S06 - Amend 0002 - RFP - Att 01-06 - DWG - 03242025 - SPS - Sioux Falls.pdf

AE301

L

M

N

O

SB

S2 X21 G.99

21 22 23 24 6

1S

0S

A2.1

5.3

J.99

30.6

30.5

A1

G.2

C

A3.5

AE301

AE301

AE301

AE302

AE314

AE312

AE311

AE313

AE301

AE322

AE302

A3

AE314

2 3 4 4.9

B

H

G

D

E

F

1.7 1.8 4.3 5 25 7 27

C.3

A1.1

A1.7

A2.9

A2.10

30.4

30.1

LIMITS OF CONSTRUCTION

LI

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O F

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UC

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LIMITS OF CONSTRUCTION

121A

STAIR #5

TOILET

WORK

ROOM

PROCEDURE

ROOM

TOILET

CORRIDOR

MECH

SOILED

CLEAN

M.H.

ELEC

WORK

ROOM

WAITING

RECEPTION

129A

HAC

STAIR #4 131

Room

131A Room

120A Room

126B

STAIR

Room

111A Room

INTERSTITIAL

SPACE

OPEN TO

STRUCTURE

ABOVE

FF

A1.0

C52

CORRIDOR

REFLECTED CEILING PLAN SYMBOLS

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

GYP BD

CEILING /

SOFFIT

ACT CEILING

SYSTEM

EXISTING

ACT CEILING

SYSTEM

ACCESS

PANEL

2'-0" x 4'-0"

LIGHT FIXTURE

2'-0" x 2'-0"

LIGHT FIXTURE

PENDANT STRIP

LIGHT FIXTURE

EXISING 1'-0" X 2'-0"

LIGHT FIXTURE

RECESSED

LIGHT FIXTURE

MECHANICAL

SUPPLY GRILL

MECHANICAL

RETURN GRILL

WALL SCONCE

LIGHT FIXTURE

MECHANICAL

LINEAR SUPPLY

GRILL

CEILING

ELEVATION

9'-0" AFF

OR

EXISTING GYP

BD CEILING /

SOFFIT

EXISTING

RADIANT CEILING

PANEL

REFLECTED CEILING KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

RC1

18' X 18" MIN STAINLESS STEEL ACCESS PANEL. COORDINATE LOCATION

WITH MECHANICAL, ELECTRICAL AND PLUMBING AND PER SEPC SECTION

08 31 13

RC2

REMOVE AND REPLACE CEILING, INCLUDING ANY MECHANICAL /

ELECTRICAL CEILING MOUNTED ITEMS, IN THIS AREA AS REQUIRED FOR

MECHANICAL WORK. REPLACE ANY DIRTY OR DAMAGED ACT OR CEILING

GRID. SEE MEP PLANS FOR ADDITIONAL INFORMATION

RC3 STEEL CHANNEL AND STEEL POST. SEE DETAILS

RC4

LINE OF ICRA / CONSTRUCTION BARRIER, SEE SHEETS GC101 & GC111.

ALIGN EDGE OF STARC FIREBLOCK WALL SYSTEM TO EDGE OF CEILING

GRID. SEAL WALL SYSTEM AIR TIGHT TO CEILING GRID. CHECK SEAL TWICE

A DAY AND RESEAL AS NEEDED OR AS DIRECTED BY COR.

RCP GENERAL NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL CEILING MOUNTED EQUIPMENT SUPPORT

REQUIREMENTS, LOCATIONS, DIMENSIONS, ETC WITH EQUIPMENT SUPPLIER AND OWNER,

PRIOR TO INSTALLATION.

2. ALL CEILING MOUNTED ITEMS SUCH AS LIGHT FIXTURES, GRILLES, DIFFUSERS, SPEAKERS, EXIT LIGHTS, ETC SHALL BE LOCATED IN THE CENTER OF ACT PANELS, GYP BD SOFFITS

AND/OR PLASTER SOFFIT BAYS, UNLESS NOTED OTHERWISE. COORDINATE WITH

MECHANICAL AND ELECTRICAL DRAWINGS.

3. FINISHED GYP BD SOFFITS SHALL EXTEND 1" BEYOND FACE AND EXPOSED ENDS OF WALL

CABINETS, FULL-HEIGHT CABINETS, ETC UNLESS NOTED OTHERWISE. COORDINATE CABINET

DIMENSIONS WITH SUPPLIER. GYP BD FASCIA/SOFFIT DETAILS ARE REFERENCED FROM THE

REFLECTED CEILING PLAN.

4. SEE MECHANICAL DRAWINGS FOR SPRINKLER HEAD TYPES AND LOCATIONS. CENTER ALL

HEADS IN ACT UNLESS NOTED OTHERWISE.

5. AT REMODELING WORK IN EXISTING ACT SUSPENSION SYSTEM, REMOVE EXISTING PANELS,

CUT AS REQUIRED FOR CONSTRUCTION AND RE-INSTALL. REPLACE ALL DAMAGED AND / OR

EXTREMELY SOILED PANELS WITH ACT TO MATCH EXISTING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

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G io v a n n i- B a rb a ri .r v t

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/2

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AC111

INTERSTITIAL/FIRST LEVEL

REFLECTED CEILING PLAN

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"1 INTERSTITIAL/FIRST LEVEL REFLECTED CEILING PLAN

0 8' 16'4' TRUE

NORTH

PLAN

NORTH

Revisions: Date:

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

LMNO SBG.2C

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

AE301

AE302

TO PARPET (LOW ROOF)

117'-1 1/4"

AE312

AE322

AE302

B HG

NEW

EXISTING

NEW NEW EXISTING

D E FC.3

CJ

FOURTH LEVEL

147'-8"

FIFTH LEVEL

159'-7"

CJ CJ

CJ

CJ

4'- 0"

34'-8"

4'- 8"

BRICK LEDGE

BRICK LEDGE

STEP IN BRICK LEDGE (TYP). COORDINATE

WITH CIVIL GRADING PLAN

SIDEWALK - SEE CIVIL

EXTERIOR LIGHTING - SEE

ELECTRICAL (TYP)

ROOF OVERFLOW OUTLET

(TYP) - SEE MECHANICAL

CAST STONE TO TERMINATE AT THIS LOCTION. PROVIDE

FINISHED END.

SIDEWALK/ GRADE. SEE CIVIL

EXTERIOR LIGHTING - SEE

ELECTRICAL (TYP)

AE501

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

AE301

GROUND LEVEL

100'-0"

212223246 5.3 1

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

AE301

AE311

2344.9

AE602

TYP

EXISTING

EXISTING

NEW

NEW

W1 W1 W1 W1 W1

STAIRS, SEE CIVIL

AND STRUCTURAL

OBLIQUE ELEVATION

1.71.84.35

CJ

FOURTH LEVEL

147'-8"

CJCJ

BRICK LEDGE

(TYP)

STEP IN BRICK LEDGE (TYP).

COORDINATE WITH CIVIL GRADING PLAN

34'-8"4'-0"2'-8" 8"

1'- 4"

2'- 0"

SIDEWALK - SEE

CIVIL

EXTERIOR LIGHTING - SEE

ELECTRICAL (TYP)

CJ

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

AE301

EXISTING NEW

EXISTING

EXTERIOR LIGHTING - SEE ELECTRICAL (TYP)

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

OBLIQUE

NEWEXISTING

NEW

A1.0

SECOND LEVEL

123'-10"

THIRD LEVEL

135'-9"

SPS INTERSTITIAL LEVEL

113'-0"

FOURTH LEVEL

147'-8"

FIFTH LEVEL

159'-7"

AE301

METAL PANEL MP-1

EXISTING RAILING

'-1

1"

'-1 1"

'-1

1"

'-1 0"

'-7

PATCH BRICK WITH MATERIAL TO

MATCH EXISTING AT ALL REMOVED

MECHANICAL SUPPORTS FULL

HEIGHT OF WALL BOTH SIDES

SECOND LEVEL

123'-10"

THIRD LEVEL

135'-9"

SPS INTERSTITIAL LEVEL

113'-0"

FOURTH LEVEL

147'-8"

FIFTH LEVEL

159'-7"

AE301

METAL PANEL MP-1

EXISTING RAILING

'-1

0"

'-1 1"

'-1

1"

'-1 1"

'-7

PATCH BRICK WITH MATERIAL TO

MATCH EXISTING AT ALL REMOVED

MECHANICAL SUPPORTS FULL

HEIGHT OF WALL BOTH SIDES

AT LOCATIONS OF REMOVED PIPING, REMOVE BRICK(S) AS REQUIRED AND INFILL WITH BRICK TO

MATCH EXISTING. TOOTH IN BRICK AS REQUIRED. SEE MECHANICAL PLANS FOR ADDITION

INFORMATION.

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4" H

EA

D

CO

UR

SE

4" H

EA

D

CO

UR

SE

RU

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IN

G

B O

ND

CO

UR

SE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

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IN

G O

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\1

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/2

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AE201

EXTERIOR ELEVATIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"1 EXTERIOR ELEVATION - SOUTH

1/8" = 1'-0"2 EXTERIOR ELEVATION - WEST

1/8" = 1'-0"3 PARTIAL EXTERIOR ELEVATION - WEST

1/8" = 1'-0"4 PARTIAL EXTERIOR ELEVATION - NORTH

1/8" = 1'-0"5 EXTERIOR ELEVATION - STAIR TOWER - EAST

1/8" = 1'-0"6 EXTERIOR ELEVATION - STAIR TOWER - WEST

BRICK PATTERN (TYPICAL)

CASEWORK GENERAL NOTES

1. FULL HEIGHT STORAGE CABINETS (UNO)

- SHALL BE 2'-0" DEEP

- 2'-0" MAX DOOR WIDTH

- WARDROBE CABINETS TO BE 2'-0" DEEP

- PROVIDE (5) FIVE ADJ PLAM SHELVES

2. 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

3. SEE INTERIOR ELEVATIONS FOR PLAM FILLERS AND SLOPED TOPS.

4. WHERE FILLER STRIPS ARE REQUIRED, THEY SHALL BE EQUAL IN SIZE AT BOTH

ENDS OF CASEWORK (UNO).

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

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

7. PROVIDE 1" THICK SHELVES WHERE CABINETS ARE OVER 3'-0" WIDE.

8. PROVIDE GROMMETS AT WORKSTATIONS, INCLUDING NURSE STATIONS, RECEPTION

DESKS AND OTHER WORK COUNTERS. CUT IN FIELD-PROVIDE ONE PER ELECTRICAL

DEVICE BELOW COUNTER-COORDINATE LOCATIONS WITH OWNER. COLOR TO BE

SELECTED BY ARCHITECT. SEE SPECIFICATION FOR GROMMET TYPES AND SIZES.

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

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

EDGE NOSING (UNO)

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

11. PROVIDE PLYWOOD BACKING AT ALL SOLID SURFACE COUNTERTOPS.

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

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

13. COORDINATE LOCATION OF ALL UNDERCOUNTER SUPPORT WITH OWNER

FURNISHED/OWNER INSTALLED EQUIPMENT.

14. NO EXPOSED FASTENERS ON CASEWORK (UNO)

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

CASEWORK.

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

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

(UNO)

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

FABRICATION.

18. RETURN BACKSPLASH AT SIDEWALLS (UNO).

19. TUCK WALL COVERING BEHIND ALL BACKSPLASHES.

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

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

UNDERCOUNTER RECEPTACLES WITH THE ELECTRICAL CONTRACTOR.

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

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

DOOR FRONTS/DOORS OF CABINETS

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

25. BASE AS SCHEDULED (UNO)

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

27. 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)

SD

PTD

4"

TO

E

SP

AC

E

AT

" D

EE

P

UN

O

SE

E

EL

EV

AT

IO

NS

30 36

OPEN

SE

E

EL

EV

AT

IO

NS

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

SE

E

EL

EV

AT

IO

NS

SP

AC

E U N

O 4"

TO

E

EL

EV

SE

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 WITH - SEE ELEVATIONS

AT GYP BD 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

HE

IG

HT

CA

BI

NE

T

TY

PI

CA

L

1"

SC

RI

BE

/ 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

A5082

A5075

A1014

F2000

EMERGENCY EYE

WASH AND

SHOWER. SEE

MECHANICAL

S0046

F0048

S0941

BASE AS

SCHEDULED

WP-2

8'- 6"

CG-1RES-W1

S0940 S0940 S0942 S0940 S0940

S1905

F0048

BASE AS

SCHEDULED

WP-2

S0940A S0940A

A0018

S0002

S0003

S0004

S0005

S0005

AE550

STAINLESS STEEL

CABINET WITH

SLOPED TOP

3'- 0"

COUNTERTOP

SUPPORT

BRACKET AS

REQUIRED

STAINLESS STEEL

COUNTERTOP

AND BACK

SPLASH3'-

8"

AE550

VERIFY RO SIZE WITH

EQUIP MFGVERIFY RO SIZE WITH

EQUIP MFG

STAINLESS STEEL

BARRIER FLANGE BY

EQUIPMENT

SUPPLIER

AE543

8'- 6"

CG-1

CG-1

CG-1CG-1 8

AE550

RES-W1

36"

3'- 0"

2'- 2"

2'- 0"

BASE AS

SCHEDULED

WP-2 TO FULL

HEIGHT

CG-1

AE601

TYP

S5505S5505 S5505 S5505 S9610 S9610

M1801

F2700 BASE AS

SCHEDULED

WP-2

8'- 6"

CG-1

CG-1

RES-W1

M0512

S2635 A1195

S0007

M1803

F2700

BASE AS

SCHEDULED

WP-2

SF1 SF2

A5077 A5075

A5082

EMERGENCY SHOWER SEE PLUMBING

8'- 6"

CG-1 CG-1RES-W1

1'-0" x 1'-0" SST ACCESS

PANEL. COORDINATE

LOCATION WITH MECH

A1014

PP

BASE AS

SCHEDULED

WP-2

AF600

TYP

CG-1RES-W1

8'- 6"

PP

AE601

TYP

T0544

S3185

BASE AS

SCHEDULED

WP-2

M0512

STAINLESS STEEL BARRIER

FLANGE. BY GC

8'- 6"

CG-1CG-1 CG-1

CG-1

RES-W1

AE601

TYP

AE601

S0940 S0940 S0940 S0940

S0940 S0941 S0940 F0048S0942

S1905

BASE AS

SCHEDULED

WP-2

S0940A S0940A

STAINLESS STEEL BARRIER

FLANGE BY EQUIPMENT

SUPPLIER

STAINLESS STEEL BARRIER

FLANGE BY EQUIPMENT

SUPPLIER

VE

RI

FY

W

/ C O

R

3'- 8"

AE550

VERIFY RO SIZE WITH

EQUIP MFG

8'- 6"

CG-1 CG-1

RES-W1

TRIPLE GARMENT HOOK

BASE AS

SCHEDULED

WP-2 TO FULL

HEIGHT

A1014

PP

A5082

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

3'- 6" 4'-

0"

CG-1

F2015

A5077

A5075

18" x 36" MIRROR

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

CG-1

AE601

TYP

S2628

BASE AS

SCHEDULED

WP-28'-

6"

RES-W1

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 IN 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.

WP-2 TO FULL HEIGHT

CG-2 AT TOP &

WALL RETURN

BASE AS SCHEDULED

CG-2

WRAP WP-2 AT WALL RETURN

1'-0" x 1'-0" SST ACCESS

PANEL. COORDINATE

LOCATION WITH MECH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

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IN

G O

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\1

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G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:2

P

M

AE211

INTERIOR ELEVATIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/4" = 1'-0"1 INTERIOR ELEVATION - CLEAN WORKROOM ASSEMBLY H15 - WEST

1/4" = 1'-0"2 INTERIOR ELEVATION - CLEAN WORKROOM ASSEMBLY H15 -NORTH

1/4" = 1'-0"3 INTERIOR ELEVATION - CLEAN WORKROOM ASSEMBLY H15 - EAST

1/4" = 1'-0"4 INTERIOR ELEVATION - CLEAN WORKROOM ASSEMBLY H15 - SOUTH

1/4" = 1'-0"5 INTERIOR ELEVATION - DECONTAMINATION WORK AREA H21 - WEST

1/4" = 1'-0"6 INTERIOR ELEVATION - DECONTAMINATION WORK AREA H21 - NORTH

1/4" = 1'-0"7 INTERIOR ELEVATION - DECONTAMINATION WORK AREA H21 - EAST

1/4" = 1'-0"8 INTERIOR ELEVATION - DECONTAMINATION WORK AREA H21 - SOUTH

1/4" = 1'-0"10 INTERIOR ELEVATION - H25 - WEST

1/4" = 1'-0"11 INTERIOR ELEVATION - H25 - EAST

1/4" = 1'-0"12 INTERIOR ELEVATION - H25 - SOUTH

1/4" = 1'-0"9 INTERIOR ELEVATION - DETERGENT H23 - WEST

VERIFY ALL OPENINGS IN ALL PARTITIONS AT

EQUIPMENT WITH EQUIPMENT SUPPLIER

1/4" = 1'-0"13

INTERIOR ELEVATION - PARTIAL - DECONTAMINATION WORK

AREA H21 - WEST

S-1 COUNTERTOP AND

BACKSPLASH

21" 21"33"

PLAM-1 CABINETS

AE550

AE550

BASE AS

SCHEDULED

WP-1

2'-

"5'- 0"

CG-1 CG-1

BASE AS

SCHEDULED

WP-1

M0512

5'- 0"

CG-1

A1014 F3200

BASE AS SCHEDULED

AE601

TYP

BASE AS

SCHEDULED

M0512

2'-

2'-

8" 1'-

8"

18" 36" 36" 24" 18" 18"

33"24"

3'-7 1/2"

TRASH

A5082 A5075R7250

PLAM-1 CABINETS

PLAM-1 CABINETS

S-1 COUNTERTOP

AND BACKSPLASH

AE550

AE550

AE550

AE550

AE550

PT-4TR-1

1'- 4"

GYP BD AND METAL STUD INFILL, FIELD

VERIFY OPENING SIZE - SEE PLAN

VIRTUAL WINDOW - SEE ELECTRICAL

CLASSIC TYPE VIRTUAL WINDOW TRIM.

EXISTING BASE

3' -5

/2

EQ EQ

AE551

COUNTERTOP

SUPPORT

BRACKET AS

REQUIRED

STAINLESS STEEL

COUNTERTOP,

SIDE AND BACK

SPLASH

M2055

OPEN TO

BEYOND

3'- 0"

4'-0"

CORNER GUARD

BASE AS

SCHEDULED

WP-1, INSTALL ABOVE BASE WITH

OVERLAP AS RECOMMENDED BY

MANUFACTURER

3'- 0"

HANDRAIL, HR-1

CRASH RAIL, CR-1

4'- 4"

P-1

8'- 0"

1'- 0"

9'- 0"

4'-0" x 8'-0" x 3/4" AC GRADE

PLYWOOD. FINISH WITH FP-1 ALL

SIDES.

8'- 0"

1'- 0"

4'-0" x 8'-0" x 3/4" AC GRADE

PLYWOOD. FINISH WITH FP-1,

ALL SIDES

9'- 0"8'-

0" 1'-

0"

4'-0" x 8'-0" x 3/4" AC GRADE

PLYWOOD. FINISH WITH FP-1,

ALL SIDES

9'- 0"

DOOR AS SCHEDULED. SEE PLAN

AE601

TYP

3' -6

" M

IN

VIRTUAL WINDOW - SEE ELECTRICAL

CONTEMPORARY TYPE

VIRTUAL WINDOW TRIM.

INFILL AT REMOVED WINDOW. SEE PLANS.

EXISTING HANDRAIL. FEILD VERIFY

HEIGHT AND ADJUST VITRUAL

WINDOW PLACEMENT AS NEEDED.

1'-0"

AE551

7'- 2"

AE552

VIRTUAL WINDOW. SEE ELECTRICAL.

COORDINATE SIZE AND LOCATION WITH

ELEC AND OWNER.

CONTEMPORARY TYPE

VIRTUAL WINDOW TRIM.

AE313

2'- 3"

5'-7"5'-7"3'-9"

VIRTUAL WINDOW. SEE ELECTRICAL

CONTEMPORARY TYPE

VIRTUAL WINDOW TRIM.

AE552

CLCLCL

EIXTING WALL. CUT OPENINGS FOR

VITRUAL WINDOWS AS REQUIRED.

SEE ELECTRICAL FOR ADDITIONAL

INFORMATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:2

P

M

AE212

INTERIOR ELEVATIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/4" = 1'-0"1 INTERIOR ELEVATION - CONFERENCE/TAINING ROOM H2 - SOUTH

1/4" = 1'-0"2 INTERIOR ELEVATION - CONFERENCE/TAINING ROOM H2 - WEST

1/4" = 1'-0"3

INTERIOR ELEVATION - STAFF LOUNGE

H8 - EAST

1/4" = 1'-0"4

INTERIOR ELEVATION - STAFF LOUNGE

H8 - NORTH

1/4" = 1'-0"5 INTERIOR ELEVATION - STAFF LOUNGE H8 - SOUTH

1/4" = 1'-0"8 INTERIOR ELEVATION - VIRTUAL WINDOW INFILL AT EXISTING

1/4" = 1'-0"6 ELEVATION - CORRIDOR C50 - WEST

1/4" = 1'-0"7 CORRIDOR WALL PROTECTION - TYP

1/4" = 1'-0"9 INTERIOR ELEVATION - TYPICAL TELECOM ROOM - BACK

1/4" = 1'-0"10 INTERIOR ELEVATION - TYPICAL TELECOM ROOM - SIDE 1

1/4" = 1'-0"11 INTERIOR ELEVATION - TYPICAL TELECOM ROOM - SIDE 2

1/4" = 1'-0"12 INTERIOR ELEVATION - TYPICAL TELECOM ROOM - DOOR

1/4" = 1'-0"13 INTERIOR ELEVATION - VIRTUAL WINDOW - CORRIDOR C43 - WEST

1/4" = 1'-0"14 INTERIOR ELEVATION - VITRUAL WINDOW - ELEVATOR LOBBY G79-5

1/4" = 1'-0"15 INTERIOR ELEVATION - VIRTUAL WINDOW - DR WORK ROOM D18 - WEST

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

LMNO SBC

PIPE BASEMENT

91'-4"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

AE301

AE302

TO FOOTING LOW

95'-0"

AE302

AE311

H11

SPS CHIEF

OFFICE

C50

CORRIDOR

H21

DECONTAMINATION

WORK AREA

H20B

AUTOMATIC

CART WASH

AREA

H20

CART

HOLDING

H17A

SCOPE

STAGING

ROOM

H17

STERILE

INSTRUMENT

STORAGE

B HG

AE530

AE530

D

INTERSTITIAL

SPACE

MECH

CORRIDOR

PROCEDURE

ROOM

PIPE

BASEMENT

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

AE301

GROUND LEVEL

100'-0"

22 23 241

PIPE BASEMENT

91'-4"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

AE301

H15

CLEAN

WORKROOM,

ASSEMBLY

H21

DECONTAMINATION

WORK AREA H24

CART

HOLDING

C51

CORRIDOR

H4

OPEN

OFFICE

C50

CORRIDOR

C52

CORRIDOR

AE312

INTERSTITIAL

SPACE

D12A Room

STAIR #4

AE530

1.8 4.3 25 7 27

CHILLER. SEE

MECHANICAL

EXHAUST FAN(S). SEE

MECHANICAL HOOD. SEE MECHANICALHOOD. SEE MECHANICAL

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

A1

SPS INTERSTITIAL LEVEL

113'-0"

AE301

AE311

AE312

A1.7 A2

A1.0

C52

CORRIDOR

INTERSTITIAL

SPACE

126B

STAIR

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

AE301

AE320

C52

CORRIDOR

C50

CORRIDOR

INTERSTITIAL

SPACE

30.1

TO SLAB STAIRS

108'-9"

AE531

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

LMN SBC

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

AE301

AE302

AE302

AE311

H13

WOMENS

TOILET/LOCKER

H15

CLEAN

WORKROOM,

ASSEMBLYH14

ANTE-ROOM

CLEAN

H15

CLEAN

WORKROOM,

ASSEMBLY

H15

CLEAN

WORKROOM,

ASSEMBLY

H17

STERILE

INSTRUMENT

STORAGE

B HG

AE530

AE530

AE530

D E F

INTERSTITIAL

SPACE

121A

STAIR #5

C43

CORRIDOR

SECOND LEVEL

123'-10"

THIRD LEVEL

135'-9"

GROUND LEVEL

100'-0"

M N

SPS INTERSTITIAL LEVEL

113'-0"

EF

FOURTH LEVEL

147'-8"

FIFTH LEVEL

159'-7"

AE314

AE521

MIR

AE521

MIR

H15

CLEAN

WORKROOM,

ASSEMBLY

121A

STAIR #5

INTERSTITIAL

SPACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:2

P

M

AE301

BUILDING SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"2 BUILDING SECTION - ADDITION AT EXISTING BUILDING 5 - EAST / WEST

1/8" = 1'-0"3 BUILDING SECTION - STERILE PROCESSING AND INTERSTITIAL - NORTH / SOUTH

1/8" = 1'-0"4 BUILDING SECION - EXIT CORRIDOR @ EXISTING - EAST / WEST

1/8" = 1'-0"5 BUILDING SECTION - EXIT CORRIDOR @ EXISTING - NORTH / SOUTH

1/8" = 1'-0"1 BUILDING SECTION - ADDITION AT EXISTING STAIR TOWER - EAST / WEST

1/8" = 1'-0"6 SECTION - EXISING STAIR TOWER - EAST/WEST

AE301

GROUND LEVEL

100'-0"

22 23 65.31

SPS INTERSTITIAL LEVEL

113'-0"

AE301

TO PARPET (LOW ROOF)

117'-1 1/4"

AE312

H17

STERILE

INSTRUMENT

STORAGE

H18

LOGISTICS

STORAGE

ROOM

C51

CORRIDOR

H1

TELECOM

2 4.9

AE530

1.8 4.3 25

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

AE301

GROUND LEVEL

100'-0"

22 23 65.31

SPS INTERSTITIAL LEVEL

113'-0"

AE301

TO PARPET (LOW ROOF)

117'-1 1/4"

C50

CORRIDOR

C51

CORRIDOR

H18

LOGISTICS

STORAGE

ROOM

H17

STERILE

INSTRUMENT

STORAGE

AE312

2 4.9

AE314

1.8 4.3 25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:3

P

M

AE302

BUILDING SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"1 BUILDING SECTION - SINGLE STORY / LOW ROOF EAST SIDE - NORTH / SOUTH 1/8" = 1'-0"2 BUILDING SECTION - SINGLE STORY ADDITOIN @ ELEVATOR TOWER LINK - NORTH / SOUTH

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

TO FOOTING LOW

95'-0"

'-1

0"

3' -0

/8

'-1 0"

'-0

SB1

B

AE520

AE521

'-1

5/

8"

UNDER SLAB DRAINAGE SYSTEM

(DRAIN TILE). SEE PLUMBING

BACKFILL. SEE STRCUTRAL

VAPOR BARRIER

CONTINIOUS

2" RIGID INSULATION

CONTINIOUS UNDER SLAB

AE520

NOTES APPLY

1'-9 1/4"

UNDER SLAB DRAINAGE

SYSTEM (DRAIN TILE). SEE

PLUMBING

HEATED CONCRETE

SIDEWALK. SEE CIVIL

RIGID INSULATION. SEE CIVIL

AE520

CONCRETE FOOTING AND

FOUNDAION WALL - SEE

STRUCTURAL

INTERSTITIAL

SPACE

H10

ASSISTANT

CHIEF

OFFICE

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

A

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

TO FOOTING LOW

95'-0"

'-1

0"

3' -0

/8

'-1 0"

'-0

SB1

AE520

AE520

3'- 4"

4' -8

" M O

B

AE520

AE521

UNDER SLAB DRAINAGE SYSTEM

(DRAIN TILE). SEE PLUMBING

VAPOR BARRIER

CONTINIOUS

2" RIGID INSULATION

CONTINIOUS UNDER SLAB

AE520

STEEL PLATE AT WINDOW(S).

SEE STRUCTURAL

UNDER SLAB

DRAINAGE SYSTEM

(DRAIN TILE). SEE

PLUMBING

1'-9 1/4"

CONCRETE FOOTING AND

FOUNDAION WALL - SEE

STRUCTURAL

RAILING. SEE CIVIL

CAST STONE CAP. SEE CIVIL

CONCRETE WALL. SEE CIVIL

AND STRUCTURAL

FACE BRICK TO MATCH

BUILDING

HEATED CONCRETE

SIDEWALK. SEE CIVIL

TRENCH DRAIN. SEE

CIVIL

RIGID INSULATION.

SEE CIVIL

AE520

CONCRETE WALL AND

FOOTING. SEE

STRUCTURAL

BO STONE

BO STONE

+/-110'-5 1/4" : ALIGN WITH EXISTING

+/-115'-4 3/8" : ALIGN WITH EXISTING

INTERSTITIAL

SPACE

H11

SPS CHIEF

OFFICE

SIM

BACKFILL. SEE

STRUCTURAL

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

3' -0

/8

'-1 0"

'-0

'-1

0"

AE520

TYP

AE520

AE520

B

AE521

CONCRETE FOOTING /

PILE CAP. SEE

STRUCTURAL

BACKFILL. SEE STRUCTURAL

SIM

SIDEWALK -SEE CIVIL

VAPOR BARRIER

CONTINIOUS

2" RIGID INSULATION

CONTINIOUS UNDER SLAB

1'-9 1/4"

UNDER SLAB

DRAINAGE SYSTEM

(DRAIN TILE). SEE

PLUMBING

CONCRETE SLAB ON

GRADE. SEE

STRUCTURAL

INTERSTITIAL

SPACE

H13

WOMENS

TOILET/LOCKER

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

A1

SPS INTERSTITIAL LEVEL

113'-0"

'-1

0"

'-1

0"

'-0

2'- 7"

SB1

AE520

AE521

AE521

SPRAY APPLIED

FIREPROOFING ON

EXISTING BEAM

A1.1

STOOP. SEE

STRUCTURAL AND CIVIL

FOUNDATION WALL AND FOOTING. -SEE

STRUCTURAL

A1.0

VAPOR BARRIER

CONTINIOUS

2" RIGID INSULATION

CONTINIOUS UNDER SLAB

AE520

SIDEWALK. SEE CIVIL

INTERSTITIAL

SPACE

C52

CORRIDOR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:3

P

M

AE311

WALL SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/2" = 1'-0"3 WALL SECTION - TYPICAL NORTHWEST WALL & RETAINING WALL

1/2" = 1'-0"4 WALL SECTION - NORTHWEST WALL AT WINDOW (TYP)

1/2" = 1'-0"1 WALL SECTION - NORTHWEST WALL TYPICAL

1/2" = 1'-0"2 WALL SECTION - WEST WALL @ EXISTING SECOND LEVEL

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

SB1

3' -0

/8

'-1 0"

'-0

'-1

0"

AE520

AE520

AE521

'-1

5/

8"

INTERSTITIAL

SPACE

H15

CLEAN

WORKROOM,

ASSEMBLY

BLAST RESISTANT

INSULATED HOLLOW METAL

DOORS

SIDEWALK -SEE CIVIL

CONCRETE SLAB ON

GRADE. SEE

STRUCTURAL

CONCRETE FOOTING /

PILE CAP. SEE

STRUCTURAL

AE520

BACKFILL. SEE STRUCTURAL

AE520

BRICK LEDGE -SEE

ELEVATIONS

UNDER SLAB DRAINAGE

SYSTEM (DRAIN TILE). SEE

PLUMBING

VAPOR BARRIER

CONTINUOUS

1'-9 1/4"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARPET (LOW ROOF)

117'-1 1/4"

4' -1

/4

'-0

SB1

'-1

/4

AE520

AE521

H17

STERILE

INSTRUMENT

STORAGE

UNDER SLAB DRAINAGE

SYSTEM (DRAIN TILE). SEE

PLUMBING

CONCRETE FOOTING / PILE

CAP(BEYOND). SEE

STRUCTURAL

BACKFILL. SEE STRUCTURAL

AE520

SIM

2" RIGID INSULATION CONTINUOUS

UNDER SLAB

VAPOR BARRIER

CONTINUOUS

CONCRETE SLAB ON

GRADE. SEE

STRUCTURAL

1'-9 1/4"

AE521

SIM / NOTES APPLY

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

TO PARAPET - SPS

126'-10 5/8"

3' -0

/8

'-1 0"

'-0

'-1

0"

SB1

AE520

AE520

AE521

'-1

5/

8"

INTERSTITIAL

SPACE

H15

CLEAN

WORKROOM,

ASSEMBLY

SIDEWALK -SEE CIVIL

CONCRETE SLAB ON

GRADE. SEE

STRUCTURAL

CONCRETE FOOTING /

PILE CAP. SEE

STRUCTURAL

BACKFILL. SEE STRUCTURAL

AE520

1'-9 1/4"

BRICK LEDGE -SEE

ELEVATIONS

2" RIGID INSULATION CONTINUOUS

UNDER SLAB

VAPOR BARRIER

CONTINUOUS

UNDER SLAB DRAINAGE

SYSTEM (DRAIN TILE). SEE

PLUMBING

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

1S0S 30.630.5

SPS INTERSTITIAL LEVEL

113'-0"

AE301

INTERSTITIAL

SPACE

C50

CORRIDOR

H6

HAC

C52

CORRIDOR

30.430.1

AE530

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:3

P

M

AE312

WALL SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/2" = 1'-0"1 WALL SECTION - WALL AT INTERSTITIAL DOOR - SOUTHWEST

1/2" = 1'-0"3 WALL SECTION - WALL AT LOW ROOF (TYP) - SOUTHWEST

1/2" = 1'-0"2 WALL SECTION - TYPICAL WALL @ INTERSTITAL - SOUTHWEST

1/2" = 1'-0"4 WALL SECTION - ADDITION AT EXISTING MECHANICAL

AL

IG

N

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

O

PIPE BASEMENT

91'-4"

SPS INTERSTITIAL LEVEL

113'-0"

H20A

MANUAL

CART WASH

MECH

INTERSTITIAL

SPACE

H21

DECONTAMINATION

WORK AREA

AE531

AE551

D

PIPE

BASEMENT

AE413

STEEL HSS WITH SPRAY APPLIED FIREPROOFING.

SEE STRUCTURAL AND LIFE SAFETY PLANS

STEEL BEAM WITH SPRAY APPLIED

FIREPROOFING. SEE STRUCTURAL

AND LIFE SAFETY PLANS

COMPOSITE FLOOR SLAB. SEE STRUCTURAL

SLAB ON GRADE. SEE STRUCTURAL

B6

SIM

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

O

PIPE BASEMENT

91'-4"

SPS INTERSTITIAL LEVEL

113'-0"

INTERSTITIAL

SPACE

MECH

AE531

AE551

D

PIPE

BASEMENT

H20B

AUTOMATIC

CART WASH

AREA

AE413

STEEL BEAM WITH SPRAY APPLIED FIREPROOFING.

SEE STRUCTURAL AND LIFE SAFETY PLANS

STEEL HSS WITH SPRAY APPLIED FIREPROOFING.

SEE STRUCTURAL AND LIFE SAFETY PLANS

COMPOSITE FLOOR SLAB. SEE STRUCTURAL

SLAB ON GRADE. SEE STRUCTURAL

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

O

SPS INTERSTITIAL LEVEL

113'-0"

WAITING

AE531

AE552

D

PIPE

BASEMENT

J2c

STEEL HSS WITH SPRAY APPLIED FIREPROOFING.

SEE STRUCTURAL AND LIFE SAFETY PLANS

STEEL BEAM WITH SPRAY APPLIED FIREPROOFING.

SEE STRUCTURAL AND LIFE SAFETY PLANS

COMPOSITE FLOOR SLAB. SEE STRUCTURAL

SLAB ON GRADE. SEE STRUCTURAL

B6

SKY FACTORY PANEL. SEE ELECTRICAL AND

ELEVATION /8 AE212

AE552

D18

DR WORK

ROOM

XP3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

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IN

E E

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IN

G O

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\1

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G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:3

P

M

AE313

WALL SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/2" = 1'-0"1 WALL SECTION -ADDITOIN @ MANUAL CART WASH AND WINDOW INFILL

1/2" = 1'-0"2 WALL SECTION -ADDITION & CART WASHER

1/2" = 1'-0"3 WALL SECTION -EXISTING (TYP)

SECOND LEVEL

123'-10"

THIRD LEVEL

135'-9"

N

SPS INTERSTITIAL LEVEL

113'-0"

E

FOURTH LEVEL

147'-8"

FIFTH LEVEL

159'-7"

1 1/2" METAL PANEL ON 3/4" METAL HAT CHANNEL

EXISTING WALL CONSTRUCTION

EXISTING FLOOR CONSTRUCTION

EXISTING WALL CONSTRUCTION

AE521

AE521

GROUND LEVEL

100'-0"

SB

SPS INTERSTITIAL LEVEL

113'-0"

TO OR ROOF

116'-0"

C43

CORRIDOR

H17

STERILE

INSTRUMENT

STORAGE

'-0

H

AE530

J4cs

2" RIGID INSULATION CONTINUOUS

UNDER SLAB

VAPOR BARRIER

CONTINUOUS

VAPOR BARRIER TURN UP

AND SLAB EDGE

CONCRETE SLAB ON GRADE.

SEE STRUCTURAL

FIRST LEVEL

111'-11"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

G79-5

ELEVATOR

LOBBYC50

CORRIDOR

AE530

J4cs

XN3

EXISTING MULTI STORY CURTAIN WALL SYSTEM

VAPOR BARRIER TURN UP AT SLAB EDGE

SLAB ON GRADE - SEE STRUCTURAL

MEMBRANE ROOF SYSTEM SEE ROOF PLANS

AE552

2" RIGID INSULATION CONTINUOUS

UNDER SLAB

VAPOR BARRIER

CONTINUOUS

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

SPS INTERSTITIAL LEVEL

113'-0"

1.8

AE301

AE550

MIR

S0442

B3

PROVIDE B3 WHERE

POSSIBLE. PROVIDE XP3

WHERE EXISTING CONDITIONS

PREVENT GYP BD TO BE

INSTALLED ON BOTH SIDES.

AE530

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:3

P

M

AE314

WALL SECTIONS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/2" = 1'-0"1 SECTION - METAL PANEL @ EXISING STAIR TOWER - TYP

1/2" = 1'-0"2 WALL SECTION - LOW ROOF @ SURGERY

1/2" = 1'-0"3 WALL SECTION - INFILL AT MODIFIED CURTAIN WALL

1/2" = 1'-0"4 WALL SECTION - LOW ROOF AT EXISTING WINDOW - SOUTH

UP

DN

DNDN

UP

1S

0S

A2.1 A3.5

AE320

C52

CORRIDOR

AE212

AE320

AE320

C.3

A1.1

A1.7

A2

A2.9

A2.10

30.4

30.1

9'-0 3/8"

6 TREADS = 5'-6"

8'-0"

6'-6"

1'-9"

7 T

READS =

6'- 5"

6'-

8 TREADS = 7'-4"

4'-10 3/8"

C52A

C52B CR

CR

AE501

AE501

1'-4 99/128"

XN3

XN3

2'- 9"

2'-7 1/2"

J4c

MA8

2'-

1/

J4c

METAL HANDRAIL. RETURN TO WALL

AT TOP OF STAIR RUN - PAINT

STOOP. SEE STRUCTURAL

AE542

E3c

AE542

H6

HAC

H6

4'-2 1/2"

1'-0"

AE543

8'-

AE543

H3

ELECTRICAL

PROVIDE SPARY APPLIED FIRE

PROOFING ON EXISTING STEEL

COLUMN

XN3

XN3

2'- 6"

AE543

HANDRAIL - PAINT

GURADRAIL WITH HANDRAIL

METAL HANDRAIL, CONTINIOUS. PAINT

METAL HANDRAIL BOTH

SIDES OF STAIR - PAINT

SAND PREP AND PAINT

EXISTING DOOR FRAME.

PROVIDE SPARY APPLIED FIRE

PROOFING ON EXISTING STEEL

COLUMN

LINE OF CONCRETE PIER BELOW.

LINE OF CONCRETE PIER BELOW -

SEE STRCUTRAL.

AE212

A1.0

J4c

E3c

B3

E3c

XN3

E3c

XN3

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

A3.5

SPS INTERSTITIAL LEVEL

113'-0"

AE321

AE321

AE321

METAL HANDRAIL (PAIINT P-4)

A3

BO LANDING EXISTING

105'-7 1/4"

AE320

A2 A2.9

TO SLAB STAIRS

108'-9"

STEEL TUBE, BEAMS AND

BRACING BY STEEL

STAIR SUPPLIER (TYP).

PAINT -4

COMPOSITE SLAB ON STEEL FRAMING

STEEL TUBE, BEAMS AND

BRACING BY STEEL STAIR

SUPPLIER (TYP)

EXISTING CONCRETE PIER.

SEE STRUCTURAL

EXISTING DOOR FRAME TO REMAIN. PAINT

RI

SE

RS

3' -1

/4

METAL HANDRAIL

METAL PAN STAIRS AND STEEL STRINGER

PAINT P-4 TYP

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

A1

SPS INTERSTITIAL LEVEL

113'-0"

AE312

AE320

A1.7 A2

AE321

AE321

RI

SE

RS

'-8

AE521

AE321

METAL HANDRAIL

A1.0

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

1S0S

SPS INTERSTITIAL LEVEL

113'-0"

AE320

BO LANDING EXISTING

105'-7 1/4"

AE320

30.1

TO SLAB STAIRS

108'-9"

RI

SE

RS

'-1

AE321

AE321

AE531

1S

0S

A2.1

A3.5

AE320

AE3203

AE320

C.3

A1.7

A2

A2.9

A2.10

30.1

J4c

XN3

XN3

E3c

AE542

AE542

AE543

E3c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:4

P

M

AE320

STAIR SECTIONS AND ENLARGED

PLANS

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/4" = 1'-0"1 ENLARGED PLAN - STAIR AT CORRIDOR C52 - GROUND LEVEL

1/4" = 1'-0"2 STAIR SECTION EAST-WEST @ EXISTING EXIT

1/4" = 1'-0"3 STAIR SECTION EAST-WEST @ ADDITION

1/4" = 1'-0"4 STAIR SECTION NORT-SOUTH @ CORRIDOR

1/4" = 1'-0"5 ENLARGED PLAN - STAIR AT CORRIDOR C52 - INTERSTITIAL LEVEL

0 4' 8'2'

0 4' 8'2'

UP

C

AE321

INTERSTITIAL

SPACE

'-9

9'-3 3/4"

SECOND LEVEL

123'-10"

C

SPS INTERSTITIAL LEVEL

113'-0"

MAINTAIN MINIMUM

HEADROOM

C12 STEEL CHANNEL

STRINGER (VER SIZE)

FULL STRENGTH

MITER WELD

EQ

UA

L

RI

SE

RS

7' -3

/4

9 TREADS = 6'-3 3/8" 4'-0" LANDING

4 TREADS =

2'-10 1/2"

HE

AD

RO

O

M (M

IN

6'- 8"

AE321

AE321

2'-9 15/16"

EQ

UA

L

RI

SE

RS

4' -0

/2

E Q

E Q

4"

3'

1 1/2"Ø STEEL

GUARDRAIL,

WELD ALL

AROUND

STRINGER

1 1/2"Ø STEEL HANDRAIL

1 1/4"x3/16" GALVANIZED BAR GRATING TREAD

W/ CHECKERED PLATE NOSING

AND LANDING (TYP)

C12 STEEL CHANNEL STRINGER MIN

3" X 3" X1/4" STEEL ANGLE MIN

4"

2'-

3'-0"

EQ

EQ

3'-6"

3'-1 1/2"

2'-7 1/2"

1 1/2"Ø STEEL

GUARDRAIL

C12 STEEL CHANNEL

STRINGER (VER SIZE)

10" x 1 1/4" x 3/16" BAR GRATING TREAD W/

CHECKERED PLATE NOSING

AND LANDING (TYP)

3x3x1/4x0'-3" LONG

CLIP ANGLE. WELD TO STRINGER

AND ANCHOR TO CONCRETE SLAB

WELD 1/4" STEEL PLATE

TO END OF STRINGER3/8" KWIK BOLT

4" EMBED MIN

A

B

HANDRAIL - SEE CIVIL

RETAINING WALL AND PRECAST CAP -SEE CIVIL

AND STRUCTURAL

CONCRETE STAIRS -SEE

STRUCTURAL

GUARD RAIL -SEE CIVIL

HANDRAIL - SEE CIVIL

RETURN HANDRAIL

END TO WALL AND

CAP END

WALL MOUNTED 1 1/4"

DIAMETER STEEL

HANDRAIL

METAL

PAN/CONCRETE AT

LANDING AND

FLOOR LEVEL

1/4" STEEL

CLOSURE END

PLATE

1/4" STEEL CLOSURE

END PLATE

TOP OF LANDING

ELEVATION VARIES

PROVIDE SEALANT AT STRINGER

AND GYP BD JOINT AT WALL

TYPICAL

HANDRAIL SUPPORT- AS

REQUIRED

STEEL CHANNEL

STRINGER-TYPICAL

3'- 0"

1'-0"

1 1/2"

DEPTH

1/2 TREAD

TY

PI

CA

L

3'- 0"

1 1/2"

LANDING CHANNEL -

SEE STRUCTURAL

BOTTOM OF STAIR

ENDING FLOOR ELEV

CLIP ANGLE

1/4" STEEL CLOSURE

END PLATE

1 TREAD DEPTH

TYP

1"11"

1 1/2"

CONCRETE INFILL

METAL

STANDARD

TREADSMETAL STRINGER

WALL MOUNTED 1 1/4"

DIAMETER STEEL

HANDRAIL

STEEL WALL MOUNTING

BRACKET

2 1/4" MIN

1/4"

PARTITION TYPE SEE

FLOOR PLANS FOR

TYPE.

1 1/2" DIA. METAL WALL

MOUNTED HANDRAIL WITH

RETURN TO WALL AT EACH

END.

BLOCKING AT

PARTITION

3'- 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:4

P

M

AE321

STAIR SECTIONS AND ENLARGED

PLANS

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

3/8" = 1'-0"1 ENLARGED PLAN - STAIR TO ROOF AT INTERSTITIAL

3/8" = 1'-0"2 STAIR SECTION - INSTERSTITAL TO ROOF

1 1/2" = 1'-0"3 SECTION DETAIL - STAIR @ INTERSTITIAL

1 1/2" = 1'-0"4 SECTION DETAIL - STAIR BOTTOM

3/8" = 1'-0"5 ENLARGED PLAN - HANDRAILS AT STAIRS AT RETAINING WALL

3/4" = 1'-0"6 SECTION STAIR - HANDRAIL AT TOP OF STAIR RUN

3/4" = 1'-0"7

SECTION STAIR - METAL PAN STAIR AT

BOTTOM OF STAIR TERMINATION

1 1/2" = 1'-0"8

STAIR, WALL MOUNTED HANDRAIL

SECTION

GROUND LEVEL

100'-0"

M N

SPS INTERSTITIAL LEVEL

113'-0"

AE322

J4c

EF

AE530

AE530

AE551

10 5/8"

AE551

SIM/MIR

SIM

FIRST LEVEL

111'-11"

SECOND LEVEL

123'-10"

GROUND LEVEL

100'-0"

21 1

AE322 2

AE322

XP3

J4C

J4C

XN3

S0442

1.71.8

AE301

PARTITIONS FROM FLOOR /

LANDING TO UNDERSIDE OF

STAIR STINGER LANDING

ABOVE

SIM. PROVIDE UL RATED 2 HOUR

HORIZONTAL SHAFTWALL

ASSEMBLY

B3

PROVIDE B3 WHERE

POSSIBLE. PROVIDE

XP3 WHERE EXISTING

CONDITIONS PREVENT

GYP BD TO BE

INSTALLED ON BOTH

SIDES.

J4c

GROUND LEVEL

100'-0"

MN

SPS INTERSTITIAL LEVEL

113'-0"

AE322

XP3

EXISTING STAIRS

J2c

J4c

E F

AE551

PARTITIONS FROM FLOOR /

LANDING TO UNDERSIDE

OF STAIR STINGER

LANDING ABOVE

AE551

J2c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

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G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:4

P

M

AE322

STAIR SECTIONS - PARTITIONS AT

EXISTING STAIR

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/2" = 1'-0"1 SECTION - PARTITIONS AT OPENING IN GROUND LEVEL - WEST/EAST

1/2" = 1'-0"3 SECTION - PARTITIONS AT EXISTING STAIR - NORTH/SOUTH

1/2" = 1'-0"2 SECTION - PARTITIONS AT EXISTING STAIR - EAST/WEST

C

H13

WOMENS

TOILET/LOCKER

AE411

AE411

8' -3

/2

3'-

6" 4'-

6"

B6

5'-6" 3'-1"

6'- 0"

9"

9'-0" 6'-4" 6'-11 5/8"

3'-0" 2'-0"

AE411

AE411109

H16

CLEAN HAC

H14

ANTE-ROOM

CLEAN

8'-0 5/8" 8'-1 5/8"

8'- 0"

1' -4

/4

'-4

/8

5'- 0"

5'- 0"

21'-10 3/4"

B6

H13A

H13

H14A

H14B H16

EQ EQ

5'- 8"

CR

H13A

WOMENS

SHOWER

1'-6"

4'-0"2' -6

/8

F2015

FIXED BENCH

4'-0"

LOCKERS (16)

B

B3B3

B3

B3

B3

B3

B3

B3

XP3XP3XP3

AE550

M2055

AE503

BELOW

AE503

ABOVE

1'-9"

AE503

AE540

TYP

HOLD

1'-6"

AE411

3'-0"

A5082

A5077

A1014

COAT HOOKS (3)

A5077

AE543

TYP

AE543

10AE543

A5020

H12

MENS

TOILET/LOCKER

AE411

4'- 6"

3'- 6"

8' -3

/2

9"

3'-1" 5'-6"

6'- 0"

2'-0" 2'-10"

6'-6 3/4" 6'-10" 9'-2 7/8"

B6

AE411

MIR

8'-3 3/4"

5'- 0"

11'-11 3/4"

FIXED BENCH

2'- 6"

2'-10" 4'-0"

LOCKERS (16)

3'-0"

H12A

H12

HOLD

1'-6"

EQ EQ

H12A

MENS

SHOWER

1'-6"

B

B3

B3

XP3XP3

B3

B3B3 B3

AE550

XP3

10'-5 1/8"

AE503

AE502

AE503

AE540

TYP

2'-4"

AE411

MIR/SIM

B3

AE543

TYP

AE543

AE543

CJ

TYP

A5020

C

H7

TOILET

AE411

10'-4 5/8"

5'-8 7/8" 3'-10"

1'-9"

9'-6 7/8"

H7

XP3B6

8' -2

/8

" 1'-6"

F2010

XP3XP3B3

XP3XP3

B3

B3B3

AE541

SIM

LOCKERS GYP BD

SOFFIT P-2

SEE

FOR WALL FINISHES

/22 AE411

FILLER BY

LOCKER

SUPPLIER

(TYP)

AE601

TPY

OPEN TO

BEYOND

A5082LOCKERS GYP BD

SOFFIT P-2 SEE

FOR WALL

FINISHES

/22 AE411

FILLER BY

LOCKER

SUPPLIER (TYP)

STALL PARTITIONS

AE560

18" X 36" MIRROR

A5075 A5075

/22 AE411SEE

FOR WALL FINISHES

AE560

METAL CHANNEL (MC)

STEEL HSS

STEEL HSS

AE543

AE543

METAL CHANNEL

(MC)

AE560

AE601

STALL PARTITION

GRAB BARS

SEE

FOR WALL FINISHES

/22 AE411

A5202

A5090

AE560

PT-2 FULL

HEIGHT

SHOWER CURTAIN

TRACK

30" GRAB BAR

PT-2 TO CEILING

AT ALL SHOWER

WALLS

A5145 (2)

CJ AT MIR ELEVATION

LOCKERS

GYP BD

SOFFIT P-2

SEE

FOR WALL FINISHES

/22 AE411

CG-1

CG-1

AE550

FILLER BY LOCKER

SUPPLIER (TYP)

GYP BD -CJ

AE601

TYP

P-3

GRAB BARS

STALL PARTITION

/22 AE411SEE

FOR WALL FINISHES

CG-1

A5202

AE560

STALL PARTITIONS

18" X 36" MIRROR

GRAB BAR

A5075 A5075

AE560

ACC LAV

SEE

FOR WALL FINISHES

/22 AE411

METAL CHANNEL (MC)

STEEL HSS

AE543

AE543

AE560

METAL CHANNEL (MC).

CONTITNIOUS BETWEEN

HSS

STEEL HSS

AE601 TYP

OPEN

BEYOND

A5082 LOCKERS

GYP BD

SOFFIT P-2

SEE

FOR WALL FINISHES

/22 AE411

CG-1

FILLER BY

LOCKER

SUPPLIER

(TYP)

GRAB BARS

SEE

FOR WALL FINISHES

/22 AE411

P-3

A5090

A5202

A5082 A5075

18" X 36" MIRROR

ACC SINK

GRAB BARS

SEE

FOR WALL FINISHES

/22 AE411

P-3

WP-2

8'- 6"

BASE AS SCHEDULED

RES-W1

8'- 6"

WP-2

BASE AS

SCHEDULED

RES-W1

3'- 0"

A5082

A5075

F2015

18" X 36" MIRROR

ACC SINK

STAINLESS STEEL

COUNTERTOP,

SIDE AND

BACKSPLASH

8'- 6"

WP-2

BASE AS

SCHEDULED

STAINLESS STEEL

COUNTERTOP

SUPPORT

BRACKET

RES-W1

ADJUSTABLE

HEIGHT

SHOWERHEAD

SHOWER CURTAIN

TRACK

PT-2 TO CEILING AT ALL

SHOWER WALLS

30" GRAB BAR

AE601

SIM

PT-2 8'-

0"

PT-4 ACCENT

PR-2 AT BASE

PT-2

5'- 0"

4"

P-3 TO CEILING

TR-1 CAP

A5135

MOP SINK -SEE MECHANICAL

WP-2

8'- 6"

CG-1

RES-W1

3'-0"W x 6'-0"H MIRROR

7'-

F2015

LOCKERS

GYP BD SOFFIT, P-2

AE550

SEE

FOR WALL FINISHES

/22 AE411

42" GRAB BAR

PT-1 TO CEILING

AT ALL SHOWER

WALLS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:5

P

M

AE411

ENLARGED PLANS & INTERIOR

ELEVATIONS

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/4" = 1'-0"1 ENLARGED PLAN - WOMENS TOILET/LOCKER H13, HAC H16 & ANTE H14

1/4" = 1'-0"11 ENLARGED PLAN - MENS TOILET/LOCKER H12

1/4" = 1'-0"16 ENLARGED PLAN - TOILET H7

1/4" = 1'-0"2 ELEVATION - WOMENS TOILET/LOCKER H13 - WEST

1/4" = 1'-0"3 ELEVATION - WOMENS TOILET/LOCKER H13 - NORTH

1/4" = 1'-0"4 ELEVATION - WOMENS TOILET/LOCKER H13 - EAST

1/4" = 1'-0"5 ELEVATION - WOMENS TOILET/LOCKER H13 - SOUTH

1/4" = 1'-0"20 ELEVATION - SHOWER -WEST (TYP)

1/4" = 1'-0"12 ELEVATION - MENS TOILET/LOCKER H12 - WEST

1/4" = 1'-0"13 ELEVATION - MENS TOILET/LOCKER H12 - NORTH

1/4" = 1'-0"14 ELEVATION - MENS TOILET/LOCKER H12 - EAST

1/4" = 1'-0"15 ELEVATION - MENS TOILET/LOCKER H12 - SOUTH

1/4" = 1'-0"17 ELEVATION - TOILET H7 - NORTH

1/4" = 1'-0"18 ELEVATION - TOILET H7 - EAST

1/4" = 1'-0"8

ELEVATION - CLEAN

HACH16 - WEST

1/4" = 1'-0"9

ELEVATION - CLEAN HAC

H16 - NORTH

1/4" = 1'-0"10

ELEVATION - ANTE-ROOM

CLEAN H14 - SOUTH

1/4" = 1'-0"21 ELEVATION - SHOWER - EAST (TYP)

1/4" = 1'-0"22 TYPICAL TILE PATTERN

1/4" = 1'-0"7

ELEVATION - CLEAN

HAC H16 - SOUTH

1/4" = 1'-0"6

ELEVATION - WOMENS TOILET/LOCKER

H13 - PARTIAL SOUTH

0 4' 8'2'

0 4' 8'2'

0 4' 8'2'

1/4" = 1'-0"19 ELEVATION - SHOWER -NORTH (TYP)

L

M

N

O

21 22 23

AE313

AE313

AE412

8'- 8"

1' -3

/8

'-3

/8

1' -4

/8

7'-0 1/2" 25'-4 5/8" 19'-4 5/8"

AE412

H20A

MANUAL

CART WASH

H19

STEAM

STERILIZATION

AREA

H20

CART

HOLDING

H17A

SCOPE

STAGING

ROOM

H26

SCOPE

PROCESSING

DECONTAMINATION

ROOM

H21

DECONTAMINATION

WORK AREA

H25

ANTEROOM,

SOILED

TRANSITION/DROP-OFF

H17

STERILE

INSTRUMENT

STORAGE

H20B

AUTOMATIC

CART WASH

AREA

AE211

AE322

AE413

25'-4 5/8" 18'-11 3/4"

5'-0" RO 9'-7" 16'-4" RO 6'-9" 3'-9" RO 3'-4 3/8"

10'-6" 34'-2 7/8"

AE412 12

B8

B8

B3

COORDINATE WITH EQUIP MFG

8'-8 1/4" RO

1'-1"

H26A H26B

H20

H19

AE412

AE4128

4' -5

/2

4'-5 1/2"

AE314

G

B3

XN3

B3

B3

XN3

B3

XN3XN3

XN3

D

1.8

XP3

XN3

AE412

2'-8 1/2"

7'-8 3/4" 14'-1 1/4" 5'-0" 16'-7 1/2" 13'-6 7/8"

H20AA

H20AB

H15

CLEAN

WORKROOM,

ASSEMBLY

AE540

EQEQ

AE540

XN3

B3

AE540

AE540

5 7/8" 4 1/4"

1/

4"9 1/

2"

/4

4' -2

/4

4'- 2"

12'-3 1/8"

7' -4

/2

2'

-1

/4

XN3

XN3

XP3

XN3

M2055 M2055

1' -2

/2

H18

LOGISTICS

STORAGE

ROOM21'-6 1/2"

S00061' -2

/2

AE542

9AE542

AE542

• SEE EQUIPMENT PLANS FOR ADDITIONAL

INFORMATION

• VERIFY ALL OPENINGS IN ALL PARTITIONS AT

EQUIPMENT WITH EQUIPMENT SUPPLIER

8"

8" 1'-0"

4' -7

/2

1'-3"

8"

J2c

8' -3

/8

2'

-4

/2

1' -1

/8

J2c

XN3

XN3

AE540

SIM

FL9

AE543

PP

XP3

M2055

H25AH25B

A1014

A5077

F2015

PP

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

3'- 6"

CG-1

AE601

TYP

A5075

A5077

A5082

EYEWASH -SEE PLUMBING

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

M1803

A5107

A5108

S2627 S2627

6"

M1803

SST ACCESS PANEL

2'-0"W x 1'-4"H

AE543

SIM

BARRIER FLANGES BY

EQUIP MFG INSTALLED

BY GC

BASE AS

SCHEDULED

WP-2 TO FULL HEIGHT

CG-1CG-1

A1195A

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

1'-0" x 1'-0" SST ACCESS PANEL.

COORDINATE LOCATION WITH MECH

M1803

E2624

S2627 S2627

AE543SIM

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

AE601

TYP

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

M3160 M3160

M3160 M3160

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

CG-1 CG-1

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

AE601

TYP

S0442R S0442 S0442

AE314

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

AE540

TYP

EXISTING STRUCTURE

SST COUNTERTOP

COUNTERTOP

SUPPORT BRACKET

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

3'- 6"

SST COUNTERTOP

COUNTERTOP

SUPPORT BRACKET

BASE AS

SCHEDULED

WP-2 TO

FULL HEIGHT

M

N

AE301

AE322

AE322

AE412 12

AE322

E

F

1.7

AE540

TYP

S0442

S0442

S0442R S0442R

2' -7

/2

3'-

5"

A15A

8'-10"

1' -8

/8

HO

LD

3'- 5"

2' -4

/2

/4

HO

LD

3'- 5"

/6 4"

AE540

AE542

HO

LD

3'- 5"

1' -8

/2

XN3

B3 B3

SEE WALL SECTIONS FOR

WALL TYPE

J2c

1' -1

/1

6"

2'-8 1/2"

XN3

XN3

AE540

AE540

MIR /SIM

XN3

J2c

J4c

1'-0" 3'-10 1/4"

1'-0"

H15

CLEAN

WORKROOM,

ASSEMBLY

H19

STEAM

STERILIZATION

AREA

H15A

STEAM

STERILIZER

AE550

AE540

SIM

TYP

VERIFY ALL OPENINGS IN ALL

PARTITIONS AT EQUIPMENT WITH

EQUIPMENT SUPPLIER

7' -4

/8

J2c

XN3

J2c

J2c

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:5

P

M

AE412

ENLARGED PLANS & INTERIOR

ELEVATIONS

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/4" = 1'-0"1 GROUND LEVEL - ENLARGED PLAN @ STERILIZERS, SCOPE PROCESSING AND CART WASH

1/4" = 1'-0"2

INTERIOR ELEVATION - SCOPE

PROCESSING DECONTAMINATION

ROOM H26 - WEST

1/4" = 1'-0"3

INTERIOR ELEVATION - SCOPE

PROCESSING DECONTAMINATION

ROOM H26 - NORTH

1/4" = 1'-0"4

INTERIOR ELEVATION - SCOPE

PROCESSING DECONTAMINATION

ROOM H26 - EAST

1/4" = 1'-0"5

INTERIOR ELEVATION - SCOPE

PROCESSING DECONTAMINATION

ROOM H26 - SOUTH

1/4" = 1'-0"6 INTERIOR ELEVATION - SCOPE STAGING ROOM H17A - WEST

1/4" = 1'-0"10 INTERIOR ELEVATION - SCOPE STAGING ROOM H17A - NORTH

1/4" = 1'-0"11 INTERIOR ELEVATION - SCOPE STAGING ROOM H17A - EAST

1/4" = 1'-0"14 INTERIOR ELEVATION - SCOPE STAGING ROOM H17A - SOUTH

1/4" = 1'-0"12 INTERIOR ELEVATION - CLEAN WORKROOM ASSEMBLY H17 - EAST

1/4" = 1'-0"7

INTERIOR ELEVATION - SCOPE

PROCESSING DECONTAMINATION

ROOM H26 - AT COLUMN - EAST

1/4" = 1'-0"8

INTERIOR ELEVATION - SCOPE PROCESSING DECONTAMINATION

ROOM H26 - AT COLUMN - SOUTH

1/4" = 1'-0"9 ENLARGED PLAN - STEAM STERALIZER ACCESS UNDER STAIRS

0 4' 8'2'

0 4' 8'2'

N

O

AE413

H20A

MANUAL

CART WASH

H20B

AUTOMATIC

CART WASH

AREA

AE413

AE413

EQ

UA

L

G

RA

TE

S

EC

TI

O

NS

9'-

FLOOR DRAIN -

SEE MECH

FUTURE LEVELING

PADS AT ALL 4

CORNERS

GALVANIZED METAL

GRATE NO. 6601361

OR EQUAL, GW-100A,

19-W-4 SPACING,

GALVANIZED STEEL

HOT-DIPPED,

1"X3/16"

RECTANGULAR BAR,

68% OPEN SPACE

2X2 GALVANIZED C-

CHANNEL AT MID-

SUPPORT BETWEEN

GRATES/PANELS

2X2 STAINLESS

STEEL EMBED

ANGLE AT

PERIMETER

'-1

7/

8" 1'

-6

/4

1' -3

/8

11'-7 1/4" 2'-4 1/2" 11'-4 7/8"

2' -4

/4

1'-0 7/8"

1'-9 1/4" 3'-8 3/4" 1'-0"

1' -1

1/

2" 1'-

4" 7'-

2" 1'-

4"

9'-

STAINLESS STEEL CORNER

LEVELING PAD, STEP IN PIT

CONCRETE ALL CORNERS

SLOPE FLOOR TOWARD FLOOR

DRAIN AT 1 DEGREE

CART WASH

ABOVE

AE413

H20AA

H20AB

D

4' -7

/2

25'-4 5/8"

VERIFY OPENING WITH EQUIP MFG

10'-4"

XP3

XP3

XP3

XP3

XP3

6'-6"

AE540

/4

XP3

B3

XP3

XP3 XP3

B3

XP3

XP3

B3

5'-0" RO 4'-11 1/4" 5'-0" 10'-4 7/8"

7/

8"

S3185

BARRIER WALL FLANGE,…