_23 LNC BD - ARCH pt2 (pg 171-181).pdf

CASEWORK GENERAL NOTES

1. BASE AND WALL CABINETS (UNO)

- WALL CABINETS 1'-0" DEEP CLEAR INSIDE MINIMUM

- BASE CABINETS 2'-0" DEEP

- (1) ADJ PLAM SHELF AT 2'-0" HIGH WALL CABINETS

- (2) ADJ PLAM SHELVES AT 2'-6" HIGH WALL CABINETS, AND

- (3) ADJ PLAM SHELVES AT 3'-0" HIGH WALL CABINETS

2. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS.

3. WHERE FILLER STRIPS ARE REQUIRED, THEY MUST BE EQUAL IN SIZE AT BOTH ENDS

OF CASEWORK (UNO).

4. PROVIDE LOCKS ON INDIVIDUAL DOORS AND DRAWERS WHERE INDICATED.

5. PROVIDE CONTINUOUS SEALANT AT TOP OF BACKSPLASH/SIDESPLASHES.

6. PROVIDE A 2" RADIUSED EDGE (IN PLAN) AT ALL OUTSIDE, EXPOSED COUNTERTOP

CORNERS (UNO). ALL PLAM COUNTERTOPS MUST HAVE A 1 1/4" THICK PLAM SQUARE

EDGE NOSING (UNO)

7. ALL COUNTERTOPS ARE 2'-1" DEEP (UNO)

8. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

9. COUNTERTOP SUPPORT BRACKETS ARE PROVIDED BY THE CASEWORK SUPPLIER.

PROVIDE WALL BLOCKING AT EACH SUPPORT. SPACE AT 3'-0" OC MAX.

10. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

11. NO EXPOSED FASTENERS ON CASEWORK (UNO)

12. ALL EXPOSED METAL CLIP ANGLES AND BRACKETS TO BE PAINTED TO MATCH

CASEWORK.

13. ALL EXPOSED AND SEMI-EXPOSED SURFACES OF CASEWORK, SHELVING, BASE,

FULL HEIGHT AND UPPER WALL CABINETS, AND FINISHED END PANELS ARE PLAM

(UNO)

14. FIELD VERIFY SPACE AVAILABLE AT CABINET LOCATIONS PRIOR TO CASEWORK

FABRICATION.

15. RETURN BACKSPLASH AT SIDEWALLS (UNO).

16. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

17. ALL CABINETS TO RECEIVE BASE SCHEDULED FOR ROOM (UNO).

18. COORDINATE ALL SWITCHES, UNDER-CABINET LIGHT FIXTURES AND

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

19. PROVIDE HANGING FILE EDGE/HARDWARE WHERE FILE DRAWERS ARE INDICATED

20. PROVIDE A 1/4" GAP BETWEEN BOTTOM EDGE OF COUNTERTOP AND TOP EDGE OF

DOOR FRONTS/DOORS OF CABINETS

21. REFER TO FINISH PLAN GENERAL NOTES FOR CASEWORK FINISHES (UNO)

22. PLAM COUNTERTOPS TO RECEIVE 3mm FLAT PVC EDGE (UNO).

23. NUMBERS SHOWN BELOW BASE CABINETS AND ABOVE WALL CABINETS REFER TO

NOMINAL WIDTH DIMENSIONS, IN INCHES, FOR THAT CABINET. SEE REFERENCE

DETAILS FOR ADDITIONAL INFORMATION.

CASEWORK ELEVATION REFERENCE DIAGRAM

WALL HUNG CABINETS

OPEN FILE

EQFILE

EQ

EQ

EQ6"

EQ

EQ

243015 24211836

ACCESSIBLE

SINK

36 36 24 27 42

MICRO (NIC)

PTD

4" T

O E

S P

A C

E A

T

D

E E

P U

N O

S E

E E

LE

V

A T

IO

N

S

30 36

OPEN

S E

E E

LE

V

A T

IO

N

S

BASE CABINETS

4" BACKSPLASH TO MATCH

COUNTERTOP

SIDESPLASH WHEN REQUIRED

ADJUSTABLE SHELVES (UNO)

ACCESSIBLE SINK

OPEN BASE SHELVING CABINET. SEE

ELEVATION FOR NUMBER OF

SHELVES

SINK CABINET WITH HINGED DOOR

LOCK

S E

E E

LE

V

A T

IO

N

S

S P

A C

E U

N O

4" T

O E

E

LE

V S

E E

BASE CABINET WITH HINGED DOORS

BASE UNIT WIDTH

FILE CABINET (2) DRAWERS

DRAWER FRONT HEIGHT INFORMATION

DRAWER CABINET UNIT. SEE ELEVATIONS FOR NUMBER

OF DRAWERS

APRON WITH COUNTERTOP

OPEN DRAWER WITH COUNTERTOP

OPEN COUNTERTOP

CABINET UNIT WIDTH - SEE ELEVATIONS

AT GPBD SOFFITS: 1" OVERHANG FROM CABINET AT

SIDE AND FRONT OF CABINET

AT PLAM SOFFITS: NO OVERHANG. SOFFITS ARE FLUSH

WITH SIDE AND FRONT OF CABINET DOORS

INDICATES REQUIRED CLEAR SPACE FOR VALANCE

- SEE ELEVATIONS

CABINET WITH HINGED DOORS AND VALANCE

CABINET WITH HINGED DOORS

OPEN CABINET WITH ADJUSTABLE SHELVES

H E

IG

H

T

C A

B

IN

E T

T Y

P

IC

A L

1" S

C R

IB

E

/ FILLER PANEL

1"MIN SCRIBE

CABINET WITH HINGED DOORS

AND MAIL SLOTS

CABINET WITH HINGED DOORS AND

OPEN MICROWAVE SHELF. 18"

CABINET SHELF DEPTH, VERIFY

WITH EQUIPMENT SCHEDULE

SOILED LINEN

CABINET

FULL HEIGHT STORAGE WITH (5)

ADJUSTABLE SHELVES (UNO)

FIXED CENTER SHELF AT

FULL HEIGHT CABINETS

CABINET UNIT

WIDTH

SD

INTERIOR ELEVATION GENERAL

NOTES

1. SEE RCP FOR SOFFIT AND BULKHEAD LOCATIONS AND DETAILS

2. INSTALL CERAMIC TILE (CT) BEHIND ALL WALL MOUNTED ITEMS WHERE CT IS CALLED

OUT ON FINISH PLAN AND SCHEDULE. WHERE ANY TOILET ACCESSORY OVERLAPS OR

EXTENDS BEYOND A CT WAINSCOT AND PROJECTS ONTO THE ADJACENT WALL,

INSTALL A HARDBOARD BACKER FULL SIZE OF THE OVERLAP AREA AND OF A

THICKNESS TO ALIGN FLUSH WITH THE FACE OF THE CT. HOLD FACE OF HARDBOARD

BACK 3/8" FROM THE FACE OF THE ACCESSORY ON ALL SIDES. PROVIDE SANITARY

SEALANT AROUND ALL EDGES OF HARDBOARD BACKING PIECE.

3. COORDINATE ALL PLUMBING FIXTURES, CONTROLS AND VENTILATION

REQUIREMENTS WITH MECHANICAL CONTRACTOR

4. COORDINATE ALL ELECTRICAL FIXTURES, OUTLETS, SWITCHES AND POWER

REQUIREMENTS WITH ELECTRICAL CONTRACTOR

5. VERIFY OPENING SIZES AND LOCATIONS OF OWNER FURNISHED, OWNER INSTALLED

EQUIPMENT AND FURNISHINGS TO ASSURE NO INTERFERENCE WITH COUNTER

SUPPORT BRACKETS, APRONS, ETC.

TOILET

PARTITION

S-1 COUNTERTOP W/

BACK AND SIDE SPLASH

2' -1

0"

A1070

A5075

AE551

A5110

4' -1

0"

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

P-1

SEE PLUMBING

FOR PIPE

COVERING

LIGHT FIXTURE - SEE ELECTRICAL

A5200

A5109

4' -1

0"

P-1

CT-1 STACKED

WITH BULLNOSE

AND COVE BASE

2' -1

0"

S-1 COUNTERTOP W/

BACK AND SIDE SPLASH

TOILET PARTITION

A1070

A5075

AE551

SEE PLUMBING FOR

PIPE COVERING

4' -1

0"

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

P-1

A5110

LIGHT FIXTURE - SEE ELECTRICAL

A5090

A5200

A4995A5109

P-1

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

4' -1

0"

PLAM-1 CASEWORK

PLAM-2 COUNTERTOP

30" 30" 30" 30" M1810

VWC-1

RB-1

AE551

AE551

2' -1

0"

A1040

A1066

A5075

P-1

4' -1

0"

CT-1 STACKED, WITH

BULLNOSE AND COVE BASE

LIGHT FIXTURE -

SEE ELECTRICAL

X0008

A5110

P-1

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

A5090

A5200

A5109

4' -1

0"

P-1

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

A1040

4' -1

0"

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

P-1

A5110

P-1

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

A5200

A5109

4' -1

0"

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE

P-1

2' -1

0"

30" 36" 36" 30" 33"

2' -2

/4

2'

-2

7' -2

/4

GWB SOFFIT, P-2

30" 36" 36" 30" 36" 33" 32"

PLAM-1

CASEWORK W/

FILLER PANELS

AS REQUIRED

S-1 COUNTERTOP

W/ BACK AND

SIDE SPLASH

36"

K1552

K4665

RB-1

AE551

AE551

AE551

AE551

AE551

PT-3

BACKSPLASH

TR-2 TRIM

R7000

UC LIGHT -

SEE ELECTRICAL

1/

4"

1' -6

/2

MOP SINK -

SEE PLUMBING

X0007

CT-1, STACKED

CT-1 BULLNOSE

P-1

PT-1 COVE BASE

5' -2

A1066

A5075

4' -1

0"

CT-1 STACKED,

WITH BULLNOSE

AND COVE BASE P-1

LIGHT FIXTURE -

SEE ELECTRICAL

X0008

5' -2

P-1

CT-1 BULLNOSE

CT-1, STACKED

PT-1, COVE BASE

MOP SINK -

SEE PLUMBING

X0006

VA ACQUISITION CODE LEGEND

CONTRACTOR FURNISHED AND INSTALLED C C

VA FURNISHED - CONTRACTOR INSTALLED V C

V V

V C(CF)

VA FURNISHED AND INSTALLED

VA FURNISHED - CONTRACTOR INSTALLED WITH CONSTRUCTION FUNDS

V V(CF)VA FURNISHED - VA INSTALLED WITH CONSTRUCTION FUNDS

RRELOCATED

SEE DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL CONTRACTOR FURNISHED AND

CONTRACTOR INSTALLED (CC) EQUIPMENT NOT INDICATED ON EQUIPMENT SCHEDULE.

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:4

A

M

AE211

INTERIOR ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 MWC CZ

BID DOCUMENTS

18704

1/4" = 1'-0"

ELEVATION - MEN'S RR 103 - PLAN WEST

1/4" = 1'-0"

ELEVATION - MEN'S RR 103 - PLAN SOUTH

1/4" = 1'-0"

ELEVATION - WOMEN'S RR 104 - PLAN EAST

1/4" = 1'-0"6

ELEVATION - WOMEN'S RR 104 - PLAN SOUTH

1/4" = 1'-0"7

ELEVATION - OPERATIONAL CTR 110 - PLAN NORTH

1/4" = 1'-0"8

ELEVATION - WOMENS LOCKER

ROOM 113 - PLAN NORTH

1/4" = 1'-0"9

ELEVATION - STAFF

WOMEN 113A - PLAN NORTH

1/4" = 1'-0"10

ELEVATION - STAFF

WOMEN 113A - PLAN WEST

1/4" = 1'-0"

ELEVATION - MENS LOCKER

ROOM 114 - PLAN WEST

1/4" = 1'-0"

ELEVATION - STAFF MEN

114A - PLAN NORTH

1/4" = 1'-0"

ELEVATION - STAFF MEN

114A - PLAN EAST

1/4" = 1'-0"

ELEVATION - BREAK ROOM 121 - PLAN NORTH

1/4" = 1'-0"

ELEVATION - HAC 102 - PLAN EAST

1/4" = 1'-0"

ELEVATION - MENS LOCKER

ROOM 114 - PLAN NORTH

1/4" = 1'-0"

ELEVATION - HAC 102 - PLAN NORTH

EQUIPMENT SCHEDULE

EQUIPMENT # EQUIPMENT NAME

ACQUISITION

CODE QTY

A1040 LOCKER, 12W X 18D X 72H, SLOPED TOP, 6" CHANNEL METAL BASE C C 10

A1066 MIRROR, FLOAT GLASS, 18" X 36" C C 2

A1070 MIRROR,, FLOAT GLASS, WITH SS FRAME, 24" X36 C C 2

A4995 DIAPER CHANGING TABLE C C 1

A5075 SOAP DISPENSER V V 4

A5090 DISPOSAL, SANITARY NAPKIN, SS, SURFACE MOUNTED C C 3

A5109 GRAB BAR, 1-1/4" DIA, SS, 42" C C 4

A5110 GRAB BAR, 1-1/4" DIA, SS, 36" C C 4

A5200 DISPENSER, TOILET TISSUE, SS, 2-ROLL, SURFACE MOUNTED C C 5

K1552 BREWER, COFFEE, AUTO, ELECT, 3 BURNER, FRONT/BACK V V 1

K4665 OVEN, MICROWAVE V V 1

M0515 TELEVISION, PLASMA 42" DIAGONAL SCREEN, HD V V 1

M1810 COPIER V V 1

R7000 REFRIGERATOR/FREEZER, 14 CU. FT. V V 1

X0006 MOP SHELF C C 1

X0007 MOP HOLDER C C 2

X0008 PAPER TOWEL DISPENSER, WASTE BIN COMBINATION, SEMI

RECESSED, STAINLESS STEEL, SURFACE SATIN FINISH

C C 2

Grand total: 45

Revisions: Date:

VA

F

O R

M

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

D AD.1

AE302

AE311

105c

HALLWAY

BREAK

ROOM

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

CG F E

LOWER LEVEL

91'-6 5/8"

D

FBE 844.25

89'-5 5/128"

D.1

AE302

TO PATIO SLAB

97'-6 5/8"

AE302

1 3/4"

ADMIN

OFFICER

B01

BASEMENT

B03

TR

WORKSTATIONS

HALLWAY

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

CG F E

LOWER LEVEL

91'-6 5/8"

D

FBE 844.25

89'-5 5/128"

B AD.1

AE302

AE302

'-5

1/

"AE311

WORKSTATIONS

OPERATIONAL

CTR

113A

STAFF

WOMEN

105b

HALLWAY

STORAGE

B05

STAIRS

B02

BASEMENT

B04

ELECTRICAL

MAIN LEVEL

100'-0"

H

EXISTING B.O. TRUSS

109'-4 1/2"

GFE

LOWER LEVEL

91'-6 5/8"

D D.1

AE302

AE311

HAC

MENS

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:4

A

M

AE301

BUILDING SECTIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

0 4' 8'2'

0 4' 8'2'

1/4" = 1'-0"

BUILDING SECTION - ADDITION

1/4" = 1'-0"

BUILDING SECTION - WORKSTATIONS

1/4" = 1'-0"

BUILDING SECTION - OPERATIONAL CENTER

1/4" = 1'-0"

BUILDING SECTION - PUBLIC LOBBY

0 4' 8'2'

0 4' 8'2'

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

EXISTING B.O. TRUSS

109'-4 1/2"

LOWER LEVEL

91'-6 5/8"

FBE 844.25

89'-5 5/128"

1 2.1 3 4 54.1 5.13.12

AE301

AE301

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

LOWER LEVEL

91'-6 5/8"

FBE 844.25

89'-5 5/128"

AE301

1 2.1 3 4 54.1 5.13.12

AE301

AE301

AE301

3/

4"

AE311

AE311

1/

2"

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:4

A

M

AE302

BUILDING SECTIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/4" = 1'-0"

BUILDING SECTION - NORTH / SOUTH

1/4" = 1'-0"

BUILDING SECTION - NORTH / SOUTH.

0 4' 8'2'

0 4' 8'2'

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

EXISTING B.O. TRUSS

109'-4 1/2"

D D.1

TO PATIO SLAB

97'-6 5/8"

AE520

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

LOWER LEVEL

91'-6 5/8"

FBE 844.25

89'-5 5/128"

5 5.1

AE520

AE520

LIMESTONE VENEER

ADHESIVE MORTAR

SCRATCH COAT

LATH

DRAINAGE/VENTILATION MAT

INSULATION, CONTINUOUS

LIQUID VAPOR BARRIER

EXTERIOR SHEATHING

2X6 STUD

GYP BD

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

LOWER LEVEL

91'-6 5/8"

FBE 844.25

89'-5 5/128"

3 3.1

AE520

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

G

TO PATIO SLAB

97'-6 5/8"

AE520

1" INSULATION

1" METAL

THRESHHOLD

CAP

MAIN LEVEL

100'-0"

EXISTING B.O. TRUSS

109'-4 1/2"

A

AE520

AE520

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE311

WALL SECTIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/2" = 1'-0"

WALL SECTION AT ENTRY CANOPY

1/2" = 1'-0"

WALL SECTION AT GRID 5

1/2" = 1'-0"

WALL SECTION AT GRID 3

1/2" = 1'-0"

WALL SECTION AT GRID G

1/2" = 1'-0"

WALL SECTION AT GRID A

0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1' 0 2' 4'1'

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

LOWER LEVEL

91'-6 5/8"

4 4.1

TO PATIO SLAB

97'-6 5/8"

6' -0

AE320

MAIN LEVEL

100'-0"

LOWER LEVEL

91'-7"

FBE 844.25

89'-5"

E

Q R

IS

E

R S

M

A X

SEE CIVIL FOR PATIO DESIGN

10 TREADS @ 11"

9'-2"

3' -0

AE320

BACKING AND

BLOCKING AS

REQUIRED.

FASTNERS AS REQUIRED

1/

2"

FACE OF FINISHED WALL.

WALL MOUNTED 1 1/4"

OUTSIDE DIAMETER

SCHEDULE 40 STEEL

HANDRAIL

HAND RAIL BRACKET. WELD

TO HANDRAIL AND GRIND

WELD SMOOTH

2 1/4"

1" 11"

S E

E S

T A

IR

S

E C

T

IO

N

7" M

A X

R

/2

SLOPE

TREADS 0.5%

1/2" R NOSING, TYP

NOSING REBAR -SEE STRUCT

CIP CONC STAIR, MED BROOM FIN

R

/2

G

4 4.1

AE320

5' -9

/8

9'-2" 5'-8 1/2"

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE320

STAIR SECTIONS AND ENLARGED

PLANS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1/2" = 1'-0"

STAIR SECTION

3" = 1'-0"

STAIR DETAIL - HANDRAIL BRACKET

3" = 1'-0"

STAIR DETAIL - TREAD

1/2" = 1'-0"

ENLARGED STAIR PLAN VIEW

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

SPLIT-FACE STONE

STONE CAP

FOUNDATION WEEP SCREED

SEE WALL TYPES FOR

WALL CONSTRUCTION

PLYWOOD SHEATHING

TRUSS SPACE

LADDER TRUSS

STONE VENEER

MORTAR

EXTERIOR SHEATHING

3 1/2" x 9 1/4" WOOD NAILER

FASTENER

FASTENER

KEEPER STRIP

FLASHING

ROOF UNDERLAYMENT

METAL ROOF

RAKE FLASHING

INSULATION

DRAINAGE BOARD

STUD WALL

CONTINUOUS INSULATION

COVERBOARD BY ROOFING MFR

GUTTER

METAL ROOF

FASTENER

STARTER STRIP

ROOF UNDERLAYMENT

EAVE STARTER FLASHING

FLASHING

3 1/2"

SEE WALL TYPES FOR

WALL CONSTRUCTION

COVER BOARD BY

ROOFING MFR

ROOF UNDERLAYMENT

5" RIGID ROOF INSULATION

INSUL

METAL ROOF

SHEATHING

TRUSS

SIDE WALL FLASHING

MODIFIED J-CHANNEL

WEEP

GYP CEILING

SEE WALL TYPES FOR

WALL CONSTRUCTION

GUTTER

METAL ROOF

FASTENER

STARTER STRIP

ROOF UNDERLAYMENT

EAVE STARTER FLASHING

FLASHING

HSS BEAM 8X8X 5/8, SEE STRUCTURAL

PAINT

DOUBLE TOP PLATE W/ 1/2" DIA. BOLTS,

SEE STRUCTURAL

METAL SOFFIT PANEL

FILL OPENING WITH URETHANE SEALANT

PRE-FINISHED WEEPING J-CHANNEL

APPROPRIATE

ELEVATE FASTNER

3 1/2"

COLUMN, SEE STRUCT

PAINT

5" RIGID INSULATION

COVERBOARD BY

ROOFING MFR

ROOF UNDERLAYMENT

GUTTER

METAL ROOF

FASTENER

STARTER STRIP

ROOF UNDERLAYMENT

EAVE STARTER FLASHING

STONE VENEER BEYOND

FLASHING

TRIM

3/4" X 3" CLR. WHITE PINE TRIM W/

1/4" RADIUSED EDGES, PAINTED

WS-1

3 1/2"

5" RIGID INSULATION

COVER BOARD BY ROOFING MFR

ROOF UNDERLAYMENT

2x10 JOISTS

STONE VENEER

MORTAR

EXTERIOR SHEATHING

DRAINAGE BOARD

STUD WALL

RIGID INSULATION

SPLIT FACE STONE

FOUNDATION WALL

INDIANA LIMESTONE

SEALANT

FLASHING SEALANT AND BACKER

SHIM

SOLID SURFACE SILL

EXISTING WOOD POST FOR

RELOCATED GRAVESITE

LOCATOR SCREEN, VERIFY SIZE

CONCRETE SIDEWALK - SEE CIVIL

AGGREGATE BASE - SEE CIVIL

SIMPSON "ABW" POST BASE

SIMPSON "PBS" POST BASE

1/2" DIA. THREADED

ANCHOR BOLT W/ NUT &

WASHER - EMBED 3 1/2"

WINDOW

ASSEMBLY

SHIM

SEALANT

SEALANT AND

BACKER POD

ROUGH OPENING

TREATMENT

WEEP VENT

METAL PAN FLASHING/

DRIP EDGE

WOOD STUD FRAMING

STONE SILL

SEE WALL TYPES FOR

WALL CONSTRUCTION

WINDOW

ASSEMBLY

SHIM

SEALANT AND

BACKER POD

WEEP VENT

METAL PAN FLASHING/

DRIP EDGE

WOOD STUD FRAMING

SEE WALL TYPES FOR

WALL CONSTRUCTION

WINDOW

ASSEMBLY

SHIM

SEALANT AND

BACKER POD

ROUGH OPENING

TREATMENT

STONE VENEER

SEALANT & BACKER ROD

SEE WALL TYPES FOR

WALL CONSTRUCTION

WINDOW

ASSEMBLY

SHIM

SEALANT AND

BACKER POD

ROUGH OPENING

TREATMENT

WEEP VENT

METAL PAN FLASHING/

DRIP EDGE

STONE VENEER

WOOD STUD FRAMING

SEE WALL TYPES FOR

WALL CONSTRUCTION

MORTAR

METAL DRIP

DRAINAGE BOARD

INSULATION

STONE

PREFINISHED J CHANNEL

FASTENER

FILL OPENING WITH URETHNE SEALANT

PRE-FINISHED J-CHANNEL

PRE-FINISHED J-CHANNEL

SUBSTRATE

STONE VENEER

MORTAR

EXTERIOR SHEATHING

DRAINAGE BOARD

STUD WALL

RIGID INSULATION

D

5 5.1

2"X4" WOOD STUD

2"X6" WOOD STUD

HSS COLUMN, SEE

STRUCT.

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE520

EXTERIOR SECTION DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

1 1/2" = 1'-0"

DETAIL AT WALL BASE

1 1/2" = 1'-0"

DETAIL AT ROOF EDGE

1 1/2" = 1'-0"

DETAIL AT GABLE END

1 1/2" = 1'-0"

DETAIL AT HI/LO ROOF EDGE

1 1/2" = 1'-0"

DETAIL AT COLUMN ON GRIDS 6 & D

1 1/2" = 1'-0"

DETAIL AT STOREFRONT HEAD @ EXISTING OPENING

1 1/2" = 1'-0"

DETAIL AT FLOOR CONNECTION @ EXISTING OPENING

1 1/2" = 1'-0"

GRAVESITE LOCATOR SCREEN BASE

1 1/2" = 1'-0"

STOREFRONT SILL @NEW WALL

1 1/2" = 1'-0"

STOREFRONT HEAD @ NEW WALL

1 1/2" = 1'-0"

STOREFRONT JAMB @NEW WALL

1 1/2" = 1'-0"

STOREFRONT JAMB @ EXISTING OPENING

1 1/2" = 1'-0"

DETAIL AT SOFFIT EDGE

1 1/2" = 1'-0"

DETAIL AT SOFFIT AND EXTERIOR WALL

Revisions: Date:

1 1/2" = 1'-0"

FIRST LEVEL PLAN - Callout 1

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

INSUALTIONINSUALTION

SUBSTRATE SUBSTRATE

PRE-MOLDED PIPTEFLASHING

w/ALUMNIUM BASE SET IN CON, BEAD

OF URETHANE SEALANT

APPROPRATE ELEVATE GASKETED

FASTNER 3" O.C MAX, MUST NOT

PENETRATE SUBSTRATE

2" MIN

FIELD FABRICATED METAL HOOD BY

OTHERS (OPTIONAL)

CONTINUOUS BEAD URETHANE

SEALANT CONTINUOUS BEAD URETHANE

SEALANT

STAINLESS STEEL CLAMPING

RING (SEE NOTES)

NOTE:

1. REFER TO ELEVATETM WEBSITE FOR MOST CURRENT

INFORMATION

2. REMOVE ALL EXISTING FLASHINGS, LEADS, ECT. PIPE

SURFACE MUST BE FREE OF ALL RUST,

GREASE,INSULATION ECT.

3. PIPE MUST BE ANCHORED TO ENSURE STABILITY.

4. PRE-MOLDED PIPEFASHING MAY BE CUT TO HEIGHT,

BUT NO LOWER THAN REIFORCING RING (NO

WRINKLES OR FOLDS UNDER CLAMP RING)

5. APPLY LAP SEALANT BETWEEN PENETRATION AND

PRE-MOLDED PIPE FLASHING PRIOR TO INSULATION

OF CLAMP RING.

6. REFER TO THE ELEVATE TECHNICAL DATA BASE FOR

FASTNER COMPATABILITY WITH METAL

7. DO NOT USE WHEN SERVICE LINE TEMP. EXCEEDS

180°F

8. WHERE SNOW AND ICE ARE COMMON, ELEVATE

APPROVED ICE/SNOW-DAM PROTECTION IS

RECOMENDED UP SLOPE OF PENETRATIONS

THIS DETAIL APPLIES TO ALL

WARENTERD UNA -CLAD ROOF

SYSTEMS (UC-3,UC-4,UC-6,UC-14)

UNDER NO CIRCUMSTANCES CAN

THE PIPE PENETRATE OR COME

WITHIN 4" OF THE PANNEL SEAM.

R O

U N

D P

E N

E T

R A

T

IO

N

NOTE:

1. REFER TO ELEVATETM WEBSITE FOR MOST CURRENT

INFORMATION

2. REFER TO TECHNICAL INFORMATION SHEETS FOR FASCIA SIZES,

ACCESSORIES, AND FINISHES AVAILABLE

3. REFER TO THE ELEVATE TECHNICAL DATABASE FOR FASTENER

COMPATIBILITY WITH METAL

4. ALL FASTENERS USED WITH, OR THAT COME IN CONTACT WITH,

THE COPPER ROOF SYSTEM OR RUN-OFF SHOULD BE MADE OF

COPPER,COPPER ALLOY, OR NON MAGNETIC, SERIES 300

STAINLESS STEEL.

5. THIS DETAIL APPLIES TO COPPER SYSTEMS ONLY

THIS DETAIL APPLIES TO ALL

WARENTERD UNA -CLAD ROOF

SYSTEMS (UC-3,UC-4,UC-6,UC-14)

CONTINOUS STAINLESS STEEL CLEAT SET

IN 3/16" X 7/8" BUYTL TAPE

APPROPRATE STAINLESS STEEL

ELEVATE FASTENER , 3" O.C. MAX.

RIDGE/HIP CAP; SOLDER AT LAPS

SUBSTRATE

INSULATION

SUBSTRATE

INSULATION

3" MIN

ELEVATE APPROVED

UNDERLAYMENT

FIELD FOLD AND SOLDER TABS

AT SEAM AND PANEL ENDS

FIELD FOLD TAB AND SOLDER

NOTE:

1. REFER TO ELEVATETM WEBSITE FOR MOST

CURRENT INFORMATION

2. REFER TO TECHNICAL INFORMATION SHEETS FOR

FASCIA SIZES, ACCESSORIES, AND FINISHES

AVAILABLE

3. REFER TO THE ELEVATE TECHNICAL DATABASE

FOR FASTENER COMPATIBILITY WITH METAL

4. ADHERED SNOW GUARDS MAY AVOID THE RED

SHEILD WARRANTY

5. NUMBER & SPACING OF SNOW RETENTION CLIPS

TO BE DETERMINED BY SNOW RETENTION SYSTEM

MANUFACTURER OR A QUALIFIED DESIGN

PROFFESIONAL.

THIS DETAIL APPLIES TO ALL

WARENTERD UNA -CLAD ROOF

SYSTEMS (UC-3,UC-4,UC-6,UC-14)

ELEVATE UNA-CLAD PANEL VERTICAL SEAM

SNOW RETENTION SYSTEM (BY OTHERS) AFFIXED

TO PANEL SEAM WITH NON PENETRATING SET

SCREWS RECOMENDED BY STSTEM MANUFACTER.

(WARRANTY VOID IF FASTERNERS PENETRATE

PANEL OR SEAM).

SUBSTRATE

INSULATION

1 1/2" = 1'-0"

ROOF PENETRATION

1 1/2" = 1'-0"

SNOW GAURD - SEE PLAN FOR LOCATIONS

1 1/2" = 1'-0"

ROOF RIDGE

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE521

EXTERIOR ROOF SECTION DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

6"

ADJUSTABLE SHELF

DRAWER UNIT OR APRON,

WHERE INDICATED

AE551

3"

4"

S E

E E

LE

LV

A T

IO

N

S

2'-1"UNO.

BASE AS SCHEDULED

GOOSENECK FAUCET AND

UNDERMOUNTED STAINLESS

STEEL SINK, SEE PLUMBING

DRAWINGS

3"

S E

E E

LE

V

A T

IO

N

S

6"

AE551

UNO ON PLANS

2'-0" 1"

4"

SEE CASEWORK

TYPES LEGEND

BASE AS SCHEDULED

3/4" PLAM SHELF

3/4" PLAM DOOR

3"

4"

S E

E E

LE

LV

A T

IO

N

S

2'-1"UNO.

BASE AS SCHEDULED

PULL

PROVIDE EDGE BANDING

ON ALL EXPOSED EDGES

1/4" PLAM FACED BACK

WALL

BACKING

1/

2" 1'

-0

/2

1' -3

1"

AE551

6" E

Q E

Q E

Q

AE551

DRAWER UNITS

E Q

U A

LL

Y

, U N

O

D

IV

ID

E

D R

A W

E R

S

3"

4"

S E

E E

LE

LV

A T

IO

N

S

2'-1"UNO.

BASE AS SCHEDULED

E Q

E Q

AE551

DRAWER/FILE

UNITS

3"

4"

S E

E E

LE

LV

A T

IO

N

S

2'-1"UNO

BASE AS SCHEDULED

WALL

BACKING

S E

E E

LE

V

A T

IO

N

S

2' -1

0" U

N O

INTEGRAL SINK - SEE

COUNTERTOP SPEC

3/4" 1"

2'-1"

1/

2"

4 1/2" 1'-5" 3 1/2" FAUCET - SEEE PLUMBING DRAWINGS

SOLID SURFACE APRON

NOTE: SEE AE640 MOUNTING

HEIGHTS FOR CLEARANCES

1/

2"

UNDER CABINET LIGHT - SEE ELECTRICAL &

INTERIOR ELEVATIONS FOR LOCATION & EXTENT.

NOTE : CABINET DOOR EXTENDS TO BOTTOM OF

LIGHT IF UNDER CABINET LIGHT IS INDICATED.

BOTTOM OF

SOFFIT, TYP

7' -2

A

F F

U N

O S

E E

IN

T

E R

IO

R

E

LE

V A

T

IO

N S

AE551

1'-0" CLEAR

S E

E E

LE

V

A T

IO

N

S

SOFFIT AS OCCURS -SEE

INTERIOR ELEVATIONS.

ADJUSTABLE SHELVES, SEE INTERIOR

ELEVATIONS FOR QTY.

1"

1/

4" S E

E E

LE

V

A T

IO

N

S , I

F U

C L

IG

H

T

8"4"

1/ 2"

M

IN

1"

3"

2X4 FIRE RATED WD BLOCKING, USE

FIRE RATED & PRESSURE TREATED AT

SLABS ON GRADE. LOCATE BLOCKING AT

FRONT AND OPEN ENDS, OR TO

BLOCKING AT 4'-0" ON-CENTER.

COUNTERSUNK WOOD SCREWS @

16" ON-CENTER 4" FROM ENDS

SHIM BY CABINET INSTALLER

COUNTERSUNK WOOD SCREWS @ 16"

ON-CENTER, 2 PER BLOCKING MIN.

AND 4" FROM END TYP (OMIT IF

CABINET HAS INTEGRAL BASE)

BLOCKING AT ENDS OR

INTERMEDIATE AT 48"

ON-CENTER MAX

FASTNER PER

SPECIFICATIONS

BASE CABINET ANCHORAGEFLOOR CABINET TALLER THAN 3'-0"

UPPER CABINET

BACKING PLATE AT

BOTTOM

SCREWS @ 12" ON-CENTER,

AND WITHIN 3" FROM ENDS,

TYP TOP & BOTTOM

TRACK BACKING AT TOP

BASE CABINET

SEE BASE CABINET ANCHORAGE

DETAIL "D".

AT CONTRACTORS OPTION;

BACKING PLATE, WITH SCREWS @

12" ON-CENTER MAY BE

SUBSTITUTED FOR FLOOR CABINET

CONNECTION

BACKING PLATE

SCREWS @ 12" O.C.

SCREW @ 16" ON-CENTER WITH MIN 5/8"

PENETRATION FRONT & BACK TYP TOP &

BOTTOM

SEE BASE CABINET

ANCHORAGE DETAIL "D".

SCREWS @ 12" ON-

CENTER, AND WITHIN 3"

FROM ENDS

TRACK BACKING

AT TOP

A

C D

B

7' -2

M

A X

. AT CONTRACTORS OPTION;

BACKING PLATE, WITH

SCREWS @ 12" ON-CENTER

MAY BE SUBSTITUTED FOR

FLOOR CABINET

CONNECTION

A

SECTION AT GYP BD SOFFIT/FASCIA

1"

1"

S E

E E

LE

V

A T

IO

N

S

F A

S C

IA

H

E

IG

H T

FILLER CUT TO FIT TO MATCH

CABINET FACE

GYPSUM BOARD

CEILING AS SCHEDULED

SIM

1/2"

SEALANT AT WALLS

1x3 HARDWOOD OR PLYWOOD

SUPPORT FRAME OR 3/4" MIN

PLYWOOD UNDERLAYMENT

U N

O

4"

SEE INTERIOR ELEVATIONS FOR

CABINET HEIGHT

SIDE & BACK SPLASH AS

INDICATED ON INTERIOR

ELEVATIONS

2'-1"UNO

1"

S: SOLID SURFACE WITH BACKSPLASH

PLAM

PLAM: PLAM WITH PVC EDGE NO BACKSPLASH

SOLID SURFACE

INTEGRAL COVE BACK AND SIDE

SPLASH. SEE ELEVATIONS

CONTINUOUS 2" x 2" x 1/8"

ALUMINUM SUPPORT ANGLE &

BLOCKING AT OPEN BASE

CABINET.

FACE OF CABINET

PVC EDGEAE551

METAL SUPPORT BRACKETS BY CASKWORK

SUPPLIER. AND CONCEALED BACKING BY GC.

FINISH: HEAVY DUTY EPOXY COATED, PAINT TO

MATCH WALL. ATTACHED TO CONCEALED

BACKING.

SCREWS, TOP AND

BOTTOM (TYP)

COUNTERTOP - SEE

ELEVATION FOR MORE

INFORMATION

MAX LOAD PER

BRACKET: 300 LB

BACKING AND

BLOCKING AS

REQUIRED.

1' -3

4"

3"

1"

1/

2"

1/4" RADIUS EDGE AT ALL

OUTSIDE EDGES

SOLID SURFACE COUNTERTOP

1X3 NOMINAL HARDWOOD OR PLYWOOD

FRAME AND WEB SUPPORT(S)

FACE OF CABINET

1"

1/

2"

1/4" RADIUS EDGE AT ALL

OUTSIDE EDGES

SOLID SURFACE COUNTERTOP

3/4" PLYWOOD UNDERLAYMENT UNDER

ENTIRE COUNTERTOP.

3/4" MIN PLYWOOD UNDERLAYMENT AT SOLID

SURFACE

2" RADIUS AT ALL OUTSIDE CORNERS

SOLID SURFACE COUNTERTOP SUPPORT BLOCK

/ BACKING AT CORNER PER MANUFACTURES

RECOMMENDATIONS

SOLID SURFACE BUILT UP EDGE BELOW.

1"

FACE OF CASEWORK BELOW.

FACE OF CASEWORK BELOW.

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE551

INTERIOR SECTION DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM CZ

BID DOCUMENTS

18704

1" = 1'-0"1

BASE CABINET DRAWER & DOOR

1" = 1'-0"2

BASE CABINET WITH SINK

1" = 1'-0"3

BASE CABINET WITH DOOR & OPEN SHELF

1" = 1'-0"4

BASE CABINET, 4 EQ DRAWERS

1" = 1'-0"5

BASE CABINET WITH 2 FILES

1" = 1'-0"6

CABINET WITH SINK AND APRON

1" = 1'-0"

WALL CABINET WITH DOOR

3/4" = 1'-0"

CASEWORK ANCHORAGE

3/4" = 1'-0"

CASEWORK SOFFIT/FASCIA TYPES

1" = 1'-0"

COUNTERTOP TYPES (CNTP)

1" = 1'-0"

COUNTERTOP SUPPORT BRACKET AND BACKING

3" = 1'-0"

COUNTERTOP - SOLID SURFACE EDGE WITH CASEWORK BASE

3" = 1'-0"

COUNTERTOP - SOLID SURFACE EDGE

AND BACKING AT CANTILEVER

3" = 1'-0"

PLAN DETAIL - COUNTERTOP OUTSIDE CORNER (TYP)

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

NO SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

STRUCTURE

FLOOR

CEILING

BOTTOM

OF FLOOR

OR DECK

(D) SUBSCRIPT

EXTEND STUDS TO

DECK, EXTEND

GYPSUM BOARD TO

6" ABOVE HIGHEST

ADJACENT CEILING

6"

(C) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO 6"

ABOVE HIGHEST

ADJACENT

CEILING

6"

(U) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

CEILING

(X'-X") SUBSCRIPT

INDICATES

FINISHED

PARTITION HEIGHT

IN

S

U B

S C

R

IP

T

H E

IG

H

T A

S

IN

D

IC

A T

E D

GENERAL NOTES:

1. FOR PARTITIONS WITH UNEQUAL LAYERS OF GYPSUM BOARD ON EACH SIDE, THE SIDE OF THE PARTITION

WITH THE TAG INDICATES WHERE THE EXTRA LAYER(S) OF GYPSUM BOARD ARE TO BE INSTALLED. REFER

TO PARTITION TYPES FOR MORE INFORMATION

2. DIMENSIONS TO METAL STUD PARTITIONS ARE MEASURED TO FINISH FACE UNLESS NOTED OTHERWISE

3. AT INFILL WITHIN OR EXTENSIONS ONTO EXISTING PARTITIONS, THE PARTITION TAG NOTED IS FOR INTENT

ONLY. FINISHED PARTITION FACES ARE TO ALIGN WITH ADJACENT EXISTING PARTITION FACES

4. SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE

3'-0"UCD

XP3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" WOOD STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 1/2" WOOD STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

(1 ) LAYER 5/8" GYPSUM

BOARD

3 1/2" WOOD STUD

FRAMING

STC 49STC 46

4 3/4" 4 3/4"4 1/8"

A3b

3 1/2" WOOD STUD

FRAMING

UP TO 1HR FIRE RATING

UL DESIGN U419

STC 46

4 3/4"

A3 B3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

A3b

3 5/8" METAL STUD

FRAMING

UP TO 1HR FIRE RATING

UL DESIGN U419

STC 46

4 7/8"

PARTITION GENERAL NOTES:

1. SEE LIFE SAFETY PLANS FOR REQUIRED PARTITION FIRE RATINGS.

2. GYPSUM BOARD AND WOOD STUDS USED IN FIRE RATED SEPARATION PARTITIONS MUST

EXTEND FROM FLOOR TO UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE.

3. CONTRACTOR TO VERIFY CONDITIONS ABOVE CEILING AT EXISTING PARTITIONS IDENTIFIED

WITH FIRE/SMOKE PARTITION SYMBOLS. REPAIR CONDITIONS, WITH MATERIALS COMPATIBLE

WITH EXISTING ASSEMBLY, THAT DO NOT MEET REQUIREMENTS OF THE INDICATED

FIRE/SMOKE RATING SHOWN, SUCH AS BUT NOT LIMITED TO OPENINGS IN PARTITIONS, GAPS

AROUND DUCTWORK, PIPES AND CONDUIT, MISSING SMOKE DAMPERS, ETC

4. DIMENSIONS TO WOOD STUD PARTITIONS ARE MEASURED TO FINISH FACE OF PARTITION

UNLESS NOTED OTHERWISE

5. THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARD WALLS IS TO

THE INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4" TYPICAL DIMENSION IF NO

DIMENSION IS SHOWN.

6. SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS OR

BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF)

WITH FIRE TEST NUMBER SHOWN ON PARTITION TYPE.

7. ALL EXTERIOR WALLS ARE TO BE WALL TYPE SS6, ALL FURRING TO BE PARTITION TYPE XP3, ALL PARTITIONS ARE TO BE PARTITION TYPE B3, UNLESS NOTED OTHERWISE.

8. FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL GYPSUM BOARD

ON ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE. FOR SHAFTWALL PARTITION

TYPES, INSTALL LINER PANEL ON NON-ACCESSIBLE SIDE, UNLESS NOTED OR DETAILED

OTHERWISE.

9. PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS EXTENDING TO

STRUCTURE, UNLESS NOTED OTHERWISE.

10. WHEN GYPSUM BOARD PARTITIONS ARE LOCATED BELOW STRUCTURE THAT HAS A

VERTICAL DEFLECTION MOVEMENT MORE THAN 1/2", PROVIDE PARTITION HEADS WITH

VERTICAL MOVEMENT CAPABILITY TO MATCH THAT DEGREE OF MOVEMENT. MAINTAIN THE

REQUIRED FIRE RATING OF FIRE RATED PARTITIONS FROM FLOOR TO STRUCTURE ABOVE

WITH FIRE TESTED HEAD CONSTRUCTION.

11. WHEN PARTITION FRAMING RUNS HIGHER THAN 12'-0" ABOVE FINISH FLOOR, BRACE

PARTITION BACK TO STRUCTURE ABOVE WITH METAL STUDS EVERY 4'-0" ON CENTER

MINIMUM.

12. BULKHEAD FRAMING MUST EXTEND TO UNDERSIDE OF STRUCTURE WITH DIAGONAL STUD

FRAMING BRACES AT 4'-0" ON CENTER (2 BRACES MINIMUM) WITH GYPSUM BOARD EXTENDING

6" ABOVE CEILING MINIMUM, UNLESS NOTED OTHERWISE.

13. GENERAL CONTRACTOR MUST PROVIDE AND COORDINATE ALL IN-WALL BLOCKING FOR

WALL MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT, OWNER

FURNISHED OR BY VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4" FIRE TREATED

PLYWOOD OR SHEET METAL BLOCKING FOR WALL MOUNTED EQUIPMENT, CASEWORK, DOOR

STOPS, ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.

14. IN WET AREAS SUCH AS BUT NOT LIMITED TO SHOWER, TUB, GLASS WASHING ROOMS,

SOILED UTILITY ROOMS, JANITOR CLOSETS, COMMERCIAL FOOD PROCESSING ROOMS, ETC,

USE TILE BACKER BOARD BEHIND THE CERAMIC TILE AND EXTEND TO 2'-0" BEYOND ALL SIDES

OF THE PLUMBING FIXTURE. IN DOUBLE LAYER WALLS WHERE THE TILE BACKER BOARD IS

INSTALLED OVER A BASE LAYER OF GYPSUM BOARD, APPLY A WATER BARRIER (BUILDING

WRAP) NOT A VAPOR RETARDER, OVER THE BASE LAYER OF GYPSUM BOARD. IN HIGH

HUMIDITY AREAS SUCH AS LOCKER ROOMS, TOILET ROOMS, SAUNAS, STEAM ROOMS AND

SWIMMING POOLS, WHERE WALLS ARE EXPOSED TO CONSTANT MOISTURE, USE WATER

RESISTANT GYP BD.

15. IN WET AREAS SUCH AS SOILED UTILITY ROOMS, JANITOR CLOSETS, ETC, USE 5/8" WATER

RESISTANT GYPSUM BOARD OR 5/8" FR WATER RESISTANT GYPSUM BOARD.

16. FOR ALL REMODELING PROJECTS, ALL PARTITIONS NOTED AT INFILLS WITHIN, OR

EXTENSIONS ONTO EXISTING PARTITIONS, ARE NOTED AS SUCH FOR INTENT ONLY. ALL

EXPOSED PARTITION FACES ARE TO ALIGN.

17. AT GYP BD PARTITIONS, PROVIDE VERTICAL CONTROL JOINT AT ALL DOOR AND WINDOW

FRAMES. CONTROL JOINT TO EXTEND FROM TOP OF DOOR / WINDOW FRAME TO TOP OF

PARTITION AT BOTH CORNERS OF DOOR / WINDOW FRAME AND ON BOTH SIDES OF

PARTITION.

NOTE:

WHERE LIFE SAFETY PLANS SHOW A

PARTITION IS RATED, THE PARTITION

WITH THE HIGHEST RATING WILL BE

CONTINUOUS.

NON-RATED

PARTITION PER LIFE

SAFETY PLAN

1 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

2 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

1 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

1 1/4" MIN.

SEE OPTION

BELOW

6" X 16 GA BACKING PLATE. FASTEN TO STUDS W/(3) #10 X 3/4" WAFER

HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN OF

(3) STUDS. BACKING PLATE TO BE Fy=50KSI

6" X 16 GA TRACK NOTCH AND FASTEN TO STUDS W/(3) #

10 X 3/4" WAFER HEAD SELF DRILLING SCREWS PER STUD.

ALL BACKING TO SPAN MIN OF (3) STUDS. BACKING

TRACKS TO BE Fy=50KSI STEEL

PLATE BACKING: USE FOR

FOLLOWING ITEMS

A

1. FLOOR MOUNTED BASE CABINETS.

2. WALL MOUNTED DISPENSERS AND HARDWARE

WEIGHTING LESS THAN 20 LBS.

3. MIRRORS

4. BACKING AT THE BOTTOM OF WALL HUNG CABINETS

LESS THAN 15" IN DEPTH.

TRACK BACKING: USE FOR

FOLLOWING ITEMSB

1. HANDRAILS (UP TO 250#)

2. FLOOR MOUNTED CABINETS GREATER THAN 3' -0" IN

HEIGHT.

3. WALL HUNG CABINETS GREATER THAN 15" IN DEPTH AND

AT THE TOP OF WALL HUNG CABINETS LESS THAN 15" IN

DEPTH.

C ALTERNATE TO B

14 GA FABRICATED

FLUSH MOUNT BACKING.

OPA #0192

(4) #10 SMS TYP

SEE BACKING PLATE TYPE B FOR ADDITIONAL NOTES.

1/ 2"

T Y

P

6"

1/2"

16GA SECTION MAY SUBSTITUTE FOR 1 1/4"

FLANGE WITHOUT STIFFENER LIP AS SHOWN IN

'B' ABOVE WITH THE FOLLOWING LIMITATIONS:

• STUD SPACING IS 16- INCHES ON CENTER OR

LESS

• FOR 200 POINT LOADS MAX

• F/Y = 50 ksi STEEL

D ALTERNATE TO B

EQ

EQ

6"

METAL STUD: SEE PLANS

FOR TYPES.

METAL STUD:

SEE PLANS FOR TYPES.

METAL STUD:

SEE PLANS FOR TYPES.

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS

LESS THAN 2' - 0" FOR GYP BD. OR 16"

FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO

BEARING STUD

GYP BD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING

WHERE REQ'D

ISOMETRIC OF CONSTRUCTION JT.

SECTION A

DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS REQ'D

METAL

ANCHOR CLIP

METAL DOOR

FRAME

TERMINATED

STOP, UNO

SEC B

CONTROL JOINT.

BOTH SIDES OF

PARTITION

6" M

A X

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

V A

R

IE

S

E Q

E Q

E Q

E Q

D

RUNNER

BET

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

3/ 4"

M

IN

JAMB DEPTH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/

4"

M

IN

1/2" M

IN

5/8" M

AX

STUDWIDTH

3/ 4"

M

IN

GYPSUM CONTROL JOINT,

BOTH SIDES OF PARTITION

@ DOOR & BORROWED LIGHT

HEADS

SEE NOTE 1

Revised: 07/21/2025

WALL ASSEMBLY

1" LIMESTONE THIN VENEER

ADHESIVE MORTAR

SCRATCH COAT

LATH

DRAINAGE/VENTILATION MAT

1" INSULATION, CONTINUOUS

LIQUID VAPOR BARRIER

5/8" EXTERIOR SHEATHING

2x6 WOOD STUDS

- BATT INSULATION TO FILL CAVITY

5/8" GYP BD

6 5/8" 3"

9 5/8"

GRID

SS6

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE601

INTERIOR PARTITION TYPES AND

DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

NOT TO SCALE3

TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS AND WINDOWS

INTERIOR PARTITION TAG SUBSCRIPT KEY

TYPES - PARTITION

GUIDELINE - RATED WALL INTERSECTIONS

PARTITION BLOCKING-BACKING TYPES

TYPES - WALL

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

AG ALL GLASS

BF BIFOLD

BFG BIFOLD GLASS

DDUTCH

DG DUTCH GLASS

DS DUTCH W/SHELF

F FLUSH

G2 GLASS 2 LIGHT

G3 GLASS 3 LIGHT

GF GLASS FULL

GH GLASS HALF

LF LOUVER FULL

LGH LOUVER GLASS HALF

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED-CASED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NV NARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVC NARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

V VISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO PANEL TYPE ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

FRAME SUFFIXES

FINISHED

FLOOR

HM-F

WD-F

HM-NV

WD-NV

HM-GH

WD-GH

HM-GF

WD-GF

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

WIDTH

OPENING

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

O P

E N

IN

G

H E

IG

H

T

O P

E N

IN

G

H E

IG

H

T

M A

X

M

IN

6"6"

M A

X

M

IN

6" 6"

1' -0

M

IN

6"

FINISHED

FLOOR

HMS-1 HMM-1

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING

HMS-2

O P

E N

IN

G

H E

IG

H

T

WIDTH

OPENING1'-6"

MG1

FACE OF WALL

HM FRAME

CORRIDOR

SIDE

A

HEAD

HM FRAME

DOOR

- SEE OPENING

SCHEDULE

JAMBS

C

DOOR OR GLAZING / STOP

(SHOWN) AS

SCHEDULED -SEE

OPENING SCHEDULE

ROOM SIDE

B

SEE NOTE 2

O N

P

LA

N

2" U

N O

T Y

P E

S E

E F

R A

M E

S E

E N

O T

E

TYPES UNO

SEE GPBD PTN

SEE NOTE 4

SEE GPBD PTN

5 3/4" AT MASONTY UNO

TYPES UNO

SEE GPBD PTN

5 3/4" AT MASONTY UNO

T Y

P E

S E

E F

R A

M E

TYPES UNO

SEE GPBD PTN

5 3/4" AT MASONTY UNO

T Y

P E

S E

E F

R A

M E

HM FRAME

DOOR

- SEE OPENING

SCHEDULE

1. 5/8" AT 20 MINUTE FIRE RATED FRAMES AND NON-RATED FRAMES, 3/4" AT FIRE

RATED FRAMES OF 45 MINUTES AND ABOVE.

2. 5/8" AT 20 MINUTE FIRE RATED FRAMES AND NON-RATED FRAMES, 1" AT FIRE RATED

FRAMES OF 45 MINUTES AND ABOVE.

3. FOR FRAMES IN GPBD PARTITIONS, VERIFY THAT THE FRAME THROAT DEPTH

MATCHES THE PARTITION THICKNESS.

4. 5 3/4" AT MASONRY OR DEEP GPBD WALL RECESSES WHERE FRAME DOES NOT

WRAP THE WALL.

FRAME PROFILE NOTES:

2" A

S S

C H

E D

HM FRAME

DOOR AS SCHED

WOOD STUDS

GYP BD

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS

AND PARTITION TYPES

2. SEE FOR FRAME PROFILE

INFORMATION.

/3 AE602

VARIES

A S

S C

H E

D

WOOD STUDS

GYP BD

HM FRAME

DOOR AS SCHED

2"

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS

AND PARTITION TYPES

2. SEE FOR FRAME PROFILE

INFORMATION.

/3 AE602

TYPICAL PARTITION / WALL

18"

TYPICAL PARTITION / WALL

CL

12"

CL

AUTOMATIC DOOR

OPERTATOR PUSH PAD

AUTOMATIC DOOR

OPERTATOR PUSH PAD

PUSH SIDE

PULL SIDE

DOOR

PERPENDICULAR PARTITION. SEE

PLAN

C L

AUTOMATIC DOOR

OPERTATOR PUSH PAD

IG-1

FINISHED

FLOOR

7' -7

/2

3'-6"

/4

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

OPTIONAL BID #1

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

900 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTECHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

C U s e rs

\l c a m p o v e rd e -l o a y z a \D o c u m e n ts

\1

-A

-R

L C a m p o v e rd e

-L o a y z a

.r v t

/2

/2

:5

:5

A

M

AE602

DOOR SCHEDULE AND ELEVATIONS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 CM MWC

BID DOCUMENTS

18704

OPENING SCHEDULE

ASSOCIATED ROOMS OPENING PANEL INFORMATION FRAME INFORMATION

H D

W G

R O

U P

F

IR

E L

A B

E L

(M

IN

G A

S K

E T

E

LE

C T

R

IC

A L

S L

A B

E L

S T

C R at in g

SOUND

PROOF COMMENTSFROM ROOM NAME TO ROOM NAME NUMBER WIDTH HEIGHT

PANEL

TYPE

2ND

PANEL

TYPE

PANEL

GLAZING FRAME TYPE

FRAME

GLAZING

STAIR 2 BASEMENT B01A 3'-0" 7'-0" HM-F NONE HMM-1 NONE

STAIRS BASEMENT B02A 2'-10" 6'-8" WD-F NONE HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

BASEMENT BASEMENT B02B 3'-0" 7'-0" WD-F NONE HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

BASEMENT TR B03A 3'-0" 7'-0" WD-F NONE HMS-1 NONE SH1 X TRANSPARENT FINISH

BASEMENT ELECTRICAL B04A 3'-0" 7'-0" WD-F NONE HMS-1 NONE 6 X TRANSPARENT FINISH

LOBBY HAC 102A 3'-0" 8'-0" WD-F NONE HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

LOBBY MENS 103A 3'-0" 8'-0" WD-F NONE HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

LOBBY WOMENS 104A 3'-0" 7'-8" WD-F NONE HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

LOBBY HALLWAY 105A 3'-0" 8'-0" WD-GF FG-X HMS-1 NONE EXISTING TO REMAIN, REFINISH

WITH TRANSPARENT FINISH

HALLWAY 105B 3'-0" 7'-0" HM-F NONE HMS-1 NONE E3 X

HALLWAY 105C 3'-0" 7'-0" HM-F NONE HMS-1 NONE E3 X

HALLWAY ADMIN OFFICER 107A 3'-0" 7'-0" WD-F NONE HMS-2 NONE HW-1

B

X

HALLWAY MULTIPURPOSE ROOM 108A 3'-0" 7'-0" WD-F NONE HMS-2 NONE HW-1

B

X

HALLWAY STORAGE 111A 5'-0" 7'-0" WD-F WD-F NONE HMS-1 NONE EXISTING TO REMAIN

HALLWAY MENS LOCKER ROOM 114A 3'-0" 7'-0" WD-F NONE HMS-1 NONE 2

HALLWAY DIRECTOR 117A 3'-0" 7'-0" WD-F NONE HMS-2 NONE HW-1

B

X

HALLWAY ASSISTANT DIRECTOR 118A 3'-0" 7'-0" WD-F NONE HMS-2 NONE HW-1

B

X

HALLWAY BUDGET ANALYST 119A 3'-0" 7'-0" WD-F NONE HMS-1 NONE 3 X X

HALLWAY PROGRAM ANALYST 120A 3'-0" 7'-0" WD-F NONE HMS-1 NONE 3 X X

WOMENS LOCKER ROOM STAFF WOMEN B03F 3'-0" 7'-0" WD-F NONE HMS-1 NONE 2A

HALLWAY WOMENS LOCKER ROOM B03H 3'-0" 7'-0" WD-F NONE HMS-1 NONE 2

MENS LOCKER ROOM STAFF MEN B03J 3'-0" 7'-0" WD-F NONE HMS-1 NONE 2A

TYPES - DOOR PANELSTYPES - DOOR FRAMES

3" = 1'-0"

HM FRAME PROFILES

1 1/2" = 1'-0"

HM DOOR FRAME IN WOOD STUD PARTITION - JAMB

1 1/2" = 1'-0"

HM DOOR FRAME IN WOOD STUD PARTITION - HEAD

AUTOMATIC DOOR OPERATOR (ADO) CLEARANCES

SF1 - STOREFRONT

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620…