568A4-21-208 HOT SPRINGS VA DOMICILIARY RENO BLDG 9_Part9.pdf

DN

UP

A

B

C

D

10 13 14 D1

AD301

D5

AD301

B4

AD301

1 7/8" / 1'-0"

2 3/8" / 1'-0"

D3

AD301

4 5 6 7 8 9 11 12

2.03

2.05A

2.05A

2.05A

2.03

2.05B

2.03

2.05A

2.05A

2.05A

2.05A2.05A

2.05A

2.10

2.102.10

2.10

2.05A

2.05A2.05A2.05A

2.05A2.05A2.05A

2.102.10

2.102.10 2.102.10

2.102.10

2.05A

2.05B

2.05A

2.05B

2.05A2.05A

2.05A2.05A

2.05A2.05A 2.05A

2.032.03

2.03

2.05A

2.05A 2.05A2.05A2.05A 2.05A2.05A

2.03

2.03 2.05A2.05A

2.03

2.05A

2.05A

2.05A2.05A

2.05C 2.05A2.05A

2.11B

2.11B

2.05A

2.05C

2.10

2.102.10

2.12B

2.23

2.13

2.11B

2.11B

2.13

2.13

2.13

2.14C

17'-2 1/2"

2.14A

V F

Y

'-4

/4

V F

Y 5'

-1

3/ 4"

2.03

2.05A2.05A2.05A

VFY

8'-9 1/8"

VFY

7'-4 1/2"

2.152.152.152.152.15

2.152.152.152.152.15

2.15

2.16

2.24

V F

Y

6' -7

/4

V F

Y 2'

-2

VFY

42'-7 3/4"

VFY

8'-0"

2.05

2.05

1 7/8" / 1'-0"

2.11B

NIC

2.17C

2.17C

2.17C

2.17C

2.17C

2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C

2.17C

2.17B

2.17B

2.17B

2.17B

2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B

2.17B

2.17A2.17A

2.17A

2.07

2.17D

2.17D

2.18

2.18

DAYROOM

PATIENT

QUARTERS

1-BED

HAC

BATH

TOILET

TR

OFFICE

CORRIDOR

2.08

2.25

2.30

2.30

2.30

2.30

2.15A

100'-0"

96'-10 1/2"+/-

1.05

2.04D

2.04D

2.27

2.27

2.232.232.23 2.23 2.23 2.23

2.23

2.04A

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

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8"

'-0

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O O

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1/ 4"

'-0

T H

R E

E E

IG

H

T H

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IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

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O

N E

F O

O T

3/

4"

'-0

O

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I N

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N E

F O

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1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

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E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD101

DEMOLITION PLAN - 1ST FLOOR

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

3/16" = 1'-0" D5

DEMOLITION PLAN - FIRST FLOOR

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

1.05 PROTECT EXISTING FIREPLACE DURING DMEOLITION & CONSTRUCTION.

2.03 REMOVE DOOR & FRAME IN ENTIRETY

2.04A REMOVE EXISTING WINDOW & FRAME. RETAIN WINDOW FOR REINSTALLATION AS W1.

2.04D REMOVE WINDOW SILL & TRIM @ SALVAGE FOR REINSTALLATION. STRIP AND PREP FOR NEW

STAIN.

2.05 REMOVE WALL.

2.05A REMOVE PLASTER WALL IN ENTIRETY.

2.05B REMOVE PORTION OF MASONRY WALL FOR OPENING. SEE PLANS FOR LOCATION.

2.05C REMOVE MASONRY WALL.

2.07 REMOVE WINDOW SCREEN.

2.08 REMOVE STORAGE CABINET AND SALVAGE FOR REINSTALLATION.

2.10 REMOVE FABRICATED INTERIOR WALL PARTITION IN ENTIRETY.

2.11B REMOVE EXISTING RAMP, SEE STRUCTURAL. SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF ASBESTOS CONTAINING FLOOR MATERIAL.

2.12B REMOVE EXISTING EXT. STAIR. MAY RETAIN AS NECESSARY FOR USE DURING

DEMOLITION/CONSTRUCTION. CONFIRM W/ COR.

2.13 REPAIR/LEVEL FLOOR AND PREP TO RECEIVE NEW FINISHES.

2.14A CUT & REMOVE EXISTING FLOOR FOR NEW ELEVATOR, SEE STRUCTURAL

2.14C CUT & REMOVE EXISTING FLOOR FOR STAIRS AND LANDING. SEE STRUCTURAL

2.15 REMOVE PLUMBING FIXTURE. SEE MECHANICAL.

2.15A REMOVE SHOWER SURRONDS AND PLUMBING FIXTURES. SEE MECHANICAL

2.16 REMOVE PRIVACY STALLS.

2.17A REMOVE PORCH FLOORING. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17C REMOVE PORCH SCREENING, RAILINGS, & FRAMING, SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF LBP.

2.17D REMOVE DOWNSPOUT. SALVAGE FOR REINSTALLATION.

2.18 REMOVE COLUMN. SEE STRUCTURAL

2.23 CUT & REMOVE TOP 3/4-INCH OF EXISTING FLOOR FOR NEW TILE SLOPE TO DRAIN.

2.24 CUT & REMOVE FLOOR AND JOISTS TO ACCOMODATE CHASE. SEE STRUCTURAL.

2.25 REMOVE MECH ELEMENT. CONCRETE SLAB TO REMAIN. SEE MECHANICAL.

2.27 REMOVE MECH ELEMENT. SEE MECHANICAL.

2.30 REMOVE DUCT. SEE MECHANICAL.

ISSUE # DESCRIPTION DATE

1 BID DOCUMENTS 06/03/2025

UP

A

B

C

D

10 13

D1

AD301

D5

AD301

B4

AD301

D3

AD301

________4 5 6 7 8 9 11 12

2.03

2.03

2.04A

2.05A2.05A

2.05A2.05A2.05A

2.05A

2.05A2.05A 2.05A2.05A2.05A

2.05B

2.05A

2.10

2.10

2.10 2.10

2.10

2.10

2.10

2.05A

2.05A2.05A2.05A

2.05A2.05A2.05A

2.102.10

2.102.10

2.102.10

2.102.10

2.05A

2.05A

2.03

2.05B

2.05A2.05A

2.05A

2.03

2.03

2.05A

2.05A2.05A

2.03

2.05A2.05A

2.11B

2.05A2.05A

2.03

2.03

2.03

2.12A

2.05A

2.032.03

2.05A2.05A2.05A

2.05A 2.05A2.05A

2.05A2.05A

2.12B

2.05C

2.05C

2.11D

2.23

2.13

2.13

2.14A

2.13

2.05A

2.13

V F

Y

'-4

/4

V F

Y 5'

-1

3/ 4"

VFY

8'-9 1/8"

VFY

7'-4 1/2"

2.152.152.152.152.152.152.15

2.152.152.152.15

2.16

2.24

VFY

42'-7 3/4"

VFY

8'-0"

V F

Y

2' -2

V F

Y

6' -7

/4

2.17A2.17A

2.17A

2.17C

2.17C

2.17C

2.17C

2.17C

2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C 2.17C

2.17C

2.17B

2.17B

2.17B

2.17B

2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B 2.17B

2.17B

2.17D

2.17D

2.18

2.18

OFFICE

PATIENT

QUARTERS

TOILET

BATH

202A

CHASE

HAC

OFFICE

OFFICE 209

OFFICE

CORRIDOR

STAIR

2.08

2.30

2.30

2.30

2.30

2.30

2.15A

2.05B

2.13

2.11

114'-0"

110'-5 3/4"+/-

1 3/4" / 1'-0"

1.05

2.04D

2.04D

2.04D

2.27

2.232.23 2.232.23 2.23 2.23

2.23

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

3/16" = 1'-0" D5

DEMOLITION PLAN - SECOND FLOOR

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

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O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

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IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD102

DEMOLITION PLAN - 2ND FLOOR

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

1.05 PROTECT EXISTING FIREPLACE DURING DMEOLITION & CONSTRUCTION.

2.03 REMOVE DOOR & FRAME IN ENTIRETY

2.04A REMOVE EXISTING WINDOW & FRAME. RETAIN WINDOW FOR REINSTALLATION AS W1.

2.04D REMOVE WINDOW SILL & TRIM @ SALVAGE FOR REINSTALLATION. STRIP AND PREP FOR NEW

STAIN.

2.05A REMOVE PLASTER WALL IN ENTIRETY.

2.05B REMOVE PORTION OF MASONRY WALL FOR OPENING. SEE PLANS FOR LOCATION.

2.05C REMOVE MASONRY WALL.

2.08 REMOVE STORAGE CABINET AND SALVAGE FOR REINSTALLATION.

2.10 REMOVE FABRICATED INTERIOR WALL PARTITION IN ENTIRETY.

2.11 REMOVE EXISTING FLOOR, SEE STRUCTURAL.

2.11B REMOVE EXISTING RAMP, SEE STRUCTURAL. SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF ASBESTOS CONTAINING FLOOR MATERIAL.

2.11D REMOVE EXISTING FLOOR FOR ELEVATOR SHAFT OPENING, SEE STRUCTURAL

2.12A REMOVE EXISTING INT. STAIR.

2.12B REMOVE EXISTING EXT. STAIR. MAY RETAIN AS NECESSARY FOR USE DURING

DEMOLITION/CONSTRUCTION. CONFIRM W/ COR.

2.13 REPAIR/LEVEL FLOOR AND PREP TO RECEIVE NEW FINISHES.

2.14A CUT & REMOVE EXISTING FLOOR FOR NEW ELEVATOR, SEE STRUCTURAL

2.15 REMOVE PLUMBING FIXTURE. SEE MECHANICAL.

2.15A REMOVE SHOWER SURRONDS AND PLUMBING FIXTURES. SEE MECHANICAL

2.16 REMOVE PRIVACY STALLS.

2.17A REMOVE PORCH FLOORING. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17C REMOVE PORCH SCREENING, RAILINGS, & FRAMING, SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF LBP.

2.17D REMOVE DOWNSPOUT. SALVAGE FOR REINSTALLATION.

2.18 REMOVE COLUMN. SEE STRUCTURAL

2.23 CUT & REMOVE TOP 3/4-INCH OF EXISTING FLOOR FOR NEW TILE SLOPE TO DRAIN.

2.24 CUT & REMOVE FLOOR AND JOISTS TO ACCOMODATE CHASE. SEE STRUCTURAL.

2.27 REMOVE MECH ELEMENT. SEE MECHANICAL.

2.30 REMOVE DUCT. SEE MECHANICAL.

A

B

C

D

10 13

D5

AD301

B4

AD301

D3

AD301

4 5 6 7 8 9 11 12

2.12A

2.11D

2.05A2.05A

2.05A

VFY

13'-4"

V F

Y

9' -7

/8

V F

Y

8' -1

3/

8"

2.11F

2'-4"

6' -6

6'

-1 0"

1.101.101.10

1.10

1.10

2.30

2.30

2.30

2.30

2.06C2.06C 2.06C 2.06C

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD103

DEMOLITION PLAN - ATTIC

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

TRUE

NORTH

PLAN

NORTH

3/16" = 1'-0" D5

DEMOLITION PLAN - ATTIC

KEYNOTES

KEY VALUE KEYNOTE TEXT

1.10 SEE STRUCTURAL FOR TEMPORARY SHORING OF EXISTING ROOF DURING PORCH

RECONSTRUCTION.

2.05A REMOVE PLASTER WALL IN ENTIRETY.

2.06C PATCH AND/OR REPLACE EXISTING DAMAGED OR MISSING FOIL FACED BATT INSULATION AS

NEEDED AT ROOF ASSEMBLY. GC TO NOTIFY ARCHITECT & OWNER OF ANY DAMAGED ROOF

JOISTS OR DECKING THAT IS DISCOVERED BEFORE PROCEEDING WITH NEW CONSTRUCTION.

2.11D REMOVE EXISTING FLOOR FOR ELEVATOR SHAFT OPENING, SEE STRUCTURAL

2.11F REMOVE EXISTING FLOOR FOR NEW INT. STAIR. SEE STRUCTURAL

2.12A REMOVE EXISTING INT. STAIR.

2.30 REMOVE DUCT. SEE MECHANICAL.

D1

AD301

D5

AD301

B4

AD301

A.F.F.9'-3"

A.F.F.9'-3"

A.F.F.9'-3" A.F.F.9'-3"

A.F.F.9'-3"

A.F.F.9'-3"

A.F.F.9'-3"

A.F.F.8'-0" A.F.F.8'-0"

A.F.F.9'-3"

A.F.F.8'-0" A.F.F.8'-0" A.F.F.8'-0"

A.F.F.7'-6"

D3

AD301

2.06A

2.06A

2.06A

2.06A 2.06A 2.06A 2.06A

2.06B 2.06B

2.06B 2.06B

2.06B

2.06A 2.06A

2.06A

A.F.F.9'-3"

2.06A

2.06A 2.06A

A.F.F.9'-3" A.F.F.9'-3"

A.F.F.9'-3"

A.F.F.8'-6"

A.F.F.12'-6"1 7/8" / 1'-0" 2.06A

2.06A

NIC

2.17B 2.17B

2.17B

2.17B

011 012

008 009

010A

2.28

2.28

2.28

2.28

2.28A

2.28A

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

3/16" = 1'-0" D5

DEMOLITION RCP - BASEMENT

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD110

DEMOLITION RCP - BASEMENT

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.06A REMOVE PLASTER CEILING IN ENTIRETY.

2.06B REMOVE EXISTING CEILING TILE & GRID.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.28 REMOVE LIGHT FIXTURE (TYP). SEE ELECTRICAL.

2.28A REMOVE EXIT SIGNAGE (TYP). SEE ELECTRICAL.

D1

D5

AD301

B4

AD301

A.F.F.12'-5 1/2"

A.F.F.12'-0" 2" / 1'-0"

A.F.F.8'-0"A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.12'-5 1/2"

A.F.F.12'-5 1/2"

A.F.F.12'-5 1/2"

A.F.F.12'-5 1/2"

D3

AD301

A.F.F.12'-5 1/2"

A.F.F.11'-6"

A.F.F.12'-5 1/2"

A.F.F.12'-5 1/2"A.F.F.12'-5 1/2"

2.06A

2.06A

2.06A 2.06A

2.06A

2.06A

2.06A

2.06A

2.06A

2.06A

2.06B

2.06B

2.06B

A.F.F.17'-7 1/2"

A.F.F.9'-10 1/2"

NIC

2.06A

2.06A

2.06A

2.17B

2.17B 2.17B

2.17B

103 102 101

2.29

2.29

2.28

2.28

2.28

2.27

2.27

2.27

2.27

2.28

2.28A

2.28A

2.28A

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD111

DEMOLITION RCP - 1ST FLOOR

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

3/16" = 1'-0" D5

DEMOLITION RCP - FIRST FLOOR

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.06A REMOVE PLASTER CEILING IN ENTIRETY.

2.06B REMOVE EXISTING CEILING TILE & GRID.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.27 REMOVE MECH ELEMENT. SEE MECHANICAL.

2.28 REMOVE LIGHT FIXTURE (TYP). SEE ELECTRICAL.

2.28A REMOVE EXIT SIGNAGE (TYP). SEE ELECTRICAL.

2.29 REMOVE CEILING FAN (TYP). SEE ELECTRICAL.

D5

B4

AD301

D3

AD301

A.F.F.11'-11 1/4"

A.F.F.10'-11 1/4"

A.F.F.11'-11 1/4"

A.F.F.11'-11 1/4"A.F.F.11'-11 1/4"

A.F.F.11'-11 1/4"

A.F.F.11'-11 1/4"

A.F.F.11'-11 1/4"

A.F.F.11'-11 1/4"

A.F.F.8'-0"A.F.F.8'-0"

A.F.F.8'-0"

A.F.F.9'-4"

2.06A

2.06A

2.06A

2.06A

2.06A

2.06A

2.06A

2.06A 2.06A 2.06A

2.06B

2.06B2.06B

2.17B2.17B

2.17B

2.17B

2.17B

202203

202A

207 209

2.272.29

2.27

2.29

2.28

2.06A

2.27 2.27

2.27 2.27

2.28A

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD112

DEMOLITION RCP - 2ND FLOOR

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

3/16" = 1'-0" D5

DEMOLITION RCP - SECOND FLOOR

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.06A REMOVE PLASTER CEILING IN ENTIRETY.

2.06B REMOVE EXISTING CEILING TILE & GRID.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.27 REMOVE MECH ELEMENT. SEE MECHANICAL.

2.28 REMOVE LIGHT FIXTURE (TYP). SEE ELECTRICAL.

2.28A REMOVE EXIT SIGNAGE (TYP). SEE ELECTRICAL.

2.29 REMOVE CEILING FAN (TYP). SEE ELECTRICAL.

BASEMENT

89'-2 1/2"

ATTIC FLOOR

126'-5 3/4"

FIRST FLOOR

100'-0"

SECOND FLOOR

114'-0"

ARCADE LL

96'-10 1/2"

ARCADE UL

107'-0 1/2"

ABCD

D5

AD301

________ B4

AD301

2.06A

2.05

2.06A 2.06A

2.05A

2.05A 2.11B

2.06A

2.05

2.05

2.06A

2.06A

2.19

2.19A

2.17C

2.17B

2.17A

2.17A

2.17D

2.06C

BASEMENT

89'-2 1/2"

ATTIC FLOOR

126'-5 3/4"

FIRST FLOOR

100'-0"

SECOND FLOOR

114'-0"

ARCADE LL

96'-10 1/2"

ARCADE UL

107'-0 1/2"

101314 D1

AD301

9' -8

/4

2.11B

2.11B

2.06A

2.05

2.11

2.06A

2.11B

2.05A

2.05A

2.05

2.05

2.032.032.03

2.032.03

2.032.032.03

2.12

2.06A

2.06A

2.06A

2.03

2.03

2.19A

2.06A

2.06C

2.06C

BASEMENT

89'-2 1/2"

ATTIC FLOOR

126'-5 3/4"

FIRST FLOOR

100'-0"

SECOND FLOOR

114'-0"

ARCADE LL

96'-10 1/2"

ARCADE UL

107'-0 1/2"

10 13 14 D1

AD301

________D3

AD301

4 5 6 7 8 9 11 12321

2.04A

2.04A

2.03

2.05B

2.13

2.05A

2.05A2.05A2.05A

2.05A

2.102.10

2.06A

2.102.05A 2.10

2.05A

2.05A2.05A 2.10 2.05A 2.10 2.05A

2.06A

2.10 2.05A 2.10 2.05A

2.05A

2.05B

2.03

2.06A 2.06A

2.05A2.05A

2.032.05A

2.05A

2.03

2.05A2.05A

2.05A2.05A2.05A

2.05A2.05A2.05A2.05A 2.06A

2.05A2.05A 2.05A2.05A 2.05A2.05A

2.06A

2.05A2.05A

2.05A

2.05A2.05A 2.05A2.05A2.05A

2.06A

2.05A2.05A

2.06A 2.05A2.05A

2.05B

2.03

2.06A

2.05A2.05A

2.05A2.05A

2.03

2.05A

2.11B

2.11B

2.11B

2.06A 2.05A

2.03

2.03

2.132.05C

2.05A

2.06A

2.06A

2.032.03

2.05A

2.03

2.05B

2.13

2.05A

2.96

2.05A 2.06A

2.05A

2.032.03

2.05A

2.032.03

2.06A

2.05A

2.05A2.05A2.05A2.05A

2.05A2.05A

2.06A

2.17B

2.17B

2.17B

2.17A

2.17A

2.19

2.30

2.30

2.06C

2.06C 2.06C

2.06C

BASEMENT

89'-2 1/2"

ATTIC FLOOR

126'-5 3/4"

FIRST FLOOR

100'-0"

SECOND FLOOR

114'-0"

ARCADE LL

96'-10 1/2"

ARCADE UL

107'-0 1/2"

A B C D D5

AD301

________B4

AD301

'-0

'-9

/2

'-1

1/

4"

'-0

/4

2.05A

2.05A

2.03

2.03

2.03

2.05A2.05A

2.05A

2.05B

2.09

2.06A

2.06A

2.06A2.06A

2.05B

2.05A

2.05A2.05A

2.05B

2.06A

2.05A2.05A

2.05B

2.06A

2.06A

2.17C

2.17A

2.17B

2.17B

2.17B

2.17A

2.17A

2.08

2.08 2.30

2.30

2.06C

GENERAL DEMOLITION NOTES

H. PROTECT ALL EXISTING UTILITIES UON.

I. WHERE APPLICABLE, ROOF PROTECTION IS TO BE PROVIDED FOR EXISTING ROOFS DURING ALL

PHASES OF CONSTRUCTION.

J. PATCH REMAINING EXISTING CONSTRUCTION AFFECTED BY DEMOLITION AS NEEDED.

K. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION & FINISHES UON.

L. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.

M. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.

N. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE

RATING.

O. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE

OWNER UON.

P. REFERENCE HAZARDOUS MATERIALS, MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION

SHEETS FOR INFORMATION REGARDING DEMOLITION OF HAZARDOUS MATERIALS.

Q. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR &

ROOF PENETRATIONS.

R. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UON.

S. PLUMBING ON BASEMENT LEVEL TO BE REMOVED TO BELOW THE FLOOR AND CAPPED. SEE

STRUCTURAL FOR CONCRETE PATCH DETAILS.

T. EXISTING INTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD AND PREPPED FOR

NEW STAIN FINISH. EXISTING EXTERIOR PAINTED WOOD SURFACES TO BE STRIPPED TO BARE WOOD

AND PREPPED FOR NEW PAINT.

U. STRIP EXISTING STAINED WOOD WINDOWS, TRIM, AND SILLS. PREPARE FOR NEW STAIN FINISH.

EXISTING WOOD TRIM AND SILLS TO BE REMOVED AND SALVAGED AS NECESSARY FOR

REINSTALLATION

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

DEMOLITION LEGEND

AREA NOT IN CONSTRUCTION BOUNDARIES

EXISTING COMPONENTS TO REMAIN

EXISTING COMPONENTS TO BE DEMOED

1/8" = 1'-0" D1

DEMO SECTION - ARCADE LINK

1/8" = 1'-0"

D5

DEMO SECTION - SOUTH RAMP

1/8" = 1'-0" B4

DEMO SECTION - W/E & NORTH RAMP

1/8" = 1'-0" D3

DEMO SECTION - N/S PATIENT ROOMS

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AD301

DEMOLITION SECTIONS

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.03 REMOVE DOOR & FRAME IN ENTIRETY

2.04A REMOVE EXISTING WINDOW & FRAME. RETAIN WINDOW FOR REINSTALLATION AS W1.

2.05 REMOVE WALL.

2.05A REMOVE PLASTER WALL IN ENTIRETY.

2.05B REMOVE PORTION OF MASONRY WALL FOR OPENING. SEE PLANS FOR LOCATION.

2.05C REMOVE MASONRY WALL.

2.06A REMOVE PLASTER CEILING IN ENTIRETY.

2.06C PATCH AND/OR REPLACE EXISTING DAMAGED OR MISSING FOIL FACED BATT INSULATION AS

NEEDED AT ROOF ASSEMBLY. GC TO NOTIFY ARCHITECT & OWNER OF ANY DAMAGED ROOF

JOISTS OR DECKING THAT IS DISCOVERED BEFORE PROCEEDING WITH NEW CONSTRUCTION.

2.08 REMOVE STORAGE CABINET AND SALVAGE FOR REINSTALLATION.

2.09 REMOVE FENCING/CAGING MATERIAL IN ENTIRETY.

2.10 REMOVE FABRICATED INTERIOR WALL PARTITION IN ENTIRETY.

2.11 REMOVE EXISTING FLOOR, SEE STRUCTURAL.

2.11B REMOVE EXISTING RAMP, SEE STRUCTURAL. SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF ASBESTOS CONTAINING FLOOR MATERIAL.

2.12 REMOVE STAIR.

2.13 REPAIR/LEVEL FLOOR AND PREP TO RECEIVE NEW FINISHES.

2.17A REMOVE PORCH FLOORING. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17B REMOVE PORCH BEAMS AND COLUMNS IN THEIR ENTIRETY. SEE STRUCTURAL FOR TEMPORARY

SHORING OF EXISTING ROOF. SEE HAZARDOUS ABATEMENT PLANS FOR ABATEMENT OF LBP.

2.17C REMOVE PORCH SCREENING, RAILINGS, & FRAMING, SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF LBP.

2.17D REMOVE DOWNSPOUT. SALVAGE FOR REINSTALLATION.

2.19 REMOVE EXISTING FLOORING, CONCRETE SLAB TO REMAIN

2.19A EXISTING RAMP TO REMAIN

2.30 REMOVE DUCT. SEE MECHANICAL.

2.96 ABATE ASBESTOS TAN LINOLEUM SHEET FLOORING. SEE HAZARDOUS ABATEMENT PLANS FOR

ABATEMENT OF ASBESTOS CONTAINING FLOOR MATERIAL.

VFD

VFDVFD

VFD

UP

UP

B4

AE301

AE201

B4

A

B

C

D

10 13

AE201

D4

B14

STAFF

LOUNGE

B13

MH OFFICE

B12

MH OFFICE

B11

MH OFFICE

B15A

STORAGE

B16

TOILET,

WOMEN

B17

MH OFFICE

B10

MECHANICAL

B18

MH OFFICE

B19

MH OFFICE

B21

MH OFFICE

B08

MH OFFICE

B09

HAC

B05

GYM

B07

GROUP

ROOM MH

B01

STORAGE

B02

TR

B03

ELEC

ELEVATOR

AE201 D6

B20

TOILET,

MEN

D4

AE301

________ D6

AE301

________ D1

AE301

4 5 6 7 8 9 11 12

B15

GROUP

ROOM MH

AE701

D5

B06

UNASSIGNED

MH

B05A

ELEVATOR

EQUIPMENT

AI450

A2

A3 AI450

A5

A4

B

B

AI450

B1

B00

BASEMENT

CORRIDOR

B

B

B05A

B02

B03

B

B

B

B

B 18B

B

B

B

B

B15A

B

B05

B01

AI450

B2

B3

AI450 A1

B14

10.0410.04

10.04 10.0410.04

10.04 10.04

10.04 10.04

B

B04

UNASSIGNED

MH

AI450B5

AI450A1

SIM

AI450A1

SIM

10.50

10.50

10.50

10.50

AI450

B4

B

B

10.04 6.34

6.34

6.34

5.02

5.02

11.36

11.36

D1

AE503

11.31

5.02

5.02

AE701

A3 G

A T

E

10.40

5.02

32.01SLOPE SIDEWALK DOWN TO MEET EXISTING

MAX SLOPE = 1:33

14.02

10.40

135.00°

6.34

6.34

5.02

B06A

FIRE

SERVICE

L1 L1

B

A

23.02

23.04

23.04 23.04 23.04

23.04

23.04 23.04 23.0423.0423.04

23.04

23.04

23.04

23.04

D1

AE311

D2

AE311

D5

AE311

14.01

23.01 23.01

23.01

23.01

B00

BASEMENT

CORRIDOR

23.04

11.35

26.01 10.39

10.39

23.04

23.04

23.04

23.04

22.34B

22.34B

D3

AE311

D3

AE311

Sim

D4

AE311

AE502

D3

AE501

A2

22.03

AE504

D2

AE504

D3

AE504

D1

AE504

C1

AE504

B1

D2

AE501

D1

AE501

D3

AE501

8.65A

5.02

5.02

H. PROVIDE BACKING FOR ALL EQUIPMENT & HANDRAILS ATTACHED TO BUILDING WALLS.

I. WOOD BACKING IN MTL STUD WALLS AND/OR RATED WALLS TO BE FIRE TREATED UON.

J. GWB USED IN RESTROOMS, JANITOR CLOSETS, AND OTHER AREAS OF EXPOSED MOISTURE TO BE

WATER RESISTANT GWB UON. USE DURAROCK @ ALL PORCELAIN & CERAMIC TILE LOCATIONS.

K. SEE SCHEDULES & LEGENDS FOR MORE INFORMATION REGARDING WINDOW & DOOR TYPES.

L. GWB CONTROL JOINTS SHALL BE INSTALLED AS PER THE LATEST EDITIONS OF GA-216 & ASTM C840

UON. PROVIDE CONTROL JOINTS IN GWB EVERY 30'-0" MIN.

M. SEE ARCHITECTURAL INTERIOR PLANS FOR MORE INFORMATION.

N. PROVIDE ADA COMPLIANT SIGNAGE FOR ALL REQUIRED AREAS, ROOMS, & ACCESSIBLE PATHS.

O. FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.

P. MTL STUD WALLS ALONG EXISTING EXTERIOR WALLS TO BE INSULATED TO A VALUE OF R-20.

Q. ADD INSULATION TO ATTIC AS REQ'D TO MEET INSULATION VALUE OF R-49.

R. WALL CORNER PROFILE TO MATCH RADIUS OF EXISTING CORNERS, TYP., EXCEPT ROOMS WITH

PORCELAIN OR CERAMIC WALL TILE. INSTALL AT ALL VERTICAL AND HORIZONTAL EXTERNAL

CORNERS (BULLNOSE), INSIDE CORNER (COVE) AT TRANSITION FROM WALL TO CEILING, AND WHERE

SHOWN.

S. FOR TILE FLOOR INSTALLATION: CONTRACTOR TO USE SCHLUTER PRODUCTS AS BASIS OF DESIGN

FOR WATERPROOFING & KERDI & DITRA PRODUCTS AS APPLICABLE TO MANUFACTURER

RECOMMENDATIONS.

T. PROVIDE NEW STAIN FINISH ON STRIPPED EXISTING INTERIOR WOOD SURFACES THAT WERE

PREVIOUSLY PAINTED.

U. PROVIDE NEW STAIN FINISH ON STRIPPED EXISTING INTERIOR WOOD WINDOWS, TRIM AND SILLS.

V. PROVIDE NEW PAINT FINISH ON STRIPPED EXISTING EXTERIOR WOOD SURFACES.

W. REPAIR ANY CRACKED GLAZING AT EXISTING WINDOWS.

X. HEIGHT OF OPERATIONAL OR DISPENSING PORTION OF ACCESSORIES & FIXTURES NOT TO EXCEED

48" A.F.F.

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

GENERAL PLAN NOTES

3/16" = 1'-0" D5

FLOOR PLAN - BASEMENT

TRUE

NORTH

PLAN

NORTH

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.02 STEEL COLUMN, SEE STRUCT.

6.34 PROVIDE PAINTED 3/4" FIRE RETARDANT PLYWOOD OVER GWB.

8.65A ROUNDED ELEVATOR DOOR FRAME.

10.04 CLOTHES HOOK. CONTRACTOR PROVIDED AND INSTALLED.

10.39 VA PROVIDED AND INSTALLED FURNITURE

10.40 SEMI-RECESSED F.E.C.

10.50 WHITEBOARD. VA PROVIDED AND INSTALLED. CONTRACTOR TO INSTALL BLOCKING AS

REQUIRED.

11.31 WALL MOUNTED FLAT SCREEN TELEVISION AND BRACKET. VA PROVIDED AND INSTALLED.

CONTRACTOR TO INSTALL BLOCKING AS REQUIRED.

11.35 TELEPHONE CONFERENCING SYSTEM. VA PROVIDED AND INSTALLED.

11.36 WALL HUNG TELEPHONE. VA PROVIDED AND INSTALLED.

14.01 ELEVATOR.

14.02 ELEVATOR CONTROLLERS.

22.03 BI-LEVEL ADA DRINKING FOUNTAIN W/ BOTTLE FILLING STATION. REF PLUMB & SPECS.

22.34B SQUARE COVER PLATE FLOOR DRAIN. SEE PLUMBING.

23.01 MECH ELEMENT. SEE MECHANICAL.

23.02 MECH ELEMENT ON NEW CONCRETE PAD. SEE MECHANICAL.

23.04 FAN COIL. SEE MECHANICAL.

26.01 ELEC EQUIPMENT. SEE ELECTRICAL

32.01 NEW 4" CONCRETE SIDEWALK OVER GRANULAR SUB-BASE.

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

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F O

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1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AE100

ARCHITECTURAL FLOOR PLAN - BASEMENT

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

D D

W W

DN

DN

DN UP

UP

H. PROVIDE BACKING FOR ALL EQUIPMENT & HANDRAILS ATTACHED TO BUILDING WALLS.

I. WOOD BACKING IN MTL STUD WALLS AND/OR RATED WALLS TO BE FIRE TREATED UON.

J. GWB USED IN RESTROOMS, JANITOR CLOSETS, AND OTHER AREAS OF EXPOSED MOISTURE TO BE

WATER RESISTANT GWB UON. USE DURAROCK @ ALL PORCELAIN & CERAMIC TILE LOCATIONS.

K. SEE SCHEDULES & LEGENDS FOR MORE INFORMATION REGARDING WINDOW & DOOR TYPES.

L. GWB CONTROL JOINTS SHALL BE INSTALLED AS PER THE LATEST EDITIONS OF GA-216 & ASTM C840

UON. PROVIDE CONTROL JOINTS IN GWB EVERY 30'-0" MIN.

M. SEE ARCHITECTURAL INTERIOR PLANS FOR MORE INFORMATION.

N. PROVIDE ADA COMPLIANT SIGNAGE FOR ALL REQUIRED AREAS, ROOMS, & ACCESSIBLE PATHS.

O. FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.

P. MTL STUD WALLS ALONG EXISTING EXTERIOR WALLS TO BE INSULATED TO A VALUE OF R-20.

Q. ADD INSULATION TO ATTIC AS REQ'D TO MEET INSULATION VALUE OF R-49.

R. WALL CORNER PROFILE TO MATCH RADIUS OF EXISTING CORNERS, TYP., EXCEPT ROOMS WITH

PORCELAIN OR CERAMIC WALL TILE. INSTALL AT ALL VERTICAL AND HORIZONTAL EXTERNAL

CORNERS (BULLNOSE), INSIDE CORNER (COVE) AT TRANSITION FROM WALL TO CEILING, AND WHERE

SHOWN.

S. FOR TILE FLOOR INSTALLATION: CONTRACTOR TO USE SCHLUTER PRODUCTS AS BASIS OF DESIGN

FOR WATERPROOFING & KERDI & DITRA PRODUCTS AS APPLICABLE TO MANUFACTURER

RECOMMENDATIONS.

T. PROVIDE NEW STAIN FINISH ON STRIPPED EXISTING INTERIOR WOOD SURFACES THAT WERE

PREVIOUSLY PAINTED.

U. PROVIDE NEW STAIN FINISH ON STRIPPED EXISTING INTERIOR WOOD WINDOWS, TRIM AND SILLS.

V. PROVIDE NEW PAINT FINISH ON STRIPPED EXISTING EXTERIOR WOOD SURFACES.

W. REPAIR ANY CRACKED GLAZING AT EXISTING WINDOWS.

X. HEIGHT OF OPERATIONAL OR DISPENSING PORTION OF ACCESSORIES & FIXTURES NOT TO EXCEED

48" A.F.F.

A. ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION

DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & THE OWNER BEFORE

PROCEEDING WITH THE WORK.

B. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE

DRAWINGS.

C. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.

D. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.

E. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.

F. SEE STRUCTURAL, MECHANICAL, ELECTRICAL, & PLUMBING DRAWINGS FOR ADDITIONAL

INFORMATION.

G. DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR

GRID UON. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE

ABBREVIATION "CLR" IS USED UON.

GENERAL PLAN NOTES

AE201B6

B4

AE301

AE201

B4

A

B

C

D

10 13 14

AE201

D4

160 SF

LOUNGE

BEDROOM

TWO-BED

STORAGE

SOILED

UTILITY

BEDROOM

TWO-BED

BEDROOM

TWO-BED

114A

TOILET

113A

TOILET

BEDROOM

TWO-BED

BEDROOM

TWO-BED

112A

TOILET

111A

BARIATRIC

TOILET

BARIATRIC

BEDROOM

TWO-BED

BEDROOM

ONE-BED

110A

TOILET

TOILET

LAUNDRY

ELEC

TR

105A

LINEN

FIRST

FLOOR

CORRIDOR

MULTIPURPOSE

KITCHENETTE

ELEVATOR

HAC

AE201 D6

D4

AE301

________ D6

AE301

________ D1

AE301

6A 115A 11 4A

113A

111A

2A

110A

4 5 6 7 8 9 11 12

AE701

C5

105A

AI451

D6

D4

STORAGE

0A

AI450

C5

C4

116A

TOILET

115A

TOILET

AI450 C3

AI451

A4

AI451

C2

C1

AI451

B5

100A

STORAGE

AI451B1

AI451

C5

C4 C6

C2

C6 AI450D1

D2

D3

A5

AI450

D5

D4 D6 AI451 A3

A2

A1

AI451

B2

AI451

D1

D2

D3

D5

C1

AI451 C3

E

STAIRWELL

AI451

B3

AI451

B3SIM

AI451 B3

SIM

AI451B3

SIM

AI451

B3SIM

AI451 B3

SIM

AI451B3

SIM

AI451

B3SIM

AI451B3

SIM

AI451

B3SIM

AI451

B3 SIM

AI451 B3

SIM

AI451B3

SIM

3.10

AI451

B4

10.40

10.04 10.04

10.04 10.04 10.04

10.04

10.04 10.04

10.0410.04

10.04 10.04 10.04

5.02

5.02

6.346.346.34

6.346.34

6.34

10.04

10.40

5.025.02

3.10

3.10

5.02

5.02

5.02 G

A T

E

X1A

X1B

X1

CONNECTING

LINK

AE701

D4

D3

AE301

6.05

6.05

6.05

6.05 6.05

5.02

3.10

FIRST

FLOOR

CORRIDOR

11.09

D6

AE501

107A

COMPUTER

10.09 10.09

10.09 10.09 10.09 10.09

10.09

23.04

23.04

23.04

D1

AE311

D2

AE311

D5

AE311

14.01

96'-10 1/2"

5.02

5.02 22.34B

AE502

D2 ________

AE502

C2

AE502

B6 ________

AE502

C5

D3

AE311

AE501

B5

23.04

AE501

A5

AE501

A6

AE502

D6

AE501

A3

AE501

A4

6.08

6.08

D3

AE311

Sim ________D4

AE311

AE502

A2

AE502

B4

22.03

22.34B

22.3422.3422.34

6.52 6.52

6.52

6.52

6.52

3.10

D4

AI501

SIM

KEYNOTES

KEY VALUE KEYNOTE TEXT

3.10 NEW CONCRETE SLAB. SEE STRUCTURAL.

5.02 STEEL COLUMN, SEE STRUCT.

6.05 WOOD COLUMN. SEE STRUCTURAL

6.08 PORCH DECKING. SEE STRUCTURAL

6.34 PROVIDE PAINTED 3/4" FIRE RETARDANT PLYWOOD OVER GWB.

6.52 EXISTING WOOD SILL & TRIM, STRIPPED AND STAINED, AND REINSTALLED.

10.04 CLOTHES HOOK. CONTRACTOR PROVIDED AND INSTALLED.

10.09 SHOWER CURTAIN ROD AT 7'-0" AFF. CONTRACTOR PROVIDED AND INSTALLED.

10.40 SEMI-RECESSED F.E.C.

11.09 EXISTING STORAGE CABINET REINSTALLED.

14.01 ELEVATOR.

22.03 BI-LEVEL ADA DRINKING FOUNTAIN W/ BOTTLE FILLING STATION. REF PLUMB & SPECS.

22.34 FLOOR DRAIN. SEE PLUMBING.

22.34B SQUARE COVER PLATE FLOOR DRAIN. SEE PLUMBING.

23.04 FAN COIL. SEE MECHANICAL.

VA FORM 08 - 6231

A

B

C

D

A

B

C

D

2 4 5 61

6"

6"

6"

6"

O N

E E

IG

H

T H

I N

C H

O

N E

F O

O T

1/

8"

'-0

O

N E

Q U

A R

T E

R I

N C

H

O N

E F

O O

T

1/ 4"

'-0

T H

R E

E E

IG

H

T H

S

IN

C H

O

N E

F O

O T

(3 /8

1' -0

O

N E

H A

LF

I

N C

H

O N

E F

O O

T

1/ 2"

'-0

T H

R E

E Q

U A

R T

E R

S

IN

C H

O

N E

F O

O T

3/

4"

'-0

O

N E

I N

C H

O

N E

F O

O T

1"

'-0

O N

E A

N D

O N

E H

A

LF

I N

C H

E S

O

N E

F O

O T

1/ 2"

'-0

T H

R E

E

IN

C H

E S

O

N E

F O

O T

3"

'-0

32 4 5 61

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Phase

DESIGNER OF RECORD

A/E:

STAMPCONSULTANTS

STRUCTURAL:

ALBERTSON ENGINEERING, INC.

3202 W. MAIN ST., #C

RAPID CITY, SD 57702

605-343-9606

MEP:

WEST PLAINS ENGINEERING, INC.

1750 RAND ROAD

RAPID CITY, SD 57702

605-348-7455

STEPHEN KILBER MIKE SIGMAN (ELEC)

MICHAEL HEINRICH (MECH)

C :\U se rs

\K .K ue pe r\D oc um en ts \2

D om R en ov

B ui ld in g

_k yl ek 9D

U H

U .rv t 6/

2/

:0 2:

P

M

AE101

ARCHITECTURAL FLOOR PLAN - 1ST FLOOR

STONE GROUP ARCHITECTS

600 EAST 7TH ST.

SIOUX FALLS, SD 57103

605-271-1144

TODD STONE

DOM RENOVATION FOR

SEMIPRIVATE ROOMS

HOT SPRINGS, SD

DOUG SPRINKLE

06/03/2025 JM/GB/TM TL/KK

SGA #211921

VA #568A4-21-208

BID DOCUMENTS

3/16" = 1'-0" D5

FLOOR PLAN - FIRST FLOOR

TRUE

NORTH

PLAN

NORTH

W W

D D

UP

DN

DN

AE201B6

B4

AE301

AE201

B4

A

B

C

D

10 13 14

AE201

D4

LOUNGE

BEDROOM

TWO-BED

STORAGE

216A

TOILET

SOILED

UTILITY

BEDROOM

TWO-BED

BEDROOM

TWO-BED

215A

TOILET

214A

TOILET

213A

TOILET

BEDROOM

TWO-BED

BEDROOM

TWO-BED

HAC

BARIATRIC

BEDROOM

TWO-BED

BEDROOM

ONE-BED

TOILET

210A

TOILET 205

LAUNDRY

MULTIPURPOSE

KITCHENETTE

ELEC

TR

205A

LINEN

SECOND

FLOOR

CORRIDOR

AE201 D6

200A

STORAGE

D4

AE301

________ D6

AE301

________ D1

AE301

0A

6A 215A

4A

213A 21 2A

211A

4 5 6 7 8 9 11 12

AE701

B5

AE701

A4

210A

205A

212A

TOILET 211A

BARIATRIC

TOILET

200AI450C1

SIM

C2SIM

C3

SIM

AI450 C4

SIM

C5SIM

C4

SIM

AI450D1

SIM

D2SIM

D3

SIM

AI450D4

SIM

D5SIM

D6

SIM AI451A1

SIM

A3

SIM

A2 SIM

AI451

A4 SIM

A5

SIM

AI451B1

SIM

AI451

B2

SIM

AI451

C2SIM

AI451

B5 SIM

AI451

D1SIM

D2

SIM

D3SIM

AI451

D5SIM

D6SIM

D4

SIM

AI451C4

SIM

C6

SIM

C5SIM

AI451 C3

SIM

C1

SIM

STORAGE

E

AI451

B3SIM

AI451 B3

SIM

AI451B3

SIM

AI451

B3SIM

AI451 B3

SIM

AI451B3

SIM

AI451

B3SIM

AI451B3

SIM

AI451

B3SIM

AI451

B3 SIM

AI451 B3

SIM

AI451B3

SIM

AI451

B3SIM

3.10

AI451

B4 SIM

10.04 10.04

10.04

10.04

10.0410.04

10.04

10.04

10.40

10.04 10.0410.04 10.04

22.34B10.04

ATTIC

AC…