SECTION THROUGH SEAL SHOWING

METHOD OF ATTACHMENT

MATERIAL:

BRONZE: FEDERAL SPECIFICATION QQ-C-535B, COMPOSITION 2.

WORKMANSHIP:

CASTINGS SHALL BE OF UNIFORM QUALITY AND CONDITION, FREE FROM INJURIOUS BLOWHOLES AND POROSITY, CRACKS AND OTHER DEFECTS AND NOT WARPED OR DISTORTED, WELL FINISHED, FREE FROM BURRS, SHARP EDGES, SCRATCHES AND DEFECTS THAT MAY AFFECT APPEARANCE OR

SERVICEABILITY. CASTINGS SHALL NOT BE REPAIRED, PLUGGED, WELDED, OR BURNED.

FINISH:

FINISH TO BE DETAILED, HAND CHASED FOR TRUE ALIGNMENT, FILED, BELT POLISHED SIDES

GROUND SMOOTH, RAISED SURFACES AND BORDERS, SUCH AS ALL RAISED PORTIONS OF SEAL,

EAGLE, SHIELD, LETTERING, ROPE BORDER ETC., TO BE POLISHED AND BUFFED TO A BRIGHT SATIN

FINISH, BACKGROUND TEXTURES TO BE REVERSE MEDIUM PEBBLE BACKGROUND, FINE PEBBLE

BACKGROUND, MOSS AS CAST, AS INDICATED.

COATING:

BRONZE: CHEMICALLY OXIDIZE TO A STATUARY MEDIUM COLOR AND FINISH WITH ONE COAT OF

CLEAR PROTECTIVE EXTERIOR METAL LACQUER.

FASTENERS:

BRONZE FASTENERS TO BE COMPATIBLE WITH MATERIAL OF CASTING.

SEALS REQUIRED:

ARMY - 3, 18" DIA.

MARINE CROPS - 3, 18" DIA.

NAVY - 3, 18" DIA.

AIR FORCE - 3, 18" DIA.

SPACE FORCE - 3, 18" DIA.

COAST GUARD - 3, 18" DIA.

SEALS ARE TO BE SUPPLIED AND INSTALLED BY CONTRACTOR

GENERAL NOTES

LOCATION OF

SOLID METAL

PORTION OF

SEAL

SOLID METAL PORTION ON BACK OF SEAL, DRILL AND TAP

FOR STUDS-3 LOCATIONS AS INDICATED ON ELEVATIONS.

ROPE BORDER

CONTINUOUS

LOCATION OF

SOLID METAL

PORTION OF

SEAL

PROFILE OF SEAL

LOCATION OF SOLID

METAL PORTION OF

SEAL

DRILL IN CONCRETE OR SOLID MASONRY AND FILL WITH EPOXY

IMMEDIATELY PRIOR TO SETTING SEAL

FACE OF

WALL

SAME AS

ABOVE

FRONT

FACE OF

SEAL

MEDIUM PEBBLE

FINISH, ALL

BACKGROUND

AREAS.

8" BRONZE THREADED STUDS SCREWED INTO SOLID METAL

PORTION ON BACK OF SEAL. POSITION INTO DRILLED HOLES IN

MASONRY FACE WHILE EPOXY IS WET. PROVIDE BRONZE BOLTS

FOR BRONZE SEAL.

1/4" MAXBRASS SEAL

MASONRY WALL

THREADED MOUNTING

STUD AS RECOMMENDED

BY MANUFACTURER

FIELD DRILLED HOLE TO

MATCH MOUNTING STUD,

4" DIA. HOLE SECURED

WITH EPOXY GROUT

NATURAL STONE

VENEER RESTORE AND

REUSE EXISTING PIECES

WEEP HOLES @ 24" O.C.

THRU WALL FLASHING

MASONRY WALL TIES @

1'-4" O.C. HORIZ. AND VERT.

EXISTING CONCRETE

SLAB

FINISHED FLOOR

MORTAR JOINT TYPE N

FOR AREAS WHERE THE

CONCRETE SLAB EXTENDS TO THE

FINISHED FLOOR LEVEL, THE SLAB

BENEATH THE STONE WILL NEED

TO BE SAWCUT AND LEVELED WITH

THE REST OF THE FOUNDATION TO

AVOID FUTURE CRACKING.

2'-4"

2'-0"

1'-0"

2"

1' -0

2"

6"

ARCHITECTURAL PRECAST WALL CAP;

MTL., FINISH & COLOR TO MATCH

EXISTING. PROVIDE 3/8" JOINT

BETWEEN CAP SECTIONS; SET ON 1/2"

FULL MORTAR BED; 3/8" GAP BETWEEN

UNITS, W/ BACKER ROD & SEALANT.

1/4" x 1/4" CONTINUOUS DRIP SLOT ON

BOTH SIDES. LOCATE DRIP SLOTS 1"

FROM CAP EDGES.

1/2" FULL MORTAR BED

NOTE: ALL DIMENSIONS IN THIS

DETAIL NEED TO BE FIELD VERIFIED

BACKER ROD AND SEALANT. BOTH

SIDES.

1/2" [12.7] x 6" [152] TYPE 304 S.S. PIN, 2

PINS PER CAP SECTION; SET W/NON-

METALLIC NON-SHRINK GROUT, TYP.

EXISTING STONE VENEER

FINISH GRADE

(CONC. PVMT.)

NEW 18" DIA. SERVICE

SEALS

EXISTING NATURAL

STONE VENEER TO BE

RESTORED AND REUSED

EXISTING CONCRETE

SLAB

FINISHED FLOOR

REMOVE EXISTING

MORTAR FROM AREAS OF

STONE REPAIR

FOR AREAS WHERE THE

CONCRETE SLAB EXTENDS TO THE

FINISHED FLOOR LEVEL, THE SLAB

BENEATH THE STONE WILL NEED

TO BE SAWCUT AND LEVELED WITH

THE REST OF THE FOUNDATION TO

AVOID FUTURE CRACKING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

COMMITTAL SHELTERS &

OBSERVATION WALL DETAILS

SF DH

A-501

SCALE: N.T.S

SERVICE SEAL DETAILF8

SCALE: N.T.S

SEAL ATTACHMENT DETAILB6

SCALE: N.T.S

STONE VENEER REPAIR NEW WORKF4

SCALE: 1"=1'-0"

OBSERVATION WALL CAP REPLACEMENTD1

SCALE: N.T.S

STONE VENEER REPAIR DEMO WORKF1

CO

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M. FITZPATRICK

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AutoCAD SHX Text

18" DIAMETER

AutoCAD SHX Text 12/30/2026

AutoCAD SHX Text 00404366

CONCRETE

BACKER ROD

SEALANT

AIR SPACE

PROVIDE SMOOTH

SURFACE ON

STONE FACE AT

AREA TO RECEIVE

SEALANT AND

BACKER ROD (TYP)

1/2"

M

IN1

CONCRETE

BACKER ROD

SEALANT

STONE

PROVIDE SMOOTH

SURFACE ON

STONE FACE AT

AREA TO RECEIVE

SEALANT AND

BACKER ROD (TYP)

STONE

VENEER

BACKER ROD

SEALANT

STONE

VENEER

M

IN1

1/2" 1/2"

B6

CONC TO CONC JOINT DETAIL

NTS

B8

STONE TO CAP JOINT DETAIL

NTS

CONCRETE

SECTION A'-A

N.T.S.

NICHE ID

ELEVATION

NTS

A'

A

NOTE:

CAST ALUMINUM LETTERS AND NUMBERING SHALL MATCH EXISTING . STAINLESS STEEL STUDS SHALL BE USED.

REFER TO CAP NUMBERING PLAN AND ELEVATIONS FOR COLUMNS AND ROW NUMBERING

COLUMBARIUM CAP

OR MARBLE SIDE

FILLER

1/2" (1.27CM) X 2" (1.27CM)

LONG STAINLESS STEEL

BOLT

EPOXIED INTO LIMESTONE

CAP OR MARBLE SIDE

FILLER CAST ALUMINUM PLAQUE,

LETTERING &

NUMBERING; ANCHORED

AS SHOWN

1/8"

1/2"3/8"∅

1/2" THICK x 2" ROUND CAST

ALUMINUM PLAQUE W/7/8"

TALL FONT TO MATCH

EXISTING ROW LABEL

LETTERING, AND COLUMN

NUMBERING, TYP.

IMPRINT TO BE

HORIZONTALLY BRUSHED

SATIN ALUMINUM.

INFILL COLOR TO BE VICTOR

STANLEY BRONZE W/ PEBBLE

FINISH.

1/8" PROJECTION STUD

MOUNTED.

/8

/8

1" 1/2" VARIES

/8

1/4"

VARIES. SEE CAP PLAN

CUT STONE CAP

BACKER ROD

SEALANT

CONTINUOUS DRIP

CHAMFERED

V-SHAPE GROOVE

ON ALL SIDESCONCRETE NICHE UNIT CONTINUOUS EPDM

FLASHING MEMBRANE

S.S. SHIMS OR

LEVELING GROUT

A'

A

8"

LIMESTONE IDENTIFICATION PANEL (TYP.)

WHERE SHOWN ON COLUMBARIUM

ELEVATIONS: FINISH & COLOR TO MATCH

CAP; PANEL TO BE CAST WITH 6" HEIGHT.

NUMBER (FONT TO MATCH EXISTING) AS

SHOWN ON ELEVATIONS; NUMBER TO BE

STAINED TO MATCH EXISTING.

NOTE: REFER TO CAP

NUMBERING PLAN AND

ELEVATIONS FOR WALL ID

PANEL NUMBERING

SECTION A-A'

3"

ETCH NUMBER

EXPANSION ANCHOR 1/4" X 2"

STAINLESS STEEL HILTI HIT ANCHOR

STONE ANCHOR 3/16" X 1-1/4" WIDE

STAINLESS STEEL "Z" ANCHOR WITH

STAINLESS STEEL EXPANSION

ANCHOR, LENGTH AS REQUIRED

STONE VENEER

CUT LIMESTONE

CAP (TYPICAL)

SEALANT COLOR

TO MATCH CAP1/4"1/2"

BACKER ROD

MASONRY WEEP VENT FLUSH WITH FACE

OF NICHE UNIT, SECURED EA. SIDE WITH

CAULK

3" WIDE CONTINUOUS STAINLESS STEEL

FLASHING PAN WITH EDGES TURNED UP

1/4" TO 3/8" -FULL WIDTH OF NICHE UNITS

CONTINUOUS EPDM MEMBRANE,

ACROSS LENGTH OF WALL

GROUT

1 5/8"3"

PRECAST COLUMBARIUM

NICHES (TYPICAL)

STAINLESS 304

STEEL ANCHORS

STONE VENEER

CONCRETE WALL

FOUNDATION

RECESSED LIMESTONE

COLUMBARIUM ID PANEL,

SEE D5/A-502

3/4" X 5 1/4"X LENGTH VARIES WHITE

MARBLE SIDE FILLER, TO MATCH NICHE

COVERS.

WHITE MARBLE NICHE COVER, SUPPLIED BY

GOVERNMENT AND INSTALLED BY

CONTRACTOR, SEE E1/ A-504

PRECAST CONCRETE NICHE UNIT

AIR SPACE

1/2" WIDE JOINT WITH

BACKER ROD AND SEALANT

ALIGN

1/2" WIDE JOINT WITH

BACKER ROD AND SEALANT

1/4" X 2" LONG STAINLESS STEEL ALL-

THREAD EPOXIED THRU MARBLE SIDE FILLER

PANEL AND INTO CONCRETE WALL. 2 - PER

PANEL TO BE LOCATED BEHIND THE CENTER

OF THE ROW LETTER MEDALLIONS.

HEMMED EDGE

VERTICAL CELL

VENT/WEEP@ 24" O.C.

PREFINISHED

S.S. FLASHING

CUT STONE

OPEN AIR CAVITY

HEMMED EDGE

O V

E R

L A

P

STAINLESS STEEL

FLASHING

REGLET SAW CUT

SEE CIVIL FOR GRADING

12" = 1'-0" B1

COLUMBARIUM LETTERING

6" = 1'-0" B7

CON TO STONE JOINT DETAIL

6" = 1'-0" D5

COLUMBARIUM WALL ID PANEL

6" = 1'-0" F1

CAP DRIP DETAIL

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

N/A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

07/01/2026

National Cemetery Administration

Design and Construction Service

JD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

Elgin, OK

N/A

U.S. Department of Veterans Affairs

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

Location

920CM3006

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

A-502

COLUMBARIUM DETAILS

SF IN

12" = 1'-0" D1

STONE CAP JOINT DETAIL

3" = 1'-0" F7

END WALL ENLARGED DETAIL

3" = 1'-0"

F5

FLASHING DETAIL

Revisions: Date:

9' - 1 1/2"

11 7/8" 1' - 0"

8' - 2"

1' - 0 3/4" 1' - 0"

4' - 1 1/2"

1' - 0 3/8" 1' - 0"

8' - 1 1/2"

1' - 0 3/4" 1' - 0" 7' - 1 1/2"

1' - 1" 1' - 0"

5' - 1 1/2"

1' - 0 3/4" 1' - 0"

9' - 1 1/2"

1' - 0 3/4" 1' - 0"

8' - 1 1/2"

/4

/2

/2

/2

1 1/2" 10 1/2" 1 1/2"

4' - 1 1/2"

/4

/2

/2

/2

1 1/2" 10 1/2" 1 1/2"

5' - 1 1/2"

/4

/2

/2

1 1/2" 10 1/2" 1 1/2"

/2

9' - 1 1/2"

/2

1 1/2" 10 1/2" 1 1/2"

/2

/2

8' - 1 1/2"

/2

/2

/2

1 1/2" 10 1/2" 1 1/2"

7' - 1 1/2"

/2

/2

/2

1 1/2" 10 1/2" 1 1/2"

6' - 1 1/2"

1' - 0 3/8" 1' - 0"

/2

/2

/2

1 1/2" 10 1/2" 1 1/2"

6' - 1 3/8"

1 1/2" 10 1/2" 1 1/2"

/2

/2

/2

7' - 1 1/2"

10 1/2" 1 1/2"

/2

/2

/2

1 1/2"

8' - 1 1/2"

8' - 1 1/2"

/4

1 1/2" 1 1/2"10 1/2"

/2

9' - 1 1/2"

/2

/2

7' - 1 3/8"

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

N/A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

07/01/2026

National Cemetery Administration

Design and Construction Service

JD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

Elgin, OK

N/A

U.S. Department of Veterans Affairs

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

Location

920CM3006

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

A-503

NICHE UNITS DETAILS

SF BP

3/4" = 1'-0" D4

4H X 9W NICHE UNIT

3/4" = 1'-0"

D2

4H X 8W NICHE UNIT

3/4" = 1'-0" D1

4H X 4W NICHE UNIT

3/4" = 1'-0" B6

3H X 8W NICHE UNIT

3/4" = 1'-0"

B4

3H X 7W NICHE UNIT

3/4" = 1'-0" B1

3H X 5W NICHE UNIT

3/4" = 1'-0"

B8

3H X 9W NICHE UNIT

3/4" = 1'-0" F2

4H X 8W NICHE UNIT

3/4" = 1'-0"

F1

4H X 4W NICHE UNIT

3/4" = 1'-0" C1

3H X 5W NICHE UNIT

3/4" = 1'-0"

C8

3H X 9W NICHE UNIT

3/4" = 1'-0" C6

3H X 8W NICHE UNIT

3/4" = 1'-0"

C4

3H X 7W NICHE UNIT

3/4" = 1'-0" B2

3H X 6W NICHE UNIT

3/4" = 1'-0" C2

3H X 6W NICHE UNIT

3/4" = 1'-0" F6

5H X 7W NICHE UNITS

3/4" = 1'-0"

F8

5H X 8W NICHE UNIT

3/4" = 1'-0" D8

5H X 8W NICHE UNIT

3/4" = 1'-0" F4

4H X 9W NICHE UNIT

3/4" = 1'-0" D6

5H X 7W NICHE UNIT

KEYNOTE LEGEND

TYPE

MARK KEYNOTE

1 PRECAST CONCRETE COLUMBARIUM

UNIT

2 RECESSED ANCHOR BOLTS

3 NICHE TOP WELD PLATES

4 REINFORCING PER MANUF. AND

SPECIFICATION REQUIREMENTS.

5 LIFTING INSERT PER MANUF. AND

SPECIFICATION REQUIREMENTS.

5 5 5 5 5

333 3

3 333 33

33 33 33 33 33

22 22

2 2

2 2 2 2 22 22

3 33 3

33 33 33

33 1

1 1 1 1

1 1 1

44444

TYP

3/16

PLAN DETAIL

4A -TOP

PLAN DETAIL

4B -SIDEWALL

6"9"

1 _ 2

6"

PREDRILLED

HOLE, TYP.

MARBLE

NOTE: MARBLE NICHE COVER GOVERNMENT FURNISHED

1_

3 _ 4

1_

1 _ 4

1 _ 4

1_

1_

1 _ 4

1_

1 _ 4

PLAN

3/8" JOINT

PRECAST CONCRETE

COLUMBARIUM UNIT

MARBLE NICHE COVER - TYP.

SEALANT COLOR TO MATCH

PRE-CAST COLUMBARIUM UNIT

COMPRESSED FOAM BACKER

ROD

BACKER ROD AND SEALANT

NICHE COVER

-1

/2

R E

A R

F R

O N

T -1

/2

2" 20" 3/4"

-3

/4

7/8"

7/8"

/8

/8

/8

NICHE

COVER

SEE DETAIL "A"

SEE DETAIL "B"

CAST IN PLACE

FASTENER HOLE

NICHE

CAST IN PLACE

FASTENER HOLE

NOTE: CONTRACTOR IS RESPONSIBLE TO ENSURE NO INTERFERENCE

BETWEEN ROSETTE BOLT AND CARRIAGE BOLT INSTALLATION

1_

" COVER

1_

5_

7_

7_

"1 5_ " 3_

3_

" 1 1_

1 _ 2

T O

IN

S

ID

E

N

IC

H E

F

R O

N T

1 _ 2

IN

S

ID

E

N

IC

H E

B

A C

K

3_

" OVERLAP

3 _ 4

C

O V

E R

3 _ 4

T Y

P

IC

A L G

A P

3 _ 8

O V

E R

L A

P

W/O COVERW/O COVER

WITH COVER

BOTTOM OF UNIT

(4) 3/8" ∅ HOLES

IN NICHE COVER

STAINLESS STEEL ROSETTE

STAINLESS STEEL TAMPER

PROOF TORX HEAD SCREW

WHITE NEOPRENE WASHER

NICHE COVER

STAINLESS STEEL BOLT & HEX

NUT 1/4"-20 UNC X 2 1/2" LONG

STAINLESS STEEL WASHER &

LOCKWASHER

PLASTIC SHIM WASHER

STAINLESS STEEL

WASHER

STAINLESS STEEL

CLIP ANGLE

STAINLESS STEEL

SPRING CLIP

STAINLESS STEEL TAMPER

PROOF TORX HEAD SCREW

STAINLESS STEEL

ROSETTE

WHITE NEOPRENE

WASHER

NICHE

1/4" DIA. HOLE CAST-IN-PLACE

3/4" DIA. NEOPRENE WASHER

3/8"

OVERLAP

(TYP)

MARBLE NICHE COVER

W/PRE-DRILLED 3/8" DIA.

HOLES TO ACCEPT

ROSETTE&

BOLT.

WHITE NEOPRENE WASHER

STAINLESS STEEL

ROSETTE

STAINLESS STEEL TAMPER

PROOF TORX HEAD SCREW

STAINLESS

STEEL

SPRING CLIP

STAINLESS STEEL

WASHER

& LOCKWASHER

NICHE

PLASTIC

SHIM

WASHER

STAINLESS STEEL

RECESSED CARRIAGE BOLT

& HEX NUT 1_

- 20 UNC X 2"

LONG

ALL EXPOSED CONCRETE (NICHE

FRONTS) SHALL BE GROUND OR

PATCHED SMOOTH; APPLY 2 COATS

SPECIFIED HIGH BOND SEALER TO

MATCH EXISTING

1/4" DIA. HOLE CAST-IN-PLACE3/8"

OVERLAP

(TYP)

1-1/4"

-1

/4

/4

/1

S L O

T

3/4" SLOT

ON ℄

7/8"

1-1/2"

5/16" SLOT

/4

S

L O

T O

N

1-1/2"

-1

/4

STAINLESS STEEL

THREADED

SPRING CLIP TO RECEIVE

TORX HEAD SCREW

1"∅

STAINLESS STEEL

TAMPER PROOF

TORX HEAD

SCREW

316 STAINLESS STEEL

ROSETTE BRUSHED

(MATTE) FINISH

WHITE

NEOPRENE

WASHER

STAINLESS STEEL

TORX HEAD BOLT

TAMPER PROOF

#10-24UNC X 1

BOLT LENGTH TO BE

CHOSEN THAT DOES NOT

INTERFERE WITH CARRIAGE

BOLT INSTALLATION

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

N/A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

7 8 9 10321 4 5 6

07/01/2026

National Cemetery Administration

Design and Construction Service

JD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

Elgin, OK

N/A

U.S. Department of Veterans Affairs

BID DOCUMENTS FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTSJD Engineering, PC 371 Zimmerman Lane

Hamilton, MT 59840

Phone: (406) 218 - 9980

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433

Location

920CM3006

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

A-504

NICHE DETAILS

Checker BP

3/4" = 1'-0" C1

TYPICAL WELD PLATE DETAILS

3" = 1'-0" E1

COLUMBARIUM NICHE COVER DETAIL

1 1/2" = 1'-0" F1

NICHE JOINT DETAIL

6" = 1'-0" D4

SECTION THRU NICHE

3" = 1'-0" F4

NICHE PLATE ASSEMBLY SEQUENCE

12" = 1'-0" B8

DETAIL A

12" = 1'-0" C8

DETAIL B

12" = 1'-0" E8

S.S. CLIP ANGLE ASSEMBLY

12" = 1'-0" F8

S.S. CLIP ASSEMBLY ISO & ROSETTE

FRAME TYPES

1-HM

1-AL

SINGLE

SC

H

ED

2"

2" SCHED 2"

F-WD

F-HM

1-F

(SINGLE FLUSH)

DOOR TYPES

3-HM

3-AL

DOUBLE

4"

2" SCHED 2"

AS SCHD AS SCHD

AS

S

C H

D

AS

S

C H

D

3-LV

(DOUBLE LOUVERED)

F-STL

LV-WD

LV-HM

LV-STL

1-STL 3-STL

ENTRY SLAB

EXPANSION JOINT

STOP STRIP

ALUMINIUM ABA

COMPLIANT THRESHOLD

DOOR AS SCHEDULED

HOLLOW METAL DOOR

FRAME

5/8" [16mm] GYPSUM

R-13 BATT INSULATION

BOARD

BOARD

REFER STRUCTURAL

WOOD HEADER,

5/8" [16mm] GYPSUM

"J" MOLD, TYPICAL

"J" MOLD, TYPICAL

SCHEDULED

DOOR FRAME

DOOR AS

HOLLOW METAL

"J" MOLD, TYPICAL

2" x 4" [51mm x 102mm]

WOOD STUDS @ 16"

[406mm] O.C.5/8" [16mm]

GYPSUM BOARD

5/8" [16mm] GYPSUM

BOARD

SOUND ATTENUATION

BATTS, AS SCHEDULED

2X4 BASEPLATE

SCHEDULED FLOOR

2X4 WOOD STUDS

2X4 TOP PLATES

SCHEDULED CEILING

UNDERSIDE OF

STRUCTURE

5/8" GWB

3/4" PLYWOOD

BACKERBOARD

TR

4" RUBBER BASE.

SEE DETAIL F3/A-601

3/4" PLYWOOD

BACKERBOARD

4"

1"NOM

2"NOM 2"NOM

1"

EXISTING STL LINTELS

STL FRAME GROUTED FULL

THIS HEADER DETAIL FOR

MASONRY OPENINGS OVER

5'-4" WIDE

VARIES EXISTING CMU WALL

REVERSE FRAME

AS REQD TO

ACCOMMODATE

DOOR SWING

DOOR

2"

1"NOM

2" 2"

1"

STL FRAME

VARIES

RETROFIT MASONRY

ANCHOR

GROUT JAMB FULL

EXISTING CMU WALL

RUNNER WHICHEVER IS LESS

8" OR 1/4 LENGTH OF THE END

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN.

MIN.

1/2"

2 1/4" X 7/8" X GA. GALV.

ANGLE W/ #8 SMS @ 16" O.C.

OR .145Ø SHOT PINS @ 16"

O.C. @ CONC. WALL 1-1/4"

MIN. EMBED

WIRE TIES

8 GA. HANGER WIRE

W/ 3 TURNS WITHIN

1-1/2" 8 GA. HANGER

WIRE W/ 3 TURN

WITHIN 1-1/2"

1 1/2" X 1.12 #/FT.

MIN. MAIN RUNNER

@ 4'-0" O.C. MAX.

WALL FINISH

GYP. BD.

(1) S-12 SMS @ EA. CHANNEL

TAPE ALL JOINTS AND FINISH AS SPECIFIED

7/8" 26 GA. MIN. HAT CHANNEL

8" MAX. OR 1/4 OF LENGTH OF THE END

RUNNER WHICHEVER IS LESS

PARTITION / STRUCTURAL

ELEMENT

EMBED @ CONC.

1 1/4" MIN

MIN.

1/2"

1 3/8" X 7/8" X GA. GALV.

ANGLE W/ ATTACHMENT TO

STRUCTURE NOT FINISH W/ (1)

#8 SMS @ 16"O.C. OR

SHOT .145 DIA PINS @ 16" O.C.

@ CONC. WALL 1 1/4" MIN.

EMBED.

8 GA. HANGER WIRE W/

3 TURNS WITHIN 1-1/2"

1 1/2" X 1.12 #/FT. MIN.,

MAIN RUNNER @ 4'- 0"

O.C. MAX.

(1) S-12 SMS @ EA. CHANNEL

7/8" 26 GA. MIN HAT

CHANNEL

GYP. BD.

WALL FINISH

TAPE ALL JOINTS AND FINISH AS SPECIFIED

M

AX

1/ 2"

WALL FACE: SEE PLANS FOR

PARTITION TYPE

FINISH FLOORING

4" COVED RUBBER BASE

CONCRETE SLAB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

SF DH

DOORS, ROOM FINISH SCHEDULES

AND DETAILS

A-601

Door Schedule

Building Name

To Room:

Name

Door

Type

Door Frame Hardware

CommentsMark Size

Material Finish Material Type Finish Head Jamb Sill Set No.Width Height Thickness

Committal Shelter Storage 001 6' - 0" 7' - 0" 0' - 1 3/4" STL P STL 3-STL P S-1 HW-E63-LV

NTS

SILL S-1 DETAILF1

3" = 1'-0"

DOOR JAMB DETAIL - INTERIORC33" = 1'-0"

DOOR HEAD DETAIL - INTERIORC1

Admin-Maint Building

TR 101 3' - 0" 8' - 0" 0' - 1 3/4" WD P HM 1-HM P - HW-51-F C1/A-601 C3/A-601

DIMENSIONS TO BE FIELD VERIFIED. DOORS

TO BE REPLACED FOR BOTH SHELTERS

E1/A-601 E3/A-601

3" = 1'-0"

WALL TYPE- P01B5

ROOM FINISH SCHEDULE

Name Number Floor Finish Base Finish Wall Finish Ceiling Finish Comments

TR 101A SDT RB P-1 P-1/GYP

ROOM FINISH LEGEND

SDT - STATIC DISSIPATIVE VINYL TILE

RB - RUBBER BASE

P - PAINT

P/GYP- PAINTED GYPSUM BOARD CEILING

SEE 09 06 00 FOR FINISHES

SPECIFICATIONS

3" = 1'-0"

DOOR JAMB DETAIL - CMUE33" = 1'-0"

DOOR HEAD DETAIL - CMUE1

P-1 - HIGH GLOSS WHITE PAINT

HONOR GUARD 101 EXT EXT P-2 EXT P-2 - MATCH EXISTING PAINT

N.T.S

GYP PERIMETER PARALLEL TO MAIN RUNNERD5 N.T.S

GYP PERIMETER PERPENDICULAR TO MAIN RUNNERD7

N.T.S

ROOM SIGNAGE EXAMPLEB7

00404366CO

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NTS

BASE DETAILF3

KEY AND CORE SYSTEM SHALL MATCH

EXISTING.

12/30/2026

W4

EX

IS

TI

N

G

1' -9

5'

-5

3'-4"

6"

3'-4"

W5

EX

IS

TI

N

G

4' -1

0" 2'

-4

2'-4"

W7

FINISH FLOOR2'

-1

0"

EX

IS

TI

N

G

4'-0"

WINDOW TYPES

W1

EX

IS

TI

N

G 5'-9"

2'-8" 5"

2'-8" 2'

-6

5' -9

2" 2" 2"2"

4' -4

EX

IS

TI

N

G

2' -6

4'

-9

3'-4"

EX

IS

TI

N

G

1' -9

/4

3'-9"

W8 W10W6

EX

IS

TI

N

G

4' -1

0" 2'

-4

4'-6"

15lb. BUILDING PAPER

ALUMINUM

INSULATING GLASS

WINDOW WITH 1" [25mm]

METAL FLASHING

1/2" PLYWOOD

ALUMINUM TRIM COIL EXISTING HEADER

EXISTING GYPSUM BOARD

PAINTED 3/4"

FILL WITH FIBERGLASS

SEALANT WITH BACKER

INSULATION

PRIME FJ PINE WOOD TRIM

SEALANT WITH BACKER

ROD

ROD, TYPICAL

WITH DRIP EDGE

STONE VENEER

ALUMINUM TRIM COIL

ALUMINUM SILL

PRIME FJ PINE WOOD TRIM

WOOD REVEAL

SEALANT WITH BACKER ROD

PAINTED 3/4" [19mm]

FILL WITH FIBERGLASS

INSULATION

INSULATING GLASS

WINDOW WITH 1" [25mm]

ALUMINUM

EXISTING GYPSUM BOARD

EXISTING INSULATION

EXISTING WOOD STUDS

15lb. BUILDING PAPER

1/2" [13mm] PLYWOOD

DOUBLE STUDS AT

JAMBS - EXISTING

SLOPE

EXISTING R-19 BATT INSULATION

EXISTING 5/8" [16mm] GYPSUM

1/2" [13mm] PLYWOOD

SILL, TYPICAL

PAINTED 3/4" [19mm]

FILL WITH FIBERGLASS

EXISTING DOUBLE STUDS AT

INSULATION

GALVANIZED METAL

FLASHING

24" [609mm] O.C.

WEEP HOLES AT

CONCRETE MASONRY

ALUMINUM WINDOW WITH

EXISTING PRE CAST

ALUMINUM SUB SILL

ALUMINUM PANNING

1" [25mm] INSULATING GLASS

TRIM BEYOND

METAL FLASHING

BOARD

"J" MOLD, TYPICAL

TRIM SCRIBE TO WINDOW

1 1/4" [32mm] WOOD

FILL WITH FIBERGLASS

EXISTING 2" x 6" [51mm x 152mm] WITH 1/2" [13mm] PLYWOOD

INSULATION

FLITCH PLATE IN-BETWEEN

ALUMINUM

WINDOW WITH 1" [25mm]

INSULATING GLASS

R O

U G

H O

PE

N

IN

G

U N

IT

W

ID

TH

0.

R O

U G

H O

PE

N

IN

G

U N

IT

W

ID

TH

6.

0.

ALUMINUM PANNING

TRIM

WOOD REVEAL

PRIME FJ PINE WOOD TRIM

3/4" [19mm] PLYWOOD

3/4" [19mm] PLYWOOD

PAINTED 3/4" [19mm]

PRIME FJ PINE WOOD TRIM

WOOD REVEAL

WOOD REVEAL

BELT COURSE

EXISTING INSULATION

WINDOW WITH 1" [25mm]

INSULATING GLASS

3/4" [19mm] PLYWOOD

ALUMINUM

DRIP FLASHING

PAINTED 3/4" [19mm]

FILL WITH FIBERGLASS SEALANT WITHINSULATION

WOOD TRIM

EXISTING 6" [152mm]

EXISTING GYPSUM

BOARD

GALVANIZED METAL

FLASHING

BACKER ROD

ROD

SEALANT WITH BACKER

BOARD

WOOD TRIM

PAINTED 3/4" [63mm]

5/8" [16mm] GYPSUMEXISTING INSULATION

EXISTING CMU WALL

EXISTING GYPSUM

BOARD

EXISTING STONE VENEER

3/4" [19mm] PLYWOOD

ALUMINUM

INSULATING GLASS

WINDOW WITH 1" [25mm]

1"

3/4"

ALUMINUM

INSULATING GLASS

WINDOW WITH 1" [25mm]

SEALANT WITH

BACKER ROD

EXISTING CMU WALL

PAINTED 3/4" [63mm]

WOOD TRIM

BOARD

EXISTING GYPSUM

STONE VENEER

PRE CAST CONCRETE

MASONRY BELT COURSE

WEEP HOLES AT

24" [609mm] O.C.

FLASHING WITH

GALVANIZED METAL

DRIP EDGE

PLYWOOD SUB SILL

EXISTING WOOD STUDS

TOP OF SILL

2'-6" [762mm]

0.75

EXISTING WOOD STUDS

PREFINISHED ALUM.

SUB SILL

3.5" 1.5"

STONE ANCHOR

SEALANT WITH BACKER

ROD, TYPICAL

STONE VENEER

STEEL ANGLE

STONE, (BEYOND)

EXISTING GYPSUM

BOARD

3/4" [19mm] PLYWOOD

GALVANIZED METAL

FLASHING

ALUMINUM TRIM COIL

ALUMINUM TRIM COIL

CMU BOND BEAM

ALUMINUM

INSULATING GLASS

WINDOW WITH 1" [25mm]

EXISTING HEADER

EXISTING GYPSUM BOARD

PAINTED 3/4"

FILL WITH FIBERGLASS

SEALANT WITH BACKER

INSULATION

PRIME FJ PINE WOOD TRIM

ROD, TYPICAL

WOOD REVEAL

3/4" [19mm] PLYWOOD

GALVANIZED METAL

FLASHING

ALUMINUM TRIM COIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

SF JP

WINDOWS SCHEDULE AND DETAILS

A-602

3" = 1'-0"

HEAD DETAIL.D1 3" = 1'-0"

JAMB DETAIL.D3

Window Schedule Type Mark

Size Type Material Finish

Detail Glazing Head Height CommentsWidth Height Head Jamb Sill Thickness Type

W1 2' - 8" 5' - 9"" B8/A-602 D3/A-602 D6/A-602 8' - 3" W4 3' - 4" 5' - 5" 7' - 0" W5 2' - 4" 2' - 4" 9' - 0"

W7 4' - 0" 4' - 4" 7' - 0"

3" = 1'-0"

SILL DETAIL.D6 3" = 1'-0"

MULLION DETAIL.D9

D1/A-602 D3/A-602 D6/A-602 D1/A-602 D3/A-602 D6/A-602

D1/A-602 D3/A-602 D6/A-602

ALUMINUMDOUBLE HUNG

AWNING

FIXED

SLIDING

ALUMINUM

ALUMINUM

ALUMINUM

INSULATED MATCH EXISTING1"

1" 1"

1"

3" = 1'-0"

HEAD @ SOFFIT DETAIL.F1 3" = 1'-0"

JAMB DETAIL.F5 3" = 1'-0"

SILL DETAIL.F8

W8 W10

3' - 4" 4' - 9" DOUBLE HUNG

3' - 9" 1' - 9 3/4" AWNING

ALUMINUM

ALUMINUM

F1/A-602 F5/A-602 F8/A-602 F7/A-602 F5/A-602 F8/A-602

7' - 3" 7' - 3"

1" 1"

3" = 1'-0"

HEAD - LINTEL DETAILF7

3" = 1'-0"

HEAD @ SOFIT DETAIL.B8

ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING

Insect Screening

Screen Mesh

Screen Mesh

Screen Mesh Screen Mesh Screen Mesh

HIGH PERFORMANCE COATING SYSTEM

HIGH PERFORMANCE COATING SYSTEM

HIGH PERFORMANCE COATING SYSTEM

HIGH PERFORMANCE COATING SYSTEM

HIGH PERFORMANCE COATING SYSTEM

HIGH PERFORMANCE COATING SYSTEM

COUNT

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ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING

ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING

INSULATED MATCH EXISTING

INSULATED MATCH EXISTING

INSULATED MATCH EXISTING

INSULATED MATCH EXISTING

INSULATED MATCH EXISTING

W6 4' - 6" 2' - 4" AWNING 9' - 0"D1/A-602 D3/A-602 D6/A-602ALUMINUM 1" Screen MeshHIGH PERFORMANCE COATING SYSTEM 2INSULATED MATCH EXISTING ALL DIMENSIONS TO BE FIELD VERIFIED. WINDOWS STYLES, OPERATIONS, GLAZING AND FINISHES TO MATCH EXISTING

12/30/2026

GENERAL NOTES

I. GENERAL CONDITIONS

A. DESIGN LOADS ARE AS FOLLOWS:

DESIGN WIND PRESSURE: P = (Ce)(Cq)(qs)(I)

EXPOSURE COEFFICIENT: EXPOSURE "C"

Ce = 1.06 (0-15 FT.)

PRESSURE COEFFICIENT:

Cq = 1.2 WALLS (INWARD AND OUTWARD)

STAGNATION PRESSURE: 80 MPH

qs = 16.4 PSF

IMPORTANCE FACTOR:

I = 1.0

B. STRUCTURE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING

CODE, 2024 EDITION.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF

CONSTRUCTION.

D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER

TRADES PRIOR TO FABRICATION AND INSTALLATION

OF MATERIALS.

E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION,

FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL

REPORT DISCREPANCIES IMMEDIATELY TO COR AND SHALL PROCEED

WITH CONSTRUCTION ONLY AFTER DISCREPANCY HAS BEEN RESOLVED.

F. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE

DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN

IN THE DETAILS

G. CONTRACTOR SHALL REVIEW ARCHITECTURAL SHEETS FOR

MISCELLANEOUS STEEL.

II. SITE

III. CONCRETE (SEE SPEC SECTION 03 30 53)

A. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT

28 DAYS.

B. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED

OTHERWISE.

C. LAP ALL REINFORCING SPLICES 30 BAR DIAMETERS WITH 24" MINIMUM

UNLESS NOTED OTHERWISE.

D. PROVIDE CORNER BARS WITH 30 BAR DIAMETER LAP TO MATCH HORIZONTAL

REINFORCEMENT AT ALL GRADE BEAM AND WALL INTERSECTIONS. 2'-0" LAP

MINIMUM.

E. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST

ACI DETAILING MANUAL.

F. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND

EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT.

A. PLACEMENT OF FILL SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT

BY TERRACON, PROJECT NO. 03255051, DATED DECEMBER 5, 2025 AND SPEC SECTION 31 20 11.

SEIMIC ZONE 2A

Z = 0.15

SOIL PROFILE TYPE SD.

SOIL BEARING PRESSURE: 1,500 PSF

G. CEMENT SHALL BE TYPE V SULFATE RESISTANT.

G. CONCRETE SHALL HAVE 3" MAX SLUMP.

B. ALL FOOTINGS ARE TO BE INSTALLED ON 9" ODOT TYPE 'A' AGGREGATE BASE OVER

TENSAR TRIAX GEOGRID (TX7) OR EQUAL OVER 8 OZ/SY NONWOVEN GEOTEXTILE FILTER FABRIC.

14'-6" 10'-0" 56'-10 3/4" 36'-7 1/2"

'-6

'-0

'-1

/1 6"

'-7

/2

37'-0 9/16" 27'-10 3/8"29'-5 5/16"

'-5

/1

6"

'-0

10'-0" 3'-2"

'-0

3'

-2

F3 A-301

F3 A-301

F3 A-301

F3 A-301

F8 A-301

F8 A-301

F8 A-301

F8 A-301

F1 A-301

F1 A-301

F1 A-301

F6 A-301

F6 A-301

F1 A-301

2' -2

4' -2

F3 A-301

2'-2"

4'-2"

4' -2

2' -2

3'

-2

4'-2"

3'-2" 2'-2"

4' -0

3'

-0

5' -0

5'-0"

3'-0" 4'-0"

3 2

2 1

0 5'

3/16 INCH = 1 FOOT

10'1'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

DHSF

S-101

COLUMBARIUM C FOUNDATION

PLAN

KEYED NOTESKEYED NOTES

1. CAST IN PLACE CONCRETE STEM WALL UNDER NICHES

UNITS

2. CAST IN PLACE CONCRETE FOUNDATION

3. 1 FOOT DEPTH CAST IN PLACE CONTINUOUS CONCRETE

FOOTING

4. CAST IN PLACE CONCRETE COLUMN

CO

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AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

FOUNDATION PLAN SECTION C

AutoCAD SHX Text F3

AutoCAD SHX Text 12/30/2026

GENERAL NOTES

I. GENERAL CONDITIONS

A. DESIGN LOADS ARE AS FOLLOWS:

DESIGN WIND PRESSURE: P = (Ce)(Cq)(qs)(I)

EXPOSURE COEFFICIENT: EXPOSURE "C"

Ce = 1.06 (0-15 FT.)

PRESSURE COEFFICIENT:

Cq = 1.2 WALLS (INWARD AND OUTWARD)

STAGNATION PRESSURE: 80 MPH

qs = 16.4 PSF

IMPORTANCE FACTOR:

I = 1.0

B. STRUCTURE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING

CODE, 2024 EDITION.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF

CONSTRUCTION.

D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER

TRADES PRIOR TO FABRICATION AND INSTALLATION

OF MATERIALS.

E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION,

FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL

REPORT DISCREPANCIES IMMEDIATELY TO COR AND SHALL PROCEED

WITH CONSTRUCTION ONLY AFTER DISCREPANCY HAS BEEN RESOLVED.

F. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE

DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN

IN THE DETAILS

G. CONTRACTOR SHALL REVIEW ARCHITECTURAL SHEETS FOR

MISCELLANEOUS STEEL.

II. SITE

III. CONCRETE (SEE SPEC SECTION 03 30 53)

A. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT

28 DAYS.

B. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED

OTHERWISE.

C. LAP ALL REINFORCING SPLICES 30 BAR DIAMETERS WITH 24" MINIMUM

UNLESS NOTED OTHERWISE.

D. PROVIDE CORNER BARS WITH 30 BAR DIAMETER LAP TO MATCH HORIZONTAL

REINFORCEMENT AT ALL GRADE BEAM AND WALL INTERSECTIONS. 2'-0" LAP

MINIMUM.

E. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST

ACI DETAILING MANUAL.

F. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND

EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT.

A. PLACEMENT OF FILL SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT

BY TERRACON, PROJECT NO. 03255051, DATED DECEMBER 5, 2025 AND SPEC SECTION 31 20 11.

SEIMIC ZONE 2A

Z = 0.15

SOIL PROFILE TYPE SD.

SOIL BEARING PRESSURE: 1,500 PSF

G. CEMENT SHALL BE TYPE V SULFATE RESISTANT.

G. CONCRETE SHALL HAVE 3" MAX SLUMP.

B. ALL FOOTINGS ARE TO BE INSTALLED ON 9" ODOT TYPE 'A' AGGREGATE BASE OVER

4' -0

37'-3"

3'-0"

'-1

3/

8"

37'-3 1/2"

'-1

7/

8"

'-5

/8

4'-0"10'-1 5/8"31'-0"29'-9 7/8"

'-0

/8

'-8

/8

'-1

1/

8"

4' -0

3' -0

5' -0

F4 A-302

F8 A-302

F8 A-302

F8 A-302

F4 A-302

F4 A-302

3'-0"

5'-0"

F8 A-301

F6 A-301

F8 A-301

F6 A-301

F8 A-301

F8 A-301

F6 A-301

3' -0

5' -0

5'-0"

4'-0"

3 2

0 5'

3/16 INCH = 1 FOOT

10'1'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

DHSF

COLUMBARIUM E FOUNDATION

PLAN

S-102

KEYED NOTESKEYED NOTES

1. CAST IN PLACE CONCRETE STEM WALL UNDER NICHES

UNITS

2. CAST IN PLACE CONCRETE FOUNDATION

3. 1 FOOT DEPTH CAST IN PLACE CONTINUOUS CONCRETE

FOOTING

4. CAST IN PLACE CONCRETE COLUMN

CO

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

FOUNDATION PLAN SECTION E

AutoCAD SHX Text F3

AutoCAD SHX Text 12/30/2026

4'-0"

'-3

3' -0

27'-10 3/8"

'-3

/2

70'-10 7/8" 37'-5 1/8"

4' -0

'-1

/8

'-0

'-9

/8

10'-0 1/8"29'-8 3/8"36'-10 1/8"

4'-0"

GENERAL NOTES

I. GENERAL CONDITIONS

A. DESIGN LOADS ARE AS FOLLOWS:

DESIGN WIND PRESSURE: P = (Ce)(Cq)(qs)(I)

EXPOSURE COEFFICIENT: EXPOSURE "C"

Ce = 1.06 (0-15 FT.)

PRESSURE COEFFICIENT:

Cq = 1.2 WALLS (INWARD AND OUTWARD)

STAGNATION PRESSURE: 80 MPH

qs = 16.4 PSF

IMPORTANCE FACTOR:

I = 1.0

B. STRUCTURE DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING

CODE, 2024 EDITION.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO START OF

CONSTRUCTION.

D. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF OTHER

TRADES PRIOR TO FABRICATION AND INSTALLATION

OF MATERIALS.

E. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF

ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO FABRICATION,

FORMING, OR PLACEMENT OF MATERIALS. GENERAL CONTRACTOR SHALL

REPORT DISCREPANCIES IMMEDIATELY TO COR AND SHALL PROCEED

WITH CONSTRUCTION ONLY AFTER DISCREPANCY HAS BEEN RESOLVED.

F. THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE

DRAWINGS IN ALL AREAS WHERE CONDITIONS ARE SIMILAR TO THOSE SHOWN

IN THE DETAILS

G. CONTRACTOR SHALL REVIEW ARCHITECTURAL SHEETS FOR

MISCELLANEOUS STEEL.

II. SITE

III. CONCRETE (SEE SPEC SECTION 03 30 53)

A. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI AT

28 DAYS.

B. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60 UNLESS NOTED

OTHERWISE.

C. LAP ALL REINFORCING SPLICES 30 BAR DIAMETERS WITH 24" MINIMUM

UNLESS NOTED OTHERWISE.

D. PROVIDE CORNER BARS WITH 30 BAR DIAMETER LAP TO MATCH HORIZONTAL

REINFORCEMENT AT ALL GRADE BEAM AND WALL INTERSECTIONS. 2'-0" LAP

MINIMUM.

E. ALL REINFORCEMENT SHALL BE DETAILED IN ACCORDANCE WITH THE LATEST

ACI DETAILING MANUAL.

F. CONTRACTOR SHALL COORDINATE ALL PENETRATIONS, CONDUIT, CHAMFERS AND

EMBEDDED ITEMS PRIOR TO CONCRETE PLACEMENT.

A. PLACEMENT OF FILL SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT

BY TERRACON, PROJECT NO. 03255051, DATED DECEMBER 5, 2025 AND SPEC SECTION 31 20 11.

SEIMIC ZONE 2A

Z = 0.15

SOIL PROFILE TYPE SD.

SOIL BEARING PRESSURE: 1,500 PSF

G. CEMENT SHALL BE TYPE V SULFATE RESISTANT.

G. CONCRETE SHALL HAVE 3" MAX SLUMP.

B. ALL FOOTINGS ARE TO BE INSTALLED ON 9" ODOT TYPE 'A' AGGREGATE BASE OVER

TENSAR TRIAX GEOGRID (TX7) OR EQUAL OVER 8 OZ/SY NONWOVEN GEOTEXTILE FILTER FABRIC.

3'-0"

5'-0"

F4 A-302

F8 A-302

F8 A-302

F8 A-302

F4 A-302

F4 A-302

3' -0

5' -0

F8 A-301

F6 A-301

F8 A-301

F6 A-301

F8 A-301

F8 A-301

F6 A-301

3'-0"

5'-0"

5' -0

4' -0

3 2

0 5'

3/16 INCH = 1 FOOT

10'1'

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

No. 44593

PROFESSIONAL

REGISTERED

JORDAN D. VANDERMEE

RENGINEER

DHSF

COLUMBARIUM H FOUNDATION

PLAN

S-103

KEYED NOTESKEYED NOTES

1. CAST IN PLACE CONCRETE STEM WALL UNDER NICHES

UNITS

2. CAST IN PLACE CONCRETE FOUNDATION

3. 1 FOOT DEPTH CAST IN PLACE CONTINUOUS CONCRETE

FOOTING

4. CAST IN PLACE CONCRETE COLUMN

CO

LO

RADO L ICENSED

ARCH I T ECT

SE

AN

M. FITZPATRICK

07/01/26

AutoCAD SHX Text

SCALE: 3/16" = 1'-0"

AutoCAD SHX Text

FOUNDATION PLAN SECTION H

AutoCAD SHX Text F3

AutoCAD SHX Text 12/30/2026

ABBREVIATIONS

DUCTWORK SYMBOLS

ACU

AFF

AD

AHU

AL

BHP

BOD

BTU

BOP

BTUH

CA

CFM

CD

CONT.

COR

CU

D

DX

ENT

EXH

EMCS

FB

°F

FCU

F.G.

FD

FLEX

FPM

FS

FT.

FT

GPM

GPH

HB

HD

IN

HEPA

IU

KW

KWH

MA

MCC

NA

NO.

NIC

OBD

OA

PRV

PSIG

QTY

QUAD

Rh R.A.

RS

RL

ST

SP

RPM

SCD

SDVV

TOPT

TP

TYP.

V

VAC

VAV

VTR

VEL

QUANTITY

QUADRANT

RETURN AIR

REVOLUTIONS PER MINUTE

RELATIVE HUMIDITY

REFRIGERATION LIQUID

REFRIGERATION SUCTION

SMOKE CONTROL DAMPER

SINGLE DUCT VARIABLE VOLUME

STATIC PRESSURE (INCHES OF WATER)

SOUND TRAP

SIDEWALL SUPPLY REGISTER

TOP OF PIPE TRAPEZE

TOTAL PRESSURE (INCHES OF WATER)

TYPICAL

VOLTS

24"x12"

VOLTS, ALTERNATING CURRENT

VARIABLE AIR VOLUME

VENT THRU ROOF

VELOCITY

24"/12"

12"Ø

SD

24x12

12"Ø

24x12Ø

SD

EQUIPMENT SYMBOLS

DUCT MOUNTED SMOKE DETECTOR

XX-##

DUCT MOUNTED STATIC PRESSURE PROBE

ACCESS DOOR

SIDEWALL GRILLE DIMENSION WHERE

SHOWN ON PLANS

T

H

CO2

SEE CONTROL DRAWINGS FOR TYPE

ROOM THERMOSTAT/TEMP. TRANSMITTER LOCATION ONLY

ROOM HUMIDISTAT/HUMIDITY TRANSMITTER LOCATION ONLY

SEE CONTROL DRAWINGS FOR TYPE

ROOM CARBON DIOXIDE TRANSMITTER LOCATION ONLY

SEE CONTROL DRAWINGS FOR TYPE

##x##

XX-#

SYMBOL INDICATES GRILLE OR DIFFUSER

IDENTIFIED IN EQUIPMENT SCHEDULE

CFM

F. SEE SPECIFICATION SECTION 230593, TESTING, ADJUSTING, & BALANCING OR

MECHANICAL SYSTEMS FOR ADDITIONAL DESCRIPTION AND REQUIREMENTS.

G. ALL TEST AND MEASUREMENT TRAVERSE LOCATIONS SHALL BE CLEARLY NOTED ON

FLOOR PLANS WHICH SHALL BE INCLUDED WITH THE TEST AND MEASUREMENT DATA.

H. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES

INCLUDING MECHANICAL, PLUMBING, ELECTRICAL, FURNITURE, AND ARCHITECTURAL.

ANY DISCREPANCIES SHALL BE REPORTED IMMEDIATELY TO THE ARCHITECT PRIOR

TO START OF WORK.

I. ALL NEW TO EXISTING DUCT CONNECTIONS SHALL BE FIELD VERIFIED PRIOR TO

ORDERING AND FABRICATING NEW DUCTWORK OR DAMPERS

LETTERS REFER TO THE EQUIPMENT TYPE

NUMBERS REFER TO SPECIFIC EQUIPMENT

SYMBOL INDICATES EQUIPMENT IDENTIFIED

IN EQUIPMENT SCHEDULE

DUCT TRANSITION FROM RECTANGULAR TO ROUND

DUCT TRANSITION

INDICATES A 24"x12" RECTANGULAR DUCT (WIDTH x DEPTH)

INDICATES A 12" ROUND DUCT

INDICATES A 24"x12" FLAT OVAL DUCT (WIDTH x DEPTH)

DOWN DIRECTION PITCH

DIRECTION OF FLOW

DEMO

EXISTING

DETAIL NUMBER LOCATION

SECTION LETTER LOCATION A1

A1

SCALE

SECTION

A. THE DEMOLITION DRAWINGS REFLECT INFORMATION ON EXISTING BUILDING

SERVICES GATHERED BY SITE INSPECTION, DISCUSSIONS WITH MAINTENANCE

PERSONNEL AND PREVIOUS CONSTRUCTION DRAWINGS. THE EXACT LOCATION,

ARRANGEMENT, AND SIZES OF PIPE LINES AND DUCTWORK IN THE EXISTING BUILDING

MAY BE DIFFERENT FROM THAT SHOWN ON THESE DRAWINGS.

SCALE

DETAIL

B. THE CONTRACTOR SHALL COORDINATE THE SHUTDOWN OF EXISTING BUILDING

SERVICES FOR REMOVAL WITH OWNER AUTHORIZED REPRESENTATIVE AND SHALL

CONFORM TO THEIR REQUIREMENTS.

C. DISRUPTION OF NORMAL FACILITY ACTIVITIES ARE TO BE KEPT TO AN ABSOLUTE

MINIMUM. DUST, DEBRIS, AND FUMES SHALL BE CONTROLLED SO AS NOT TO AFFECT

THE HEALTH AND SAFETY OF OCCUPIED AREAS WITHIN THE FACILITY WHICH ARE

OUTSIDE THE AREA OF WORK. COORDINATE WITH THE ARCHITECT AND THE

OWNER'S REPRESENTATIVE WITH REGARD TO ALL ACTIVITIES TO BE CONDUCTED

OUTSIDE OF THE SUITE REMODEL AREA WHICH MAY AFFECT THE OPERATION OF THE

FACILITY.

D. THE CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION (MAINTAIN WORK ZONE

AT NEGATIVE PRESSURE), FILTRATION, AIR PURIFIERS, DUST SCREENS, ETC. FOR ALL

WORK AREAS AFFECTED BY DEMOLITION FOR NEW INSTALLATION TO MINIMIZE DUST

AND FUMES.

E. THE CONTRACTOR SHALL PRESENT AN AREA BY AREA WORK PLAN WELL IN ADVANCE

TO THE ARCHITECT AND THE OWNER'S AUTHORIZED REPRESENTATIVE FOR

APPROVAL PRIOR TO BEGINNING WORK. THE WORK PLAN SHALL INCLUDE AN

OUTLINE OF ALL ACTIVITIES OF ALL SUBCONTRACTORS. THE CONTRACTOR SHALL

COORDINATE WITH THE OWNER'S AUTHORIZED REPRESENTATIVE TO ESTABLISH

ACCEPTABLE ROUTING AND ACCESS WITHIN THE FACILITY FOR MATERIALS REQUIRED

FOR THE NEW INSTALLATION.

SIDEWALL EXHAUST OR RETURN AIR GRILLE

OR REGISTER

CEILING RETURN AIR REGISTER OR GRILLE

CEILING EXHAUST REGISTER

ENTERING

EXHAUST

ENERGY MANAGEMENT CONTROL SYSTEM

DEGREES FAHRENHEIT

FLAT BOTTOM

FLOOR DRAIN

FAN COIL UNIT

FILTER GAUGE

FLEXIBLE

FEET PER MINUTE

FLOOR SINK

FEET

FLAT TOP

GALLONS PER MINUTE

GALLONS PER HOUR

HOSE BIBB

HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HAND DAMPER (VOLUME DAMPER)

INCHES

INDOOR UNIT

KILOWATT

MAIN AIR (CONTROLS)

KILOWATT HOUR

MOTOR CONTROL CENTER

NUMBER (QUANTITY)

NOT IN CONTRACT

NOT APPLICABLE

OPPOSED BLADE DAMPER

OUTSIDE AIR

PRESSURE REDUCING VALVE

POUNDS PER SQUARE INCH GAGE

PERFORATED FACE CEILING DIFFUSERS

HWS

HWR

CHS

CHR

STAMPED FACE CEILING DIFFUSERS

V

D

CD

MU

RS

RL

R

TWS

TWR

TWB

MPS

HPS

LPS

HPR

HPR

LPR

CND

PC

GWS

GWR

HEATING WATER RETURN

HEATING WATER SUPPLY

CHILLED WATER SUPPLY

CHILLED WATER RETURN

DRAIN

CONDENSATE DRAIN

MAKE-UP WATER

VENT

REFRIGERATION LIQUID

REFRIGERATION SUCTION

REFRIGERATION

TOWER WATER BYPASS

TOWER WATER RETURN

TOWER WATER RETURN

STEAM - HIGH PRESSURE SUPPLY

STEAM - HIGH PRESSURE RETURN

STEAM - MEDIUM PRESSURE SUPPLY

STEAM - LOW PRESSURE SUPPLY

CONDENSER WATER

PUMPED CONDENSATE

GEOTHERMAL SUPPLY

GEOTHERMAL RETURN

SECTION AND DETAIL TITLES

STEAM - MEDIUM PRESSURE RETURN

STEAM - LOW PRESSURE RETURN

DRAWING NUMBER WHERE DETAILED

SECTION LOCATION

DETAIL SYMBOL

DETAIL LOCATION

DRAWING NUMBER WHERE DETAILED

X#/X###

M301 A1

SECTION SYMBOL

B

M

RETURN DUCT

PIPING SYMBOLS

EXHAUST DUCT

MECHANICAL PIPING

SUPPLY DUCT

EXISTING DUCT TO BE REMOVED

FLEXIBLE CONNECTION

RISE IN DUCT

VANED ELBOW (PROVIDE ALL SQUARE OR

RECTANGULAR ELBOWS WITH VANES

EXCEPT TRANSFER AIR SOUND ELBOW)

SHORT RADIUS ELBOW (PROVIDE ALL

SQUARE OR RECTANGULAR ELBOWS WITH

VANES EXCEPT TRANSFER AIR SOUND

ELBOW)

STANDARD LONG RADIUS ELBOW

3/4" BALL VALVE WITH ADAPTER

TO 3/4" HOSE THREAD

DIAPHRAGM VALVE

BUTTERFLY VALVE

BALL VALVE

VALVE IN RISE

WATER FLOW MEASURING DEVICE

CIRCUIT SETTER

F

S

SOLENOID VALVE

POINT OF CONNECTION, NEW DUCT TO EXISTING DUCT

OR / POINT OF REMOVAL FROM EXISTING DUCT TO DEMO DUCT

AIR CONDITIONING UNIT

ABOVE FINISHED FLOOR

ACCESS DOOR

AIR HANDLING UNIT

ACOUSTIC LINING

BRAKE HORSEPOWER

BOTTOM OF DUCT

BOTTOM OF PIPE

BTU PER HOUR

BRITISH THERMAL UNIT

COMPRESSED AIR

CUBIC FEET PER MINUTE

CONDENSATE DRAIN

CONTINUATION

CONTRACTING OFFICER'S REPRESENTATIVE

CONDENSING UNIT

DRAIN

DIRECT EXPANSION

S.DPR

F.DPR

F/S DPR

COMBINATION FIRE/SMOKE DAMPER

PRESSURE REDUCING VALVE

2HR. SMOKE BARRIER

SMOKE BARRIER

2HR. FIRE BARRIER

1 HR. FIRE BARRIER

M

VERIFY WITH

ARCHITECTURAL

DRAWINGS

M

3-WAY

MODULATING

CONTROL VALVE

A

2-WAY CONTROL VALVE

SAFETY VALVE OR

PRESSURE RELIEF

VALVE

P

PS PS

GAUGE - DIFFERENTIAL

GAUGE - PRESSURE

GAUGE - PRESSURE WITH COCK

GAUGE - TEMPERATURE

HS

PS

TS

PIPE ANCHOR

PIPE EXPANSION JOINT

PIPE GUIDE

SENSOR - FLOW

SWITCH - FLOW

SWITCH HUMIDITY

SWITCH - PRESSURE

SWITCH - TEMPERATURE

TEMPERATURE - PRESSURE TEST FITTING

THERMOMETER

THERMOMETER WELL

BASKET STRAINER

STEAM TRAP INVERTED BUCKET

METER - TOTALIZING BTU

METER - TOTALIZING FLOW

AIR VENT - AUTOMATIC

AIR VENT - MANUAL

G. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL FIRE

RATED AND/OR SMOKE RATED WALLS AND ASSEMBLIES. PROVIDE APPROVED

FIRE DAMPERS IN ALL REQUIRED PENETRATIONS FOR DUCTWORK, GRILLES,

REGISTERS AND DIFFUSERS. ALL PIPE AND DUCTWORK PENETRATIONS OF FIRE,

SMOKE AND FULL HEIGHT WALLS SHALL BE CAULKED AIRTIGHT TO THE ADJACENT

STRUCTURE BY MEANS OF U.L. APPROVED FIRE PROOF CAULKING MATERIAL.

H. CONTRACTOR SHALL COORDINATE ALL DUCTWORK, PIPING, PLUMBING AND

FIRE PROTECTION PIPING WITH STRUCTURAL AND ELECTRICAL SYSTEMS AND

SHALL PROVIDE NECESSARY OFFSETS TO AVOID CONFLICTS AND TO MAINTAIN

EQUIPMENT ACCESS AND SERVICEABILITY.

I. CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES, INSERTS,

SLEEVES, AND HANGING DEVICES FOR INSTALLATION OF MECHANICAL AND

PLUMBING EQUIPMENT, DUCTWORK AND PIPING, ETC. CONTRACTOR SHALL

COORDINATE WITH GENERAL CONTRACTOR AND ALL BUILDING TRADES TO AVOID

CONFLICTS AND TO MAINTAIN EQUIPMENT ACCESS AND SERVICEABILITY.

J. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL NECESSARY

MISCELLANEOUS ANGLES, CHANNELS, UNISTRUT, ETC., AS MAY BE REQUIRED TO

ADEQUATELY SUPPORT THE MECHANICAL PIPING, DUCTWORK, AND EQUIPMENT

IN A MANNER APPROVED BY THE ARCHITECT, WHICH WILL NOT OVERLOAD THE

BUILDING STRUCTURAL SYSTEM.

K. CONTRACTOR SHALL PROVIDE RETURN AIR OR TRANSFER AIR OPENINGS IN

FULL HEIGHT WALLS SIZED AT 350 FPM (UNLESS OTHERWISE SPECIFICALLY

SHOWN ON THE DRAWINGS) TO CREATE AND/OR MAINTAIN A RETURN AIR PATH AS

REQUIRED. FIRE DAMPERS AND/OR SMOKE DAMPERS SHALL BE PROVIDED IN

SUCH OPENINGS WHERE REQUIRED BY NOTE "J".

L. SEAL ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS, DUCT WALL

PENETRATIONS AND FITTING CONNECTIONS ON ALL DUCT SYSTEMS.

M. MECHANICAL ITEMS SUCH AS ROOF DRAINS, FLOOR DRAINS, PLUMBING FIXTURES,

ETC. SHOWN ON THE ARCHITECTURAL DRAWINGS BUT NOT SHOWN ON THE

MECHANICAL DRAWINGS SHALL BE INCLUDED IN THE PROJECT. THESE ITEMS

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR INCLUSION IN

ADDENDUM.

N. IT IS CRITICAL THAT THE CONTRACTOR PERFORM A COMPLETE REVIEW OF ALL

SUBMITTALS PRIOR TO SUBMISSION TO THE AE/COR. INCOMPLETE, INCORRECT

AND UNCLEAR SUBMITTALS WILL BE REJECTS AND MARKED AS "REVISE AND

RESUBMIT". ALL SUBMITTALS MUST CLEARLY INDICATE THE EQUIPMENT

SELECTIONS FOR THE PROJECT. TECHNICAL DRAWINGS OF COMPLETE

ASSEMBLIES, REFLECTING ACCURATE PROJECT CONDITIONS, SHALL BE

SUBMITTED WITH EQUIPMENT SELECTIONS TO ENSURE SPACE ALLOWANCES ARE

REFLECTED IN THE ACTUAL SPACE AVAILABLE. WHERE SIZE DEVIATIONS DIFFER

FROM THE BASIS OF DESIGN CONTRACTOR SHALL HIGHLIGHT THE DIFFERENCES

FOR AE/COR REVIEW WITHIN THE SUBMITTAL. CONTRACTOR SHALL PROVIDE

INSTALLATION ROUTE AND VERIFICATION THAT ACCESS POINTS, PLACEMENT

ROUTE, SUPPORTS, AND REQUIRED EQUIPMENT CLEARANCES ARE IDENTIFIED ON

THE ROUTE DRAWING. SAFETY PROTOCOLS FOR SUBJECT STATION SHALL BE

REFLECTED ON EQUIPMENT CLEARANCES. PLATFORMS AND INTERFACE AREAS

(FILTER, GAUGES, MONITORS, VALVES, ETC.) SHALL HAVE PROPER CLEARANCE AS

DEFINED BY THE MANUFACTURER, VA SAFETY PERSONNEL AND SERVICE

PERSONNEL. ACCESS POINTS OF USE SHALL BE CLEARLY IDENTIFIED ON THE

DRAWINGS.

GENERAL DEMO NOTES

PIPE REDUCER - ECCENTRIC

PIPE STRAINER

UNION - SCREWED

FIRE DAMPER

SMOKE DAMPER

CHECK VALVE

PLUG VALVE

ACOUSTICAL DUCT LINING

FLEXIBLE DUCT

MANUAL BALANCING DAMPER

GATE VALVE

MECHANICAL SYMBOL LEGEND

VALVE SYMBOLS

GLOBE VALVE

ELBOW - DROP TO TEE

TEE - DROP FROM TEE

END CAP

FLEX CONNECTION

PIPE REDUCER - CONCENTRIC

GENERAL NOTES

FITTING SYMBOLS

ELBOW - DOWN

ELBOW - UP

PIPE RISE-DROP

A. ALL PIPING AND DUCTS IN FINISHED ROOMS OR SPACES SHALL BE CONCEALED IN

FURRED CHASES OR SUSPENDED CEILINGS, UNLESS OTHERWISE NOTED.

B. PROVIDE ACCESS PANELS OR DOORS IN INACCESSIBLE CEILINGS AND/OR

CHASES FOR ALL VALVES, TRAPS, DAMPERS, CLEANOUTS, COILS, FANS,

CONTROLS, ETC. THEY SHALL BE FURNISHED UNDER DIVISION 23 AND

INSTALLED UNDER THE ARCHITECTURAL SPECIFICATION. ACCESS DOOR RATING

SHALL MATCH CLASSIFICATION OF WALL AND CEILING FIRE RATING.

C. COORDINATE THE LOCATION OF ALL DIFFUSERS, GRILLES, REGISTERS, ACCESS

DOORS, ETC., WITH THE ARCHITECTURAL REFLECTED CEILING PLAN(S).

D. ALL ROUND RUNOUTS AND DROPS TO DIFFUSERS SHALL BE THE SAME NOMINAL

SIZE AS THE SCHEDULED DIFFUSER NECK SIZE.

E. THE FIRST FIGURE OF DUCT SIZE INDICATES DIMENSION OF FACE SHOWN OR

INDICATED. ALL DUCT SIZES SHOWN ON DRAWINGS ARE NET INSIDE DIMENSIONS.

PROVIDE ONE INCH ACOUSTICAL LINING (TYPE D3 INSULATION) IN LOW VELOCITY

RECTANGULAR DUCTWORK FOR THE FIRST 10 DIAMETERS OF DUCTWORK

CONNECTED TO DEVICE, OR AS INDICATED ON DRAWINGS, WHICHEVER IS

GREATER. FOR THE REMAINDER OF THIS DUCTWORK PROVIDE AS INDICATED IN

THE INSULATION SPECIFICATIONS.

F. PROVIDE 1/2" MANUAL AIR VENTS AT ALL HIGH POINTS OF CLOSED SYSTEM PIPING

AND 1/2" MANUAL DRAIN VALVES WITH HOSE CONNECTION AT LOW POINTS AS

REQUIRED TO PROVIDE COMPLETE SYSTEM DRAINAGE. WHERE DRAIN VALVES

OCCUR ABOVE CEILING AREAS AND IN AREAS OUTSIDE MECHANICAL RANGE

PROVIDE HOSE CONNECTION ON VALVE.

ELECTRICAL DISCONNECT

M-001

MECHANICAL SYMBOLS &

ABBREVIATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

07/01/26

AutoCAD SHX Text 40536

AutoCAD SHX Text C

AutoCAD SHX Text O

AutoCAD SHX Text L

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text O

AutoCAD SHX Text L

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R

1 2

CU-01

IU-01

REFRIGERANT LINE SET

1. DEMOLISH SINK AND REFRIGERATOR ICE MAKER BOX

2. REMOVE AND CAP ALL CONNECTED WATER PIPING BEHIND DRYWALL VENT

AND SANITARY PIPING SHALL REMAIN TO BE CONNECTED TO CONDENSATE

DRAIN. REMOVE HW/CW LINES BACK TO BRANCH LINE VALVE IN CEILING

SPACE.

DEMO KEYED NOTES:

3. EXISTING DUCTWORK SHALL REMAIN, CEILING DIFFUSERS SHALL BE

REMOVED CLEANED AND REINSTALLED IN NEW CEILING LAYOUT.

1. INSTALL NEW WALL MOUNTED AC UNIT AS SHOWN.

2. CONNECT 1" CONDENSATE DRAIN LINE TO EXISTING DRAIN FROM REMOVED

SINK, PROVIDE 1-1/2" AIR GAP DRAIN FITTING WITH TRAP.

KEYED NOTES:

3. INSTALL NEW 4" CONCRETE PAD FOR OUTDOOR UNIT(CU-1)

4. INSTALL NEW OUTDOOR UNIT (CU-1) ON CONCRETE PAD, COORDINATE

WITH EXISTING UNITS FOR PROPER SERVICE CLEARANCES.

M-101

ADMIN-TELECOM DEMO/NEW WORK

HVAC/PLUMBING PLAN

0 2 4

4" = 1' 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

VA FORM 08 - 6231

A

BID DOCUMENTS

N/A

National Cemetery Administration

Design and Construction Service

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

FORT SILL

GRAVESITE EXPANSION AND

CEMETERY FCA IMPROVEMENTS

Elgin, OK

920CM3006

N/A

07/01/2026Revisions: Date: JV

Approved: Project Manager/COR Department of Veteran Affairs, NCA POC: Homayoun Kazemipour Email: homayoun.kazemipour@va.gov

720.491.7559; Sean Fitzpatrick

56 LOUIS PRIMA DRIVE, SUITE B, COVINGTON, LA 70433 JB

JD Engineering, PC 371 Zimmerman Lane Hamilton, MT 59840 Phone: (406) 218 - 9980

07/01/26

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

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ADMIN-TELECOM CLOSET DEMO PLAN

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

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ADMIN-TELECOM CLOSET NEW WORK PLAN

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A…