIN

WILLIAMS CLASSIC WHITE EGGSHELL

FINISH, (3) THREE COATS MINIMUM

CONCRETE POST PEDESTAL,

SEE CIVIL DRAWINGS

PROVIDE AND INSTALL SIMPSON

STRONG TIE POST BASE OR

APPROVED EQUAL.

14'-1 1/2"

'-0

EXPANSION JOINT

NEW CONCRETE,

SEE CIVIL DRAWINGS

PT 2x8 RAFTER AT 24" O.C.

PT 2x12 BUILT-UP BEAM

WITH 1/2" PT PLYWOOD

PROVIDE AND INSTALL SIMPSON STRONG TIE

AC ADJUSTABLE POST CAP OR APPROVED

EQUAL. (2) REQ'D FOR EACH POST

PT 4x6 POST

RAFTER

BEAMPOST

SIMPSON AC

POST TO BEAM

SIMPSON H1A

RAFTER TO BEAM

SIMPSON H1A

RAFTER TO BEAM

CONCRETE APRON

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

1/2" = 1'-0"1 SECTION THROUGH SPOILS SHED

EQUIPMENT STORAGE GARAGE

SECTION AND DETAILS

AE-142

CNNew1

1. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

2. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001

THROUGH A-003.

3. FOR ROOF DETAILS, SEE SHEET AE-501.

4. COORDINATE EXISTING ROOF PENETRATIONS WITH MEP DRAWINGS. ALL

ABANDONED LINES ARE TO BE REMOVED IN THEIR ENTIRETY, SUBSTRATE

TO BE PATCHED WITH LIKE MATERIALS AT SIMILAR THICKNESS AS

ADJACENT.

5. CONTRACTOR SHALL UTILIZE ALL ROOFING MANUFACTURER

RECOMMENDED ACCESSORIES TO PROVIDE ADEQUATE ROOF

PENETRATION WATERPROOFING. SEE ROOF DETAILS FOR MORE

INFORMATION.

6. ALL CONDUIT TO BE REPLACED WITH NEW. PAINT ALL EXPOSED EXTERIOR

CONDUIT SHERWIN WILLIAMS "CLASSICAL WHITE".

7. PAINT ALL EXPOSED EXTERIOR WOOD SHERWIN WILLIAMS "CLASSICAL

WHITE".

NOT TO SCALE2 CONNECTOR DETAIL

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

13'-41 2"

32'-8" 13'-4" 8'-0"

'-3

7'-6"2'-6" 3'-4"

NEW M.O.

16'-10" 3'-4"

NEW M.O.

8'- 3"

5"

'-0

5'-

8"

3'- 0"

2'- 6"

2" 3'-

0" 7'-

8"

A-501

Sim

REMOVE, REHABILITATE AND REINSTALL

CHIMNEY CROWN

22'-11"

1969 ADDITION (NOT HISTORIC)

22'-11"

1969 ADDITION (NOT HISTORIC)

22'-11"

1969 ADDITION (NOT HISTORIC)

18'-7"

1969 ADDITION (NOT HISTORIC)

1. REFER TO MECH. AND ELEC. DRAWINGS FOR ADDITIONAL REQUIREMENTS.

2. PROVIDE HONEYWELL MODEL 32-0001000-0000 EYEWASH STATION, 6 GAL

TANK, BRADLEY MODEL S19-921 EYEWASH STATION, 7 GAL TANK, OR

APPROVED EQUAL.

3. CONSTRUCTION COVERS WORK SHOWN ON THIS DRAWING AND INCLUDES

WORK SHOWN ON OTHER DRAWINGS.

4. LIMIT WORK TO AREAS DESIGNATED BY ROOM NAMES AND NUMBERS.

5. CLEAN CONSTRUCTION AREAS EVERY DAY.

6. PROVIDE NEW LOW PROFILE STORM WINDOWS WITH SCREENS. MINIMIZE

ANY VISUAL OR PHYSICAL OBSTRUCTION OF THE EXISTING WINDOW

GLAZING APERTURE. PRESERVE AS MUCH OF THE DAYLIGHT OPENING AND

SIGHTLINE AS POSSIBLE, CONSISTENT WITH A SECURE AND WEATHERTIGHT

INSTALLATION.

BASIS OF DESIGN:

CASCO INDUSTRIES

TWO-TRACK DOUBLE HUNG

BETTERVUE INSECT SCREEN

STIPOLITE OBSCURE GLASS IN RESTROOMS AND

LOCKER ROOMS

DIE CAST METAL HARDWARE

SASH TO ALIGN WITH EXISTING WINDOWS

FACTORY FINISH TO MATCH SHERWIN WILLIAMS "CLASSICAL WHITE".

7. STORM WINDOWS IN RESTROOMS AND LOCKER ROOMS TO HAVE PRIVACY

GLASS.

8. SEE WINDOW AND DOOR SCHEDULES FOR INFORMATION AND DETAILS.

9. DOORS 31 AND 32 ARE TO TO BE FULLY RESTORED, THEN FIXED IN PLACE

AND WEATHER-SEALED.

10. PAINT ALL WALLS AND CEILINGS SHERWIN-WILLIAMS CLASSICAL WHITE IN

EGGSHELL FINISH MINIMUM (3) THREE COATS. SEE FINISH SCHEDULE

AE-601 FOR MORE DETAILS.

11. ALL EXPOSED WOOD TRIM, FASCIAS, SOFFITS, FRAMES, CONDUIT,

WINDOWS, AND DOORS TO BE PAINTED SHERWIN WILLIAMS "CLASSICAL

WHITE" UNLESS NOTED OTHERWISE.

12. PROVIDE BLACK VINYL BASE MOLDING ON ALL INTERIOR SPACES UNLESS

OTHERWISE NOTED.

13. NEW EXPANSION JOINT MATERIAL TO MATCH SHERWIN WILLIAMS

"CLASSICAL WHITE".

14. SEE PLUMBING DRAWINGS FOR FIXTURE SCHEDULE.

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

222732313029

3029 3231

22 24

BENCH

BENCH

NWG

MEN'S LOCKER ROOM SIGN

WOMEN'S LOCKER ROOM SIGN WOMEN'S RESTROOM SIGN MEN'S RESTROOM SIGN

RENOVATION NOTES:

1. INSTALL NEW CERAMIC TILE WAINSCOTING.

2. INSTALL NEW PLUMBING FIXTURES. SEE MECHANICAL. & ELECTRICAL

DRAWINGS.

3. EXTINGUISHER CABINET. CONTRACTOR TO CHECK FIRE EXTINGUISHER FOR

OPERABILITY. RECHARGE OR REPLACE WITH SIMILAR. ENSURE BOTH

CABINET AND EXTINGUISHER ARE UP TO CODE.

4. REPLACE EXISTING WATER HEATER. RELOCATE TO MECHANICAL CLOSET ON

CONCRETE SLAB BASE.

5. PROVIDE AND INSTALL NEW METAL LOCKERS

6. PROVIDE AND INSTALL NEW EYE WASH STATION AND MAT

7. NEW DOWNSPOUT TO NEW SPLASH BLOCK. SEE CIVIL AND PLUMBING

DRAWINGS.

8. PROVIDE NEW EPOXY FLOORING, SEE STRUCTURAL DRAWINGS FOR

DETAILS.

9. PROVIDE NEW COPPER PLUMBING PLUMBING TO WATER FOUNTAINS AND

HAND SINK WITH SURFACE MOUNTED COPPER SUPPORT.

10. REHABILITATE AND REINSTALL EXISTING CHIMNEY CROWN, FASCIA, AND

SOFFIT.

12. PROVIDE AND INSTALL NEW ASPHALT SHINGLE ROOF, METAL DRIP EDGE,

AND FLASHING

13. PROVIDE AND INSTALL NEW 6" HALF-ROUND COPPER-COLORED GUTTERS

AND DOWNSPOUTS.

14. REROUTE EXISTING LINES UNDERGROUND.

15. FINISH EXPOSED CONDUIT SHERWIN WILLIAMS "CLASSICAL WHITE".

1A

1A

PROVIDE NEW WHITE VENT GRATE.

TYPICAL.

DO NOT REMOVE PULLEY. LEAVE IN PLACE.

EMPLOYEE LOUNGE

SIGN ON GLAZING

SEE ELECTRIC DRAWINGS FOR

LIGHTING INFORMATION

TYP

HISTORIC MAINTENANCE GARAGE

AE-150

1/4" = 1'-0"1 FLOOR PLAN

AE-150

1/4" = 1'-0"2 WEST ELEVATION

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

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

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

AE-150

AE-150

AE-150

A

B

C

D

A

B

C

D

NOT TO SCALE6 STORM WINDOW MOUNTING DETAIL

GENERAL NOTES

1. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE

WITH THE SECRETARY OF INTERIOR STANDARDS FOR

HISTORIC PRESERVATION.

2. PAINT ALL INTERIOR WALLS, CEILINGS, DOORS AND

FRAMES.

3. INSTALL NEW EXTERIOR METAL DOOR FRAMES AND

DOORS.

4. REINSTALL ALL HISTORIC WOOD WINDOWS, DOORS

AND FRAMES AND INSTALL NEW EXTERIOR STORM

WINDOWS WITH SCREENS DESIGNED TO PRESERVE

HISTORICAL ELEMENTS.

5. REMOVE, REHABILITATE AND REINSTALL HISTORIC 3

SLIDING WOOD BARN DOORS, STEEL WINDOW AND

DOOR LINTELS, AND DOOR FRAMES.

6. CLEAN, PATCH AND PREPARE ALL INTERIOR WALLS,

CEILINGS, DOORS AND FRAMES.

7. REMOVE ALL EXTERIOR STEEL DOOR FRAMES AND

DOORS.

8. REMOVE AND REHABILITATE ALL HISTORIC WOOD

WINDOWS, DOORS AND FRAMES .

9. REMOVE, REHABILITATE AND REINSTALL HISTORIC

SLIDING WOOD BARN DOORS, STEEL WINDOW AND

DOOR LINTELS, AND DOOR FRAMES

Bid Set

JANUARY 7, 2026

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MATERIAL

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PRODUCT

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TRADENAME

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MODELNUMBER

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MATERIAL

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MATERIAL

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PRIME CONSULTANT

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CONSULTANTS

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MEN

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WOMEN

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LOCKER RM

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MEN'S

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LOCKER RM

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WOMEN'S

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FD

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SERVICE BAY

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OPEN OFFICE

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AE-152

AutoCAD SHX Text

OFFICE

AutoCAD SHX Text B3

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AE-152

±60'-7"

DOWNSPOUT. TYPICAL.

RIDGE

PREFINISHED STANDING SEAM METAL

ROOF (DARK BRONZE) TO MATCH

EXISTING PUBIC RESTROOMS/WASH

BAY BUILDING ROOF. TYPICAL.

EX

IS

TI

N

G

SL

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D O

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±1'-3"

±1 '-9

±2 2'-

7"

AE-501

Sim.

Typ.

AE-501

Sim.

Typ.

REMOVE, REHABILITATE AND REINSTALL

CHIMNEY CROWN

EXTERIOR WALL

BELOW

'-3

SCRAPE, SAND, PREP, AND PAINT ALL

EXPOSED WOOD SHERWIN-WILLIAMS

CLASSICAL WHITE, MINIMUM (3) COATS.

REPAIR AS NEEDED TO MAINTAIN

HISTORIC CHARACTER.

SEE HISTORIC PRESERVATION NOTES

FOR MORE DETAILS.

REHABILITATE IN PLACE ALL EXTERIOR

TRIM TO INCLUDING THE CHIMNEY

CROWN, FASCIA, SOFFIT

DOWN

PROVIDE AND INSTALL NEW SUPER

SIMPLEX ATTIC STAIRS BY PRECISION

LADDERS, OR APPROVED EQUAL.

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 166

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C D

E F

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C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

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1. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY

OF INTERIOR STANDARDS FOR HISTORIC PRESERVATION.

2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

3. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001

THROUGH A-003.

4. FOR ROOF DETAILS, SEE SHEET AE-501.

5. COORDINATE EXISTING ROOF PENETRATIONS WITH MEP DRAWINGS. ALL

ABANDONED LINES ARE TO BE REMOVED IN THEIR ENTIRETY, SUBSTRATE

TO BE PATCHED WITH LIKE MATERIALS AT SIMILAR THICKNESS AS

ADJACENT.

6. CONTRACTOR SHALL UTILIZE ALL ROOFING MANUFACTURER

RECOMMENDED ACCESSORIES TO PROVIDE ADEQUATE ROOF

PENETRATION WATERPROOFING. SEE ROOF DETAILS FOR MORE

INFORMATION.

7. ALL CONDUIT TO BE REPLACED WITH NEW AND FINISHED TO MATCH

SHERWIN WILLIAMS "CLASSICAL WHITE".

8. REHABILITATE IN PLACE ALL EXTERIOR TRIM TO INCLUDING THE CHIMNEY

CROWN, FASCIA, AND SOFFIT.

1/4" = 1'-0"1 FLOOR PLAN

HISTORIC MAINTENANCE GARAGE

ROOF PLAN

AE-151

1/4" = 1'-0"2 ATTIC FLOOR PLAN

1969 CANE DRAWING - NOT TO SCALE3 HISTORIC WINDOW ELEVATION (FOR REFERENCE ONLY)

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JANUARY 7, 2026

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CONSULTANTS

EP-1

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

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Location

Date

Project No.

DRAWING NO.

Dwg. Of

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C D

E F

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C D

E F

© COPYRIGHT 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

NWG

1. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE SECRETARY

OF INTERIOR STANDARDS FOR HISTORIC PRESERVATION.

2. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001

THROUGH A-003.

3. FOR FINISH SCHEDULE, SEE SHEET AE-601.

4. PROTECT EXISTING FLOOR DRAINS.

5. PROVIDE MARBLE THRESHOLDS ARE RESTROOM INTERIOR DOORS.

6. PROVIDE METAL THRESHOLDS AT EXTERIOR DOORS.

7. PROVIDE COVED BASE, TROWEL EPOXY UP COVED BASE TO BOTTOM OF

TILE.

HISTORIC MAINTENANCE GARAGE

FINISH FLOOR PLAN

AE-152

1/4" = 1'-0"1 FINISH FLOOR PLAN

PROVIDE EYEWASH STATION MAT,

ULINE H-2915 OR APPROVED EQUAL.

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JANUARY 7, 2026

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PRIME CONSULTANT

6'- 0"

A B C D

PAINT SHERWIN WILLIAMS "CLASSICAL

WHITE" IN EGGSHELL FINISH, 3 (THREE)

COATS MINIMUM.

MATTE CRISP LINEN 0739 IN. GLAZED

CERAMIC WALL TILE BY DALTILE.

COVED EPOXY BASE

EX

IS

TI

NG

T O

R

EM

AI

N

13'-4" 5'-8"

MIRROR

A B C D

6'- 0"

EX

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T O

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AI

N

8'-0" 7'-9"

MATTE CRISP LINEN 0739 IN. GLAZED

CERAMIC WALL TILE BY DALTILE.

TYPICAL.

COVED EPOXY BASE

ALIGN

PAINT SHERWIN WILLIAMS "CLASSICAL

WHITE" IN EGGSHELL FINISH, 3 (THREE)

COATS MINIMUM.

UNDERCUT DOOR

8" TO 34". PROVIDE

MARBLE SADDLE.

UNDERCUT DOOR

8" TO 34". PROVIDE

MARBLE SADDLE.

1. SEE AE-114 FOR MOUNTING HEIGHTS AND LIST OF TOILET EQUIPMENT

AND ACCESSORIES.

2. SEE AE-601 FOR RESTROOM FIXTURE AND ACCESSORY SCHEDULE.

3. PAINT ALL INTERIOR WALLS AND CEILINGS SHERWIN-WILLIAMS

CLASSICAL WHITE IN EGGSHELL FINISH MINIMUM (3) THREE COATS.

SEE FINISH SCHEDULE AE-601 FOR MORE DETAILS.

4. OPTION:

EVALUATE THE TILE CONDITION IN THE RESTROOMS. IF IT IS SOUND,

PROPOSE OPTIONS FOR REFINISHING OR COATING THE WALLS AND

FLOOR INSTEAD OF REPLACING THEM. ACCEPTABLE SOLUTIONS

INCLUDE TILE REFINISHING, EPOXY OR URETHANE COATINGS, OR

INDUSTRIAL FLOOR COATINGS. ALL FINISHES SHOULD BE

COMMERCIAL-GRADE, WATERPROOF, EASY TO CLEAN, AND RESISTANT

TO CHEMICALS AND ABRASION.

WALLS: EPOXY OR 2K POLYURETHANE COATING AFTER PROPER

CLEANING AND ETCHING.

FLOORS: FULL EPOXY SYSTEM WITH ANTI-SLIP TOPCOAT

(POLYASPARTIC OR URETHANE).

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

NWG

HISTORIC MAINTENANCE GARAGE

INTERIOR ELEVATIONS

AE-153

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

1/2" = 1'-0"2 LOCKER ROOM ELEVATIONS

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOT TO SCALE

KEY

LB

HISTORIC MAINTENANCE GARAGE

PRESERVATION NOTES

AE-154

HISTORIC MAINTENANCE BUILDING PRESERVATION NOTES

HISTORIC WOOD CONSERVATION NOTES (DOORS, WINDOWS & TRIM)

All wood surfaces should be repaired following the guidelines in the National Park Service’s Preservation Brief 10: Exterior Paint Problems on Historic Woodwork, Preservation Tech Notes: Exterior Woodwork and Number 2: Paint Removal from Wood Siding.

1. ASSESSMENT AND PREPARATION

1.1. Inspect wood elements for damage, decay, or rot using an awl or similar tool.

1.2. Remove any deteriorated or decayed wood.

1.3. Test paint layers for compatibility with proposed new coatings.

2. REPAIR

2.1. For small repairs (less than a dime-sized area), use wood filler.

2.2. For larger areas, apply a two-part wood epoxy system, such as Abatron WoodEpox.

2.3. Consolidate porous, decayed wood with epoxy resin, such as Abatron LiquidWood, to strengthen.

2.4. Use Dutchman repairs for areas beyond repair, matching wood type, size, and profile.

3. SURFACE PREPARATION

3.1. Clean the wood using a mild detergent or TSP to remove dirt, grime, and biological growth.

3.2. Remove flaking paint with a putty knife or carbide scraper.

3.3. Sand repaired areas to ensure a smooth, uniform surface.

4. PRIMING AND PAINTING

4.1. Apply an oil-based primer to bare wood areas.

4.2. Sand the primer coat lightly before applying paint.

4.3. Use two coats of exterior acrylic paint, avoiding overlapping onto adjacent materials.

5. GENERAL MAINTENANCE

5.1. Inspect and repaint regularly to prevent exposure to moisture and pests.

5.2. Avoid using silicone caulk or non-breathable coatings, such as latex paint, on wood.

RECOMMENDED PRODUCTS:

Wood Filler: Zinsser MH Ready Patch Compound for bare wood or Minwax Wood Filler

Epoxy Resin: Abatron LiquidWood

Epoxy: Abatron WoodEpox

Wood Scraper: Bahco 665 Premium Ergonomic Carbide Scraper, 2-1/2

Cleaner: TSP

Oil-Based Primer for Bare Wood: Rust-Oleum Zinsser 03504 Cover Stain Interior/ Exterior Oil Primer, BM Fresh Stare Deck and Siding Alkyd Primer, SW A-100 Exterior Fast Dry Stain Blocking Alkyd Wood Primer

Acrylic Paint: BM Ultra Spec EXT Paint, SW Emerald Urethane Trim Enamel

HISTORIC WOOD WINDOW RESTORATION NOTES

All wood windows should be repaired or restored following the guidelines outlined in the National Park Service’s Preservation Brief 9: The Repair of Historic Wooden Windows.

1. REMOVE DETERIORATED GLAZING AND GLASS PANES

1.1. Carefully extract all loose and deteriorated glazing putty using a putty knife or a utility knife. Remove any cracked panes of glass.

1.2. If the glazing putty is significantly deteriorated and easy to remove, it is advisable to remove all glazing putty and glass panes. However, if some putty is firmly set, it may be best to leave it in place to avoid damaging the glass.

1.3. Label all glass panes removed from the sash with their corresponding lite for reinstallation.

2. PREP SASH

2.1. Use a carbide scraper to remove all flaking and deteriorated paint.

2.2. Clean the glazing putty and glazing points from the rabbets (the grooves where the glass is seated)

3. REPAIR WOOD DAMAGE

3.1. Remove any areas of wood rot or damage.

3.2. For small repairs, use a wood filler.

3.3. For larger areas of damage (greater than a dime), apply a two-part wood epoxy system.

4. SAND THE SASH

4.1. Sand the sash using 80-120 grit sandpaper, ensuring that the filled areas are flush with the wood surface.

4.2. Dust off and clean the sash with mineral spirits or water to ensure proper adhesion of the paint.

5. PRIME THE WOOD

5.1. Apply an oil-based primer to all bare wood areas.

5.2. Once the primer has dried, sand the sash with 220-grit sandpaper to smooth surface.

6. REPLACE GLASS PANES (if necessary)

6.1. If new glass panes are needed, cut them to dimensions that are 1/4 inch narrower in width and 1/16 inch shorter in height than the lites.

7. GLAZE THE LITES

7.1. Apply glazing putty to the rabbets and secure the glass panes with glazing points.

7.2. Use a putty knife to trim any excess glazing putty from the interior side of the sash.

7.3. Use a putty knife or glazer’s tool to bevel the glazing putty around all four sides of the pane, ensuring that no putty is visible from the interior side of the sash.

7.4. Clean the glass with whiting powder and a small brush to remove any residues.

8. PAINT THE SASH AND GLAZING PUTTY

8.1. Once the glazing putty has dried (typically 1 to 2 weeks, depending on humidity), apply two coats of paint to the sashes and glazing putty.

8.2. Ensure that the paint overlaps the glass by 1/16 inch to create a watertight seal.

9. SECURE WINDOWS IN PLACE (optional):

9.1. If the windows are to remain inoperable, remove all spiral balance hardware, fill the holes, install blocks under the top sash on both sides of the jamb, and paint the windows shut.

RECOMMENDED PRODUCTS:

Glazing Knife: Hyde 2950 2-In-1 Glazing Tool OR Hyde Bent Blade Putty Knife

Glazing putty: Crawfords Natural Blend Painter’s Putty (orange label) OR Sarco DualGlaze Putty

Zinc-Coated Glazing Push Points: Red Devil 1710 Glazing Push Points

Calcium Carbonate Whiting Powder: Rainbow Commercial Whiting

Wood Filler: Minwax Wood Filler

Epoxy: Abatron WoodEpox

DOS AND DON’TS

· No caulk or any product that comes in a tube should be used to glaze sash lites.

· No silicone caulk should be used to caulk sashes shut.

HISTORIC MAINTENANCE BUILDING

SOUTHEAST ELEVATION

PAINT DETERIORATION AND SOILING AT

SOFFIT

HISTORIC MAINTENANCE BUILDING

1 HISTORIC MAINTENANCE BUILDING

VIEW OF 6/6 WOOD WINDOWS WITH

EXTERIOR STORM WINDOWS

HISTORIC MAINTENANCE BUILDING

HISTORIC WOOD WINDOW WITH SASH PULLEY

STILL INTACT

HISTORIC MAINTENANCE BUILDING

HISTORIC WOOD WINDOW WITH STORM

WINDOW

HISTORIC MAINTENANCE BUILDING

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOT TO SCALE

KEY

LB

HISTORIC MAINTENANCE GARAGE

PRESERVATION NOTES

AE-155

HISTORIC MAINTENANCE BUILDING PRESERVATION NOTES (cont.)

HISTORIC BRICK MASONRY CLEANING NOTES

All exterior brick walls should be cleaned following the guidelines provided in the National Park Service’s Preservation Brief 1: Assessing Cleaning and Water-Repellent Treatments for Historic Masonry Buildings and Preservation Brief 6:

Dangers of Abrasive Cleaning to Historic Buildings.

1. USE GENTLEST CLEANING METHODS POSSIBLE

1.1. Start with low-pressure water washing, typically not exceeding 200 psi, to remove dirt and debris.

1.2. A mild, non-ionic detergent can be applied if additional cleaning is needed, followed by gentle scrubbing with a natural bristle brush.

1.3. High-pressure washing, sandblasting, or abrasive methods should be strictly avoided as they can irreversibly damage the surface of the historic brick.

2. SPOT CLEAN STUBBORN STAINS

2.1. Test small areas with chemical cleaners designed specifically for historic masonry, avoiding those with harsh acids that can erode brick or mortar.

2.2. It is critical to adhere to the manufacturer’s instructions, particularly concerning dilution rates and dwell times.

3. RINSE

3.1. Rinse the masonry thoroughly with clean water after cleaning and allow ample time for drying before any further treatment or repointing.

RECOMMENDED PRODUCTS:

D/2 Biological Solution

Cathedral Stone Products: Masonry Cleaner - Light & Heavy Duty; Bio-Cleaner - Biological & Light Duty Cleaner in One

Atlas Preservation: EaCo Chem Heritage Restorer

Prosoco: Restoration Cleaner; ReVive*

*A representative from Prosoco will come to the site to test different cleaning agents for effectiveness free of charge. Kentucky representative:

Matthew Stickler, 212-287-1981, matt@tmsrep.com

REPOINTING HISTORIC BRICK MASONRY NOTES

The repointing of historic brick masonry should adhere to the guidelines established in the National Park Service’s Preservation Brief 2: Repointing Mortar Joints in Historic Masonry Buildings.

1. IDENTIFY AND REMOVE INAPPROPRIATE MORTAR

1.1. Remove open or non-historic mortar (e.g., Portland cement) from joints.

1.2. Use single-blade screwdrivers or small hand chisels for raking out mortar to avoid damaging the brick face.

1.3. Avoid using grinders or air chisels, as they can crack or damage bricks.

1.4. Rake out joints to a depth of 2 to 2 ½ times the width of the joint.

2. ANALYZE HISTORIC MORTAR

2.1. Analyze the existing mortar for color, texture, particle size, aggregate distribution, and chemical composition.

2.2. Adjust lime, Portland cement, and sand ratios for compatibility with modern, harder bricks.

2.3. Tint new mortar to match existing adjacent mortar for continuity.

2.4. Follow the manufacturer’s instructions for mortar preparation.

3. Prepare and Apply Mortar

3.1. Pre-moisten bricks and joints with clean water before applying mortar.

3.2. Apply new mortar to match the size and profile of the existing joints.

3.3. Remove excess mortar immediately using water and sponges to prevent damage to the brick face.

HISTORIC MAINTENANCE BUILDING

BIOLOGICAL STAINING AT WINDOWSILLS

AND BRICK EFFLORESCENCE BELOW

HISTORIC MAINTENANCE BUILDING

MORTAR DETERIORATION

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

RESTORATION DETAILS

AE-301

N C A

ATIONAL

EMETERY

DMINISTRATION

Revisions Date

Drawing Title

Approved:

Approved:

Project Title

Building Number Checked Drawn

Location

Date

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DRAWING NO.

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© COPYRIGHT 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

*NOTE: REFER TO SPECIFICATIONS

EXISTING DETERIORATED OR

INAPPROPRIATELY POINTED JOINT

ROUT 7/8" DEEP CUT IN JOINT

CENTERLINE

DO NOT CUT OR CHIP BRICK

CUT OUT MORTAR SQUARE, 2 TO 2

1/2" TIMES WIDTH OF JOINT DEEP.

REMOVE LOOSE MATERIAL W/

COMPRESSED AIR (MAX 50 PSI)

WET JOINT & FILL WITH 1/4"

THICK (MAX) LAYERS OF

MORTAR. TOOL FINAL LAYER

TO MATCH ORIGINAL JOINT

PROFILE

AT EXPANSION JOINT

EXISTING DETERIORATED OR

INAPPROPRIATELY POINTED JOINT

ROUT 7/8" DEEP CUT IN JOINT

CENTERLINE

DO NOT CUT OR CHIP BRICK

CUT OUT MORTAR SQUARE, 1"

DEEP. REMOVE LOOSE MATERIAL

W/COMPRESSED AIR (MAX 50 PSI)

JOINT DEPTH/WIDTH BASED ON

SEALANT MANUFACTURERS

RECOMMENDATIONS

BACKER ROD

SEALANT TOOL TO MATCH

ORIGINAL JOINT PROFILE

SAND AGGREGATE FROM

REPOINTING MIX APPLIED TO

UNCURED SEALANT

NOTES:

VERTICAL CRACK

1. HATCH DENOTES BRICK TO BE REPLACED WHERE CRACK IS THROUGH WALL.

a. REPLACE ALL WYTHES OR BRICK ON EACH SIDE OF CRACK TO FIRST MORTAR JOINT.

b. REPLACE EXISTING HEADERS WITH NEW HEADERS.

c. REPLACE LOOSE AND CRACKED BRICKS.

d. WHERE CRACK IS ONLY OUTER WYTHE DEEP, REPLACE ONLY OUTER WYTHE.

2. WHERE CRACK IS OPEN AND ¼” OR LESS, AND IS ONLY PRESENT IN OUTER WYTHE AND ONLY IN

JOINTS, RAKE AND REPOINT JOINTS ONLY.

3. REPLACE EXISTING BRICK WITH NEW SOUND BRICK TO MATCH COLOR, TEXTURE AND

DIMENSIONS OF ADJACENT SOUND BRICK.

LINE OF CRACK LINE OF CRACK

DIAGONAL CRACK

VERTICAL CRACK

NOTES:

1. DEPTH OF SLOT: 1" TO 1 3/8"

2. HEIGHT OF SLOT EQUAL TO MORTAR JOINT WIDTH, MIN.

3. EXTEND HELIBAR MIN 20" EITHER SIDE OF CRACK, OR 20" BEYOND OUTER

CRACK IF TWO CRACKS ARE STITCHED USING ONE ROD.

4. NORMAL VERTICAL SPACING 4 BRICK COURSES (+/- 13 1/2")

5. WHERE CRACK IS LESS THAN 20" FROM THE END OF THE WALL CONTINUE

HELIBAR AT LEAST 4" AROUND THE CORNER

6. REFER TO TECHNICAL SPECIFICATION.

LINE OF CRACK

LINE OF

CRACK

DIAGONAL CRACK

EVERY FOUR

BRICK

COURSES

MIN 20" MIN 20"

EVERY FOUR

BRICK

COURSES

PLAN AT CORNER

20"

LINE OF

CRACK

4" M

IN

MIN 20"

MIN 20"

MIN 20"

MIN 20"

EXISTING

MASONRY

NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

NEW

MASONRY

KEY NEW MASONRY

INTO EXISTING WALL

DO NOT CUT BRICK UNLESS

SPECIFICALLY NOTED OR

DIRECTED BY ARCHITECT

REFER TO SPECIFICATIONS

1/2" ±

7/16"

(Including: Typical horizontal/ bedding joints & panel head joints)

RECESSED JOINT PROFILE

FLUSH JOINT PROFILE

VARIES 1/8"-1/2"

1/4"

RAKED JOINT

SAWCUT

CRACKED BRICKS

SINGLE BRICK TO BE

INDIVIDUALLY REPLACED

NOTES:

1.

2.

3.

4.

5.

6.

PLAN

ELEV

FILL DRILL HOLES AND

INJECTION PORTS SOLID WITH

PATCHING COMPOUND. SCREED

FLUSH. MATCH COLOR &

TEXTURE OF STONE

EPOXY INJECTION PORT

(TYP)

EXISTING CRACK

STAINLESS STEEL THREADED

PINS, STAGGERED. INSTALL

MINIMUM 2" FROM EDGE AND

FACE. SET IN EPOXY

VERTICAL FACE OF STONE MASONRY

EXISTING STONE

MASONRY

EQ EQ

0' - 2" 0' - 2"

EXISTING STONE

MASONRY

SAWCUT SHOULDER

1/2" DEEP (TYP)

NOTE:

PREPARE THE SURFACE, INSTALL PINS.

BUILD UP PATCHING COMPOUND.

SHAPE, COLOR AND TEXTURE TO MATCH ORIGINAL

1/4"Ø STAINLESS

STEEL THREADED

PINS, 1 1/2" TO 3" OC

STAGGERED

2" MIN

1/2

CLEAN SURFACE AND WET

WITH WATER

APPLY PATCH MATERIAL

TOOL PATCH SURFACE

TO MATCH EXISTING

UNDERCUT AT 30 DEGREES

TO FORM KEY FOR PATCH

ON ALL SIDES

REMOVE ADDITIONAL 1/4" TO

1/2" OF CASTSTONE TO

SOUND SUBSTRATE

REMOVE LOOSE MATERIAL

FACE OF STONE MASONRY

UNIT BEYOND VOID

EXISTING VOID IN MASONRY

UNIT

ZONE OF DETERIORATED

MASONRY BEYOND VOID

MIN 1/4" PATCH

THICKNESS VARIES

NOT TO EXCEED 3"

NOTES:

1. MINIMUM PATCH THICKNESS 1/2".

2. MAXIMUM DEPTH OF VOID TO BE PATCHED: 3". IF DEPTH OF

VOID EXCEEDS 3", CONSTRUCT DUTCHMAN, MATERIAL,

TEXTURE PROFILE AND FINISH TO MATCH STONE IN ADJACENT

MASONRY.

0 6" 1' 2'

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

0 6" 1' 2'

SCALE: 1" = 1'-0"

SCALE: 1" = 1'-0"K11 MASONRY REPOINTING

SCALE: 1 1/2" = 1'-0"A9

BRICK MASONRY STITCHING PATTERN AT

CRACK

SCALE: 1 1/2" = 1'-0"A16

CRACK STITCHING USING STAINLESS

STEEL BAR REINFORCEMENT

SCALE: 1" = 1'-0"K16

MASONRY RELAYING &

RECONSTRUCTION

SCALE: 1" = 1'-0"F12 MASONRY JOINT PROFILES

SCALE: 1 1/2" = 1'-0"A1 TYPICAL SINGLE BRICK REPAIR

SCALE: 1 1/2" = 1'-0"F5 DETAIL - TYPICAL PINNED CRACK REPAIR

SCALE: 1" = 1'-0"F1 STONE PATCHING REPAIR DETAIL

(Including: Typical head joints, soldier course joints & header course joints)

ROUGHEN THE SUBSTRATE

SURFACE AS NECESSARY TO

ACHIEVE THE SURFACE

ROUGHNESS SPECIFIED BY

THE MANUFACTURER FOR A

GOOD BOND WITHOUT

DAMAGING THE SUBSTRATE

SURFACE

CAREFULLY SAW-CUT MORTAR JOINTS AROUND UNIT TO BE REPLACED.

REMOVE BRICK & REMAINDER OF MORTAR BY HAND WITH HAMMER &

CHISEL.

DO NOT CUT ADJACENT MASONRY UNITS WHEN SAW-CUTTING JOINTS. IF

ADJACENT MASONRY BECOMES LOOSE OR DAMAGED DURING THIS

PROCESS, REPLACE ADJACENT DAMAGED BRICKS. ALLOW FOR (2)

ADDITIONAL UNITS TO BE REPLACED AT EACH LOCATION, TYPICAL.

REPLACE WITH NEW BRICK TO MATCH EXISTING SIZE, SHAPE, COLOR AND

TEXTURE PER SPEC. SLUSH ALL JOINS IN THE CAVITY AND BUTTER UP

NEW BRICK WITH MORTAR BEFORE INSTALLING. FINISH JOINTS TO MATCH

EXISTING ADJACENT JOINTS.

NEW BRICK UNIT TO BE FLUSH WITH EXISTING ADJACENT UNITS, EXCEPT

AS REQUIRED TO HUMOR EXISTING OUT-OF-PLANE VARIATIONS IN WALL.

CORBEL UNITS NO MORE THAN 1/8" WHEN HUMORING . NEW JOINTS,

COURSING AND BONDING PATTERN TO MATCH EXISTING PER

SPECIFICATIONS.

INDIVIDUAL BRICK REPLACEMENT IS REQUIRED TO REPLACE SMALL

AREAS OF DAMAGED MASONRY OR NON-MATCHING MASONRY FROM

PREVIOUS REPAIRS.

EXACT LOCATION TO BE DETERMINED IN THE FIELD.

KEY IN ALL NEW OR RELAID MASONRY INTO EXISTING ADJACENT MASONRY AND

INTERIOR WYTHES. TURN BACK AT CORNERS.

MATCH COURSING, JOINT SIZES, AND TOOLING OF EXISTING BRICK. MATCH

EXISTING BRICK PATTERNS INCLUDING TEXTURES AND COLORS.

LAYING MORTAR TO HAVE 1-2 PARTS MORE SAND THAN REPOINTING MORTAR

AND SHOULD STICK TO UPSIDE DOWN TROWEL. DO NOT USE MORTAR THAT IS

WET ENOUGH TO SMEAR ON BRICK FACES.

LIGHTLY WET BRICK BEFORE INSTALLING MORTAR. BUTTER ALL JOINTS AND LAY

BRICK NEATLY AND LEVEL.

WORK TO BE NEAT AND ORDERLY. MORTAR ON BRICK FACES TO BE MINIMIZED.

MORTAR TO BE CLEANED FROM BRICK FACES.

STRIKE OFF EXCESS MORTAR USING AN OVERHAND STRIKE, OR OTHER TOOLING

AS DETERMINED DURING MOCK UP. DO NOT SLICK JOINTS.

ALLOW TO CURE FOR FOUR HOURS OR UNTIL DAMP FIRM.

WHEN MORTAR IS FINGERPRINT RESISTANT, COMPACT JOINTS BY STRIKING

WITH STIFF NATURAL BRUSH OR PLASTIC BRUSH.

AFTER 24 HOURS RINSE BRICK WITH WATER AND SCRAPE EXCESS MORTAR OFF

WITH WOOD OR PLASTIC SCRAPERS.

WET BRICK AND CLEAN MORTAR HAZE OFF BRICK WITH A RAG AND WHITE

VINEGAR. RINSE WITH LOW PRESSURE WATER.

QR CODEA0

NPS PRESERVATION BRIEF 2:

REPOINTING MORTAR JOINTS

IN HISTORIC MASONRY BUILDINGS

QR CODEA00

NPS PRESERVATION BRIEF 9:

THE REPAIR OF HISTORIC WOOD WINDOWS

QR CODEA00

NPS PRESERVATION BRIEF 10:

EXTERIOR PAINT PROBLEMS

ON HISTORIC WOODWORK

Bid Set

JANUARY 7, 2026

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PRIME CONSULTANT

A-501

DARK BRONZE 1 1/2" STANDING SEAM

MTL ROOF OVER SLIP SHEET TO

MATCH EXISTING REST & WASH

HOUSE ROOF

EXISTING ROOF STRUCTURE.

VARIES PER BUILDING

1" PLYWOOD SHEATHING OR

APPROVED EQUAL

EXISTING ROOF TRUSS

SOFFIT. VARIES PER BUILDING

NEW 6" HALF-ROUND

COPPER-COLORED GUTTER

Sim

EXISTING EXTERIOR WALL

UNDERLAYMENT

5"

EAVE TRIM FIXED TO

EXTERIOR PLYWOOD

SHEATHING

BLOCKING AS

NEEDED

PREFINISHED

METAL GUTTER

6" HALF-ROUND

COPPER-COLORED

EXTERIOR PLYWOOD

SHEATHING

EXISTING TRUSS, VARIES PER

BUILDING

UNDERLAYMENT

1 1/2" STANDING SEAM MTL ROOF

SOFFIT CLIP, AS NEEDED

SOFFIT. VARIES PER BUILDING

FLASHING AS

NEEDED

ROOF DETAILS

AE-501

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

NOT TO SCALE

KEY

3" = 1'-0"1 GUTTER DETAIL

3/4" = 1'-0"2 ROOF SECTION DETAIL

1969 CANE DRAWINGS - NOT TO SCALE3 HISTORIC EAVES PROFILE DETAIL

FOR HISTORIC MAINTENANCE GARAGE AND EQUIPMENT STORAGE.

CONTRACTOR TO VERIFY ACTUAL DIMENSIONS IN FIELD AS NECESSARY.

1. NEW ROOFS ARE TO MATCH THE EXISTING REST & WASH HOUSE

STANDING SEAM METAL ROOF.

2. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL

REQUIREMENTS.

3. FOR GENERAL SYMBOLS, MATERIALS AND ABBREVIATIONS, SEE A-001 &

A-002.

4. FOR ROOF DETAILS, SEE SHEETS A-121 AND A-501.

5. ALL PLYWOOD ROOF DECKING SHALL BE INSTALLED WITH THE FACE

GRAIN ORIENTED PERPENDICULAR TO THE SPAN OF THE SUPPORTING

MEMBER. ALL PLYWOOD SHALL BE RATED AND STAMPED BY APA OR

TECO.

6. ROOF: PROVIDE 1" THK EXPOSURE 1, STRUCTURAL 1 PLYWOOD

SHEATHING RATED FOR 24" SUPPORT SPACING U.N.O.. ALLOW 1/8"

SPACE AT ALL ENDS AND EDGES. FASTEN WITH 8d NAILS AT 4" O.C. AT

PERIMETER SUPPORTS AND AT 12" O.C. AT INTERIOR SUPPORTS. USE

APPROVED SPACERS AND PANEL CLIPS OR 2x BLOCKING U.N.O..

7. O.S.B. (ORIENTED STRAND BOARD) IS NOT AN ACCEPTABLE SUBSTITUTE

FOR PLYWOOD.

8. CONTRACTOR SHALL UTILIZE ALL ROOFING MANUFACTURER

RECOMMENDED ACCESSORIES TO PROVIDE ADEQUATE ROOF

PENETRATION WATERPROOFING. SEE ROOF DETAILS FOR MORE

INFORMATION.

9. COORDINATE EXISTING ROOF PENETRATIONS WITH MEP DRAWINGS. ALL

ABANDONED LINES ARE TO BE REMOVED IN THEIR ENTIRETY, SUBSTRATE

TO BE PATCHED WITH LIKE MATERIALS AT SIMILAR THICKNESS AS

ADJACENT.

10. PROVIDE AND INSTALL 6" HALF-ROUND COPPER-COLORED GUTTERS AND

DOWNSPOUTS.

NOT TO SCALE4 TYPICAL PIPE PENETRATION DETAIL

NOT TO SCALE5 TYPICAL CRICKET DETAIL AT CHIMNEY

NOT TO SCALE6 TYPICAL CHIIMNEY FLASHING DETAILS

Bid Set

JANUARY 7, 2026

AutoCAD SHX Text

STANDING SEAM METAL ROOF

AutoCAD SHX Text 6 . . A-501

AutoCAD SHX Text

STANDING SEAM METAL ROOF

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AutoCAD SHX Text T

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AutoCAD SHX Text I

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PRIME CONSULTANT

WINDOW TYPES LEGEND

W

H

W - WIDTH, H - HEIGHT, OF ROUGH OPENING, PLUS OR MINUS, SEE

WINDOW SCHEDULE. VERIFY ALL OPENING DIMENSIONS IN FIELD, TYPICAL.

NOT TO SCALE

NOTE: SEE AE-601 FOR H-4, J-3, S-1 WINDOW DETAILS.

A

WOOD

DOUBLE

HUNG

*INCLUDES ALL HEADS,

JAMBS, SILLS, RETURNS,

MUNTINS, MULLIONS,

STOOLS AND MOLDINGS

PATCH AND PAINT SHERWIN

WILLIAMS "CLASSICAL

WHITE" AT ALL EXISTING

EXTERIOR TRIM*

W

H

B

WOOD

DOUBLE

CASEMENT

W

H

C

WOOD

DOUBLE

PANEL

*WOOD PANELS IN LIEU

OF GLAZING, INOPERABLE

AE-601

EXTERIOR

INTERIOR

AE-601

A

B

LOWER

UPPER

C

D

AE-601

C

B

D

A

AE-601

AE-601

AA

1' -3

2"

2"

2"

DO

O

R

SI

ZE

-6

'-8

2" 2"

BB

SE

E

SC

HE

DU

LE

SEE SCHEDULE

SE

E

SC

HE

DU

LE

6' -0

" M

IN

SE

E

SC

HE

DU

LE

CA B

FR

AM

E

TY

PE

2"

TEMPERED

THERMOPANE

CLERESTORY

GLAZING

DOOR

SIZE

SEE SCHEDULE SEE SCHEDULE

2" 2"DOOR

SIZE

D

OPTIONAL

WINDOW TYPES LEGEND NOT TO SCALE

DO

OR

T

YP

E

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 2022, Walker Federal Services, LLC

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

WFS

Correct FCA Deficiencies

CAMP NELSON NATIONAL CEMETERY

833CM3030

NWG

NOTES

DOOR SCHEDULE

BUILDING TAG NEW/

EXIST.

APPROX. SIZE (R.O.)

V.I.F.

DOOR FRAME HARDWARE COMMENTS

TYPE THK. MAT FIN TYPE MAT FIN

PUBLIC

RESTROOM &

WASH BAY

BUILDING

01-08 EXISTING 7'-0" 3'-0" B 1 3/4" EX EX BB STL PAINT EXISTING REPAINT DOOR FRAMES TO MATCH EXISTING

09 NEW 13'-2" 16'-0" Garage HM Factory - MFR PAINT MFR NEW INSULATED GARAGE DOOR AND HARDWARE, CONTRACTOR TO V.I.F.

MAINTENANCE

STORAGE

GARAGE

10 EXISTING 7'-0" 3'-0" B 1 3/4" STL - BB EX - -

11 NEW 10'-0" 10'-0" Garage HM Factory - MFR PAINT MFR NEW INSULATED GARAGE DOOR AND HARDWARE, CONTRACTOR TO V.I.F.

12 NEW 10'-0" 10'-0" Garage HM Factory - MFR PAINT MFR NEW INSULATED GARAGE DOOR AND HARDWARE, CONTRACTOR TO V.I.F.

HISTORIC BRICK

STABLE

13 NEW 7'-0" 3'-0" C 1 3/4" AL Factory AA AL Factory HW-1 ANODIZE TO MATCH SHERWIN WILLIAMS CLASSIC WHITE 14 EXISTING 7'-0" 3'-0" EX EX WD PAINT EX WD PAINT EX RESTORE DOOR, FRAME, AND HARDWARE, MATCH SHERWIN WILLIAMS CLASSIC WHITE 15 EXISTING 7'-0" 3'-0" EX EX WD PAINT EX WD PAINT EX RESTORE DOOR, FRAME, AND HARDWARE, MATCH SHERWIN WILLIAMS CLASSIC WHITE 16 NEW VARIES 4'-0" D 2" WD PAINT WD PAINT HW-3 FABRICATE NEW HINGED DOOR TO MATCH HISTORIC PHOTO, MATCH SHERWIN WILLIAMS CLASSIC WHITE 17 NEW VARIES 4'-0" D 2" WD PAINT WD PAINT HW-3 FABRICATE NEW HINGED DOOR TO MATCH HISTORIC PHOTO, MATCH SHERWIN WILLIAMS CLASSIC WHITE

EQUIPMENT

STORAGE

GARAGE

18 EXISTING 7'-0" 3'-0" B 1 3/4" STL - BB EX - -

19 NEW 10'-0" 10'-4" Garage HM Factory - MFR PAINT MFR NEW INSULATED GARAGE DOOR AND HARDWARE, CONTRACTOR TO V.I.F.

20 NEW 10'-0" 10'-4" Garage HM Factory - MFR PAINT MFR NEW INSULATED GARAGE DOOR AND HARDWARE, CONTRACTOR TO V.I.F.

HISTORIC

MAINTENANCE

GARAGE

21 NEW 7'-0" 3'-0" B 1 3/4" STL PAINT AA STL PAINT HW-2 MATCH SHERWIN WILLIAMS CLASSIC WHITE 22 NEW 7'-0" 3'-0" B 1 3/4" STL PAINT AA STL PAINT HW-2 MATCH SHERWIN WILLIAMS CLASSIC WHITE 23 NEW 7'-0" 3'-0" B 1 3/4" STL PAINT AA STL PAINT HW-2 MATCH SHERWIN WILLIAMS CLASSIC WHITE 24 NEW 7'-0" 3'-0" B 1 3/4" STL PAINT AA STL PAINT HW-2 MATCH SHERWIN WILLIAMS CLASSIC WHITE

25 NEW 7'-0" 3'-0" B 1 3/4" WD SEAL BB STL PAINT HW-2 UNDERCUT 58 TO 34", INCLUDE LOUVER

26 NEW 7'-0" 3'-0" B 1 3/4" WD SEAL BB…