S06 - Amend 0002 - RFP - Att 01-05 - DWG - 03242025 - SPS - Sioux Falls.pdf

UP

UP

UP

LAB

D27

MICRO

D25

MECH

D28

ELEC

D20

OFFICE

D22

AUTOCLAVE

D19

GLASSWARE PREP

D17

STORAGE

D18

OFFICE

D21

MICROBIOLOGY

D24

SEMI-RESTRICTED

CORRIDOR

G30-5

SCRUB

G29-5

GURNEY PARK

G28-5

SCRUB

G31-5

GURNEY

G32-5

ANES. STORAGE

G70-5

STAIR 9

G81-5

ELEVATOR LOBBY

G79-5

STAIR #5

D26

1. ESTABLISH REGULATED AREA (MINOR DECONTAMINATION AREA) AND

REMOVE 12"X12" VFT AND BLACK MASTIC. ALTHOUGH VFT IS

NON-ASBESTOS CONTAINING, THE MASTIC CANNOT BE SEPARATED

FROM THE VFT. REMOVE 12X12" FLOOR TILE AND BLACK MASTIC AS

REQUIRED BY SECTION 02 82 13.19.

2. CONCEALED TSI CONTAINING ACM MAY EXIST IN WALLS, ABOVE

CEILING, IN PIPE CHASES, AND WITHIN WALL PENETRATIONS. IF

SUSPECT ACMs ARE ENCOUNTERED DURING CONSTRUCTION AND

DEMOLITION THAT ARE NOT IDENTIFIED ON THE ASBESTOS

ABATEMENT DRAWINGS, STOP WORK AND CONTACT THE PROJECT

MANAGER OF VPIH.

3. THE PROJECT AREA WAS RECENTLY SURVEYED FOR ACM. REFER TO

THE HAZARDOUS BUILDING MATERIALS INSPECTION REPORT BY AMI

ENVIRONMENTAL, DATED MAY 22, 2019 REVISED JANUARY 24, 2020

FOR MORE INFORMATION ABOUT ACMs IDENTIFIED IN THE PROJECT

AREA.

4. ASSUME 50% EFFICIENCY WHEN CALCULATING NAM REQUIREMENTS

FOR ACHIEVING FOUR (4) AIR CHANGES PER HOUR AND PROVIDED

GREATER THAN -0.02” WCG PRESSURE. CONFIGURE AND PLACE NAMS

AS NEEDED TO MAXIMIZE AIR MOVEMENT AND PREVENT DEAD AIR

SPACE. COORDINATE NEGATIVE AIR DISCHARGE LOCATIONS WITH

GENERAL CONTRACTOR, OWNER'S REPRESENTATIVE, AND VPIH, IF

NEEDED.

Office of

Construction and Facilities

Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t t h r e e i n c h e s o n e f o o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairs of

438-460

A

M

CONSTRUCTION DOCUMENTS

04/20/2020

ASBESTOS CONTAINING MATERIALS

HA101

ASBESTOS CONTAINING

METWHC

SIOUX FALLS, SOUTH DAKOTA

SIOUX FALLS

VAMC

18-2465

ASBESTOS NOTES:

N

N

PLAN

NORTH

TRUE

NORTH

MATERIALS

SUMMARY OF LEAD-BASED PAINT MATERIALS

DESCRIPTION CONDITION EST. QTY. HATCHING

BLACK MASTIC 12X12 VINYL FLOOR TILE (VFT)

50 FT²

BLACK MASTIC IN MECHANICAL ROOM 44 FT²

GENERAL NOTES:

1. THESE DRAWINGS ARE DIAGRAMMATIC AND FOR GENERAL IDENTIFICATION OF

ASBESTOS-CONTAINING MATERIALS (ACM) AND LEAD-BASED PAINT (LBP) SUBJECT TO

REMOVAL OR DISTURBANCE. THEIR ACCURACY IS NOT GUARANTEED. LOCATIONS AND

QUANTITIES SHOWN OF ACM AND LBP TO BE REMOVED ARE REPRESENTATIVE BASED ON

RECENT AND PREEXISTING SITE SURVEY INFORMATION. THE ABATEMENT CONTRACTOR

SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL MATERIAL LOCATIONS AND REMOVAL

QUANTITIES, AND EXISTING SITE CONDITIONS.

2. ASBESTOS REMOVAL IS BEING PERFORMED PURSUANT TO RENOVATION OF THE PROJECT

AREAS. REMOVE AND DISPOSE OF ALL ACM IN ACCORDANCE WITH APPLICABLE

REGULATIONS, PROJECT SPECIFICATIONS, AND THE APPROVED ASBESTOS HAZARD

ABATEMENT PLAN (AHAP). IF SUSPECT ACMS ARE ENCOUNTERED DURING CONSTRUCTION

AND DEMOLITION THAT ARE NOT IDENTIFIED ON THE ASBESTOS ABATEMENT DRAWINGS,

STOP WORK AND CONTACT THE PROJECT MANAGER AND VPIH.

3. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE,

AND LOCAL REGULATIONS; PROJECT SPECIFICATIONS, THE APPROVED WORK PLAN, AND

ACCEPTED INDUSTRY PRACTICE. WHEN REQUIREMENTS OVERLAP OR CONFLICT, THE MOST

STRINGENT REQUIREMENT SHALL APPLY. ALL WORK SHALL BE SUBJECT TO INSPECTION BY

THE OWNER, THE OWNER'S CONSULTANTS, AND REGULATORY PERSONNEL.

4. DEMOLITION OF NON-ACM BUILDING MATERIALS MAY BE REQUIRED TO ACCESS REGULATED

MATERIALS, INCLUDING, BUT NOT LIMITED TO, CABINETS, RAISED FLOORING, GYPSUM

WALLBOARD, EXPANDED METAL OR WOOD LATH AND PLASTER WALLS AND CEILINGS, WALL

FRAMING, CARPET, CERAMIC AND VINYL FLOOR COVERINGS, WOOD, ETC. THE ABATEMENT

CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION OF NON-ACM MATERIALS AS

NEEDED TO ACCESS REGULATED MATERIALS FOR ABATEMENT, AND FOR COORDINATING THE

LIMITS OF DEMOLITION AND ABATEMENT WITH THE GENERAL CONTRACTOR.

5. ALL COSTS ASSOCIATED WITH EXPLORATORY DEMOLITION AND DEMOLITION OF NON-ACM

MATERIALS NEEDED TO ACCOMPLISH ABATEMENT SHALL BE INCLUDED IN THE ABATEMENT

CONTRACTOR'S LUMP SUM PRICE FOR THE PROJECT. NO ADDITIONAL COMPENSATION SHALL

BE CONSIDERED FOR THIS WORK.

ASBESTOS ABATEMENT PHASING:

1. THE ABATEMENT CONTRACTOR SHALL WORK CLOSELY WITH THE GENERAL CONTRACTOR,

CONTRACTING OFFICER, OWNER OR OWNER'S REPRESENTATIVE, AND/OR THE VPIH TO

COORDINATE REMOVAL OF ACM IN ACCORDANCE WITH PROJECT SCHEDULING, SEQUENCING,

AND PHASING REQUIREMENTS. SOME AFTER HOURS AND WEEK-END WORK MAY BE

REQUIRED. PHASING IS SUBJECT TO CHANGE TO ACCOMMODATE SITE CONDITIONS AND

FACILITY OPERATIONS.

ASBESTOS CONTAINING MATERIALS LOCATIONS

FIRST FLOOR AND BELOW GRADE TUNNEL

10 159

09/24/2020

06/30/2022

100% CONSTRUCTION DOCUEMNT REVIEW

08/04/202202/14/2025

UP

UP

LAB

D27

MICRO

D25

MECH

D28

ELEC

D20

OFFICE

D22

AUTOCLAVE

D19

GLASSWARE PREP

D17

STORAGE

D18

OFFICE

D21

MICROBIOLOGY

D24

SEMI-RESTRICTED

CORRIDOR

G30-5

SCRUB

G29-5

GURNEY PARK

G28-5

SCRUB

G31-5

GURNEY

G32-5

ANES. STORAGE

G70-5

STAIR 9

G81-5

ELEVATOR LOBBY

G79-5

STAIR #5

D26

1. LBP IS KNOWN TO EXIST ON MATERIALS, COMPONENTS, AND

SURFACES THAT MAY BE DISTURBED, PENETRATED,

REFINISHED, OR DEMOLISHED. PERFORM DEMOLITION OF

MATERIALS AND COMPONENTS WITH LBP AND/OR PCL IN

ACCORDANCE WITH APPLICABLE REGULATIONS, SECTION 02

83 33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL AND

THE APPROVED WORK PLAN.

2. CONCEALED LBP MAY BE PRESENT ON SURFACES BEHIND

WALLS AND MAY BE IMPACTED FOR PENETRATIONS, OR WALL

DEMOLITION. LBP DUST MUST BE CONTROLLED ACCORDING

THE 29 CFR 1926.62. PERFORM CLEANUP AND DISPOSAL OF

LBP DUST AND DEBRIS IN ACCORDANCE WITH SECTION 02 83

33.13, LEAD-BASED PAINT REMOVAL AND DISPOSAL.

PAINT CONTAINING LEAD:

3. LEAD-BASED PAINT (LBP) ARE PAINTS THAT CONTAIN LEAD

≥1.0 mg/m² or ≥0.5 PERCENT BY WEIGHT. PAINT CONTAINING

LEAD (PCL) IS PAINT WITH A DETECTABLE LEVEL OF LEAD.

LBP AND PCL ARE KNOWN TO EXIST ON MATERIALS,

COMPONENTS, AND SURFACES THAT MAY BE DISTURBED,

PENETRATED, REFINISHED, OR DEMOLISHED. PERFORM

DEMOLITION OF MATERIALS AND COMPONENTS WITH LBP

AND/OR PCL IN ACCORDANCE WITH APPLICABLE

REGULATIONS AND THE APPROVED WORK PLAN.

4. FLAKING AND PEELING LBP AND/OR PCL ON SURFACES TO

REMAIN SHALL BE REMOVED AND STABILIZED USING

METHODS IN ACCORDANCE WITH SECTION 02 83 33.13,

LEAD-BASED PAINT REMOVAL AND DISPOSAL.

5. REFER TO THE HAZARDOUS BUILDING MATERIALS

INSPECTION REPORT BY AMI ENVIRONMENTAL, DATED MAY

22, 2019, REVISED JANUARY 24, 2020 FOR INFORMATION

CONCERNING THE PRESENCE OF LBP AND PCL IN THE

PROJECT AREAS.

Office of

Construction and Facilities

Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECT/ENGINEERS:CONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e i g h t h i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e i n c h o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t t h r e e i n c h e s o n e f o o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairs of

438-460

A

M

CONSTRUCTION DOCUMENTS

04/20/2020

LEAD CONTAINING MATERIAL

HA102

SIOUX FALLS VAMC NEW SPS

ADDITION

METWHC

SIOUX FALLS, SOUTH DAKOTA

SIOUX FALLS

VAMC

18-2465

LEAD NOTES:

N

N

PLAN

NORTH

TRUE

NORTH

SUMMARY OF LEAD-BASED PAINT MATERIALS

DESCRIPTION CONDITION EST. QTY.

HATCHING OR

KEYNOTE

LEAD-BASED PAINT (LBP) ON EXTERIOR

HAND RAILS

FAIR 150 LF

LBP ON EXTERIOR GRATES POOR 15 FT²

LBP ON EXTERIOR WINDOW TOP

PLATES

POOR 44 FT²

LBP ON INTERIOR WINDOW SILLS FAIR 50 FT²

LBP ON HANDRAIL TO TUNNEL FAIR 25 LF

LBP ON STAIRS IN TUNNEL FAIR 100 FT²

LBP ON LADDER IN TUNNEL FAIR 1 EACH

LEAD-BASED PAINT LOCATIONS

FIRST FLOOR AND BELOW GRADE TUNNEL

11 159

09/24/2020 160

100% CONSTRUCTION DOCUEMNT REVIEW

06/30/202208/04/202202/14/2025

L

M

N

O

SB

21 22 23 24

0S

A1

G.2

DE4

AD520

AD520

AD520

AD520

A3

B

AD520

AD520

DE2

DE14 DE14

DE14 DE14

DE2

DE2

DE2

DE14

DE14

DE2

DE18

DE8 DE8

DE5

DE2

DE4

DE14

DE18

DE18

DE14

DE14

DE8 DE8 DE8 DE8 DE8 DE8 DE8 DE8

DE5

DE5

DE8

DE8 DE8

DE8

DE8DE8

DE5

DE5 DE5

DE5

DE5

DE5

DE5

DE5

DE5

DE20

DE14DE8

DE10

DE12

DE15

DE8

ABOVE AND

BELOW

WINDOW

DE5DE5DE5

DE5

DE1DE1

DE1

DE1

DE1

DE1

DE1

DE7

AD520

DE9

DE9

AD520

DE6DE6

DE6

AD520

DE6 DE6

DE6

DE6

25 7 27

C.3

A2

A2.9

DE18

DE21

NOTE:

COORDINATE GENERAL DEMOLITION WORK WITH ABATEMENT AND REMEDIATION WORK

DE21

6'-11" 10'-6" RO 8'-6" 3'-6" 3'-6" 3'-6" 8'-5 7/8" 3'-6" 3'-3" 7'-3 5/8" RO 4'-11 1/2" 10'-6" RO

5'-0" RO 9'-7" 16'-4" RO 6'-9"

3'-9" RO

3'-4 3/8" 6'-8 5/8" RO 12'-4 1/2" 7'-7 1/2" RO

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

LIMITS OF CONSTRUCTION

DE13

DE7

AD520

DE22

DE22

DE22

DE11BELOW

DE23

DE3

DE3

DE3

DE9

DE9

REMOVE PORTION

OF HANDRAIL

DE6 DE6

DE24

DE25

DE25

DE26

DE25

DE25

DE26

DE26

DE6

RO3'-

8"DE5

4'-0" RO

5'-8 3/4"

3' -7

" R O

6' -5

/2

3' -7

" R O

6' -5

/2

REMOVE PORTION OF GYP BD AND METAL

STUDS AS REQUIRED FOR WORK IN THIS

AREA. SEE FLOOR PLANS FOR ADDITIONAL

INFORMATION

REMOVE GYP BD AND

METAL FURRING/ STUDS

CUT OPENINGS IN GYP BD

PARTITION AS REQUIRED.

SEE FLOOR PLAN FOR

ADDITIONAL INFORMATION

AD520

AD520

SIM

SEE CIVIL DRAWINGS FOR ADDITIONAL

SITE REMOVAL WORK IN THIS AREA

DE18/

A D

A D

DE27

REMOVE PORTION OF ACT CEILING

TILE, GRID, AND LIGHTING IN THIS AREA

TO INSTALL ICRA / CONSTRUCTION

BARRIER. PROTECT CEILING MOUNTED

RADIANT PANNELS

DE7

DE7

REMOVE PORTION OF ACT CEILING

TILE, GRID, AND LIGHTING IN THIS AREA

TO INSTALL ICRA / CONSTRUCTION

BARRIER. PROTECT CEILING MOUNTED

RADIANT PANNELS

DE7

DE7

PROVIDE MOBILE ICRA CART FOR WORK IN THIS AREA.

DEMOLITION PLAN KEYED NOTES

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

DE1

REMOVE CEILING IN IT'S ENTIRETY, INCLUDING ALL MECHANICAL AND

ELECTRICAL ITEMS. - SEE MECHANICAL/ ELECTRICAL.

DE2

REMOVE BASE CABINETS, COUNTERTOP, UPPER CABINETS, TALL

CABINETS AND/OR SHELVING.

DE3

REMOVE PLUMBING FIXTURES AND ACCESSORIES.

DE4

SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE PAN AND JOIST

STRUCTURAL FLOOR - SEE STRUCTURAL.

DE5

SAW CUT OPENING IN CONCRETE AND/OR MASONRY WALL AS REQUIRED.

SEE FLOOR PLAN AND STRUCTURAL FOR ADDITIONAL INFORMATION

DE6

REMOVE DECORATIVE STONE BAND. SAW CUT AS REQUIRED FOR

REMOVAL. COORDINATE REMOVAL AND INFILL WITH PLANS AND

STRUCTURAL AS REQUIRED. SEE DETAIL

DE7

REMOVE PORTION OF CEILING IN THIS AREA AS REQUIRED. SEE PLANS

FOR ADDITIONAL INFORMATION

DE8

REMOVE ALUMINUM WINDOW SYSTEM, ALL ASSOCIATED HARDWARE,

WINDOW SILL AND TRIM AT INTERIOR AND WINDOW BLINDS. SEE PLAN FOR

ADDITIONAL INFORMATION

DE9

SAW CUT AND REMOVE PORTION OF STONE BAND AT BUTTRESS AS

REQUIRED. COORDINATE WITH PLANS AND STRUCTURAL AS REQUIRED.

DE10

REMOVE PORTION OF METAL PAN AND CONCRETE STAIRS AND METAL

HANDRAIL AND/ OR RAILINGS. SEE PLAN FOR ADDITIONAL INFORMATION

DE11

REMOVE METAL LOUVER AND ALL ASSOCIATED HARDWARE. SEE

MECHANICAL FOR ADDITIONAL INFORMATION

DE12

REMOVE PORTION OF MULTI STORY CURTAIN WALL. SEE PLANS FOR

ADDITIONAL INFORMATION

DE13

REMOVE MECHANICAL BUILDING IN ITS ENTIRETY

DE14

REMOVE EXISTING DOOR AND DOOR FRAME AND ALL ASSOCIATED

HARDWARE

DE15

REMOVE AND SALVAGE BRICK FOR REUSE AS REQUIRED FOR WORK IN

THIS AREA. SEE PLAN FOR ADDITIONAL INFORMATION

DE16

REMOVE BRICK AND CONCRETE BLOCK BASE AND EFIS AT STEEL COLUMN

TO UNDERSIDE OF STRUCTURE ABOVE. STEEL COLUMN AND CONCRETE

PIER TO REMAIN, PROTECT DURING CONSTRUCTION. SEE PLANS AND

STRUCTURAL FOR ADDITIONAL INFORMATION

DE17

REMOVE EFIS SOFFIT IN ITS ENTIRETY INCLUDING ALL MECHANICAL AND

ELECTRICAL ITEMS. SEE PLANS FOR ADDITIONAL INFORMATION

DE18

REMOVE EXISTING CONCRETE RETAINING WALL AND GUARDRAIL. SEE

CIVIL AND STRUCTURAL FOR ADDITIONAL INFORMATION

DE19

REMOVE FLOOR FINISH IN ITS ENTIRETY. PATCH & PREP FLOOR FOR

SCHEDULED

DE21

SAW CUT AND REMOVE CAST IN PLACE CONCRETE STAIRS, METAL

RAILINGS, FOOTINGS, STOOP AND SIDEWALK, SEE CIVIL AND STRUCTURAL

FOR ADDITIONAL INFORMATION.

DE20

REMOVE HOLLOW METAL DOOR(S) AND ALL ASSOCIATED HARDWARE.

FRAME TO REMAIN.

/3 AD520

DE22

REMOVE STOOP IN ITS ENTIRETY AND / OR SIDEWALK. SEE CIVIL FOR

ADDITIONAL INFORMATION

DE23

SAW CUT AND REMOVE CAST IN PLACE CONCRETE WALLS BELOW GRADE.

SEE MECHANICAL AND CIVIL FOR ADDITIONAL INFORMATION

DE24

REMOVE CERAMIC TILE ON ALL PARTITIONS AND FLOOR

DE25

REMOVE VCT FLOORING. SEE ABATEMENT DRAWINGS FOR ADDITIONAL

INFORMATION

DE26

REMOVE CARPET OVER VCT FLOORING. SEE ABATEMENT DRAWINGS FOR

ADDITIONAL INFORMATION

DE27

REMOVE LIGHT IN GYP BD CEILING AS REQUIRED FOR MEP WORK ABOVE

CEILING IN THIS ROOM

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DEMOLITION GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK, PHASING

AND SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL

TRADES FOR THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS SHALL BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, SHALL BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

G26

OR #1

G11

SEMI-RESTRICTED

CORRIDOR

G33

SEMI-RESTRICTED

CORRIDOR

G32

GURNEY

PARK

G31

SCRUBG29

SCRUB

G28

GURNEY

PARK

D27

LAB

D25

MICRO

D28

MECHANICAL

D20

ELEC D22

OFFICE

D21

OFFICE

D26

STAIR #5

D19

AUTOCLAVE

G81-5

STAIR 9

D29

ELEVATORS

G59-7

CORRIDOR

D24

MICROBIOLOGY

DR WORK

ROOM

G29

STORAGE

G28

STORAGE

C43

CORRIDOR

G26

CLEAN

CORE

G27

OR #4

ELEVATOR

LOBBY

G03

TELE

G04

EMS

G42A

SHAFT

G05

ELEV EQUIP

C12

CORRIDOR

D18A

OFFICE

D18

STORAGE

D12

STAIR #4

D10

ELEC

REMOVE MINERAL COATED ASBESTOS CEMENT

BOARD PANELS, GROUND LEVEL TO FIFTH

FLOOR. PANELS NOT CALLED OUT ON

HAZARDOUS MATERIAL DRAWINGS.

COORDINATE WITH HAZARDOUS MATERIAL

CONTRACTOR

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

AD101

GROUND LEVEL DEMOLITION

PLAN

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA Author16584

1/8" = 1'-0"1 GROUND LEVEL DEMOLITION PLAN

0 8' 16'4'

TRUE

NORTH

PLAN

NORTH

EXISTING CONDITIONS - PIPING &

SUPPORTS AND PANELING ON

EXTERIOR

EXISTING CONDITIONS - DUCTWORK &

SUPPORTS AND PANELING ON

EXTERIOR

Revisions: Date:

REMOVE MINERAL COATED ASBESTOS CEMENT

BOARD PANELS, GROUND LEVEL TO FIFTH FLOOR.

PANELS NOT CALLED OUT ON HAZARDOUS

MATERIAL DRAWINGS. COORDINATE WITH

HAZARDOUS MATERIAL CONTRACTOR

L

M

N

O

21 22 23 24

0S

A1

A3

B

DE11 DE8 DE8 DE8 DE8 DE8

DE8 DE8 DE18

DE11

DE11

25 7 27

C.3

A2

A2.9

30.4

DE20

DE21

DE16

DE16

NOTE:

COORDINATE GENERAL DEMOLITION WORK WITH ABATEMENT AND REMEDIATION WORK

REMOVE ROOF BELOW

DE8

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

LIMITS OF CONSTRUCTION

REMOVE MINERAL COATED ASBESTOS

CEMENT BOARD PANELS, GROUND LEVEL

TO FIFTH FLOOR. PANELS NOT CALLED OUT

ON HAZARDOUS MATERIAL DRAWINGS.

COORDINATE WITH HAZARDOUS MATERIAL

CONTRACTOR.

REMOVE MINERAL COATED ASBESTOS

CEMENT BOARD PANELS, GROUND LEVEL

TO FIFTH FLOOR. PANELS NOT CALLED OUT

ON HAZARDOUS MATERIAL DRAWINGS.

COORDINATE WITH HAZARDOUS MATERIAL

CONTRACTOR

DE20DE6 DE6

DE6

DEMOLITION PLAN KEYED NOTES

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

DE1

REMOVE CEILING IN IT'S ENTIRETY, INCLUDING ALL MECHANICAL AND

ELECTRICAL ITEMS. - SEE MECHANICAL/ ELECTRICAL.

DE2

REMOVE BASE CABINETS, COUNTERTOP, UPPER CABINETS, TALL

CABINETS AND/OR SHELVING.

DE3

REMOVE PLUMBING FIXTURES AND ACCESSORIES.

DE4

SAW CUT AND REMOVE PORTION OF EXISTING CONCRETE PAN AND JOIST

STRUCTURAL FLOOR - SEE STRUCTURAL.

DE5

SAW CUT OPENING IN CONCRETE AND/OR MASONRY WALL AS REQUIRED.

SEE FLOOR PLAN AND STRUCTURAL FOR ADDITIONAL INFORMATION

DE6

REMOVE DECORATIVE STONE BAND. SAW CUT AS REQUIRED FOR

REMOVAL. COORDINATE REMOVAL AND INFILL WITH PLANS AND

STRUCTURAL AS REQUIRED. SEE DETAIL

DE7

REMOVE PORTION OF CEILING IN THIS AREA AS REQUIRED. SEE PLANS

FOR ADDITIONAL INFORMATION

DE8

REMOVE ALUMINUM WINDOW SYSTEM, ALL ASSOCIATED HARDWARE,

WINDOW SILL AND TRIM AT INTERIOR AND WINDOW BLINDS. SEE PLAN FOR

ADDITIONAL INFORMATION

DE9

SAW CUT AND REMOVE PORTION OF STONE BAND AT BUTTRESS AS

REQUIRED. COORDINATE WITH PLANS AND STRUCTURAL AS REQUIRED.

DE10

REMOVE PORTION OF METAL PAN AND CONCRETE STAIRS AND METAL

HANDRAIL AND/ OR RAILINGS. SEE PLAN FOR ADDITIONAL INFORMATION

DE11

REMOVE METAL LOUVER AND ALL ASSOCIATED HARDWARE. SEE

MECHANICAL FOR ADDITIONAL INFORMATION

DE12

REMOVE PORTION OF MULTI STORY CURTAIN WALL. SEE PLANS FOR

ADDITIONAL INFORMATION

DE13

REMOVE MECHANICAL BUILDING IN ITS ENTIRETY

DE14

REMOVE EXISTING DOOR AND DOOR FRAME AND ALL ASSOCIATED

HARDWARE

DE15

REMOVE AND SALVAGE BRICK FOR REUSE AS REQUIRED FOR WORK IN

THIS AREA. SEE PLAN FOR ADDITIONAL INFORMATION

DE16

REMOVE BRICK AND CONCRETE BLOCK BASE AND EFIS AT STEEL COLUMN

TO UNDERSIDE OF STRUCTURE ABOVE. STEEL COLUMN AND CONCRETE

PIER TO REMAIN, PROTECT DURING CONSTRUCTION. SEE PLANS AND

STRUCTURAL FOR ADDITIONAL INFORMATION

DE17

REMOVE EFIS SOFFIT IN ITS ENTIRETY INCLUDING ALL MECHANICAL AND

ELECTRICAL ITEMS. SEE PLANS FOR ADDITIONAL INFORMATION

DE18

REMOVE EXISTING CONCRETE RETAINING WALL AND GUARDRAIL. SEE

CIVIL AND STRUCTURAL FOR ADDITIONAL INFORMATION

DE19

REMOVE FLOOR FINISH IN ITS ENTIRETY. PATCH & PREP FLOOR FOR

SCHEDULED

DE21

SAW CUT AND REMOVE CAST IN PLACE CONCRETE STAIRS, METAL

RAILINGS, FOOTINGS, STOOP AND SIDEWALK, SEE CIVIL AND STRUCTURAL

FOR ADDITIONAL INFORMATION.

DE20

REMOVE HOLLOW METAL DOOR(S) AND ALL ASSOCIATED HARDWARE.

FRAME TO REMAIN.

/3 AD520

DE22

REMOVE STOOP IN ITS ENTIRETY AND / OR SIDEWALK. SEE CIVIL FOR

ADDITIONAL INFORMATION

DE23

SAW CUT AND REMOVE CAST IN PLACE CONCRETE WALLS BELOW GRADE.

SEE MECHANICAL AND CIVIL FOR ADDITIONAL INFORMATION

DE24

REMOVE CERAMIC TILE ON ALL PARTITIONS AND FLOOR

DE25

REMOVE VCT FLOORING. SEE ABATEMENT DRAWINGS FOR ADDITIONAL

INFORMATION

DE26

REMOVE CARPET OVER VCT FLOORING. SEE ABATEMENT DRAWINGS FOR

ADDITIONAL INFORMATION

DE27

REMOVE LIGHT IN GYP BD CEILING AS REQUIRED FOR MEP WORK ABOVE

CEILING IN THIS ROOM

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DEMOLITION GENERAL NOTES

1. GENERAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WORK, PHASING

AND SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL

TRADES FOR THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK SHALL BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE SHALL BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS SHALL BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, SHALL BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

MECH

SOILED

CLEAN

M.H. 128

RECEPTION

WAITING

129A

HAC

CORRIDOR

TOILET119

PROCEDURE

ROOM

WORK

ROOM

TOILET

120A Room

CORRIDOR

STAIR #4

121A

STAIR #5

121B

STAIR 126B

Room

131A Room

126A

MECHANICAL

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

AD111

INTERSTITIAL/FIRST LEVEL

DEMOLITION PLAN

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA X16584

1/8" = 1'-0"1 FIRST LEVEL DEMOLITION PLAN

0 8' 16'4' TRUE

NORTH

PLAN

NORTH

Revisions: Date:

FIRST LEVEL

111'-11"

GROUND LEVEL

100'-0"

SAW CUT AND REMOVED

PORTION OF CONCRETE

FOUNDATION WALL. SEE

STRUCTURAL FOR ADDITIONAL

INFORMATION.

EXISTING GRADE TO BE REMOVED. SEE CIVIL

SAW CUT AND REMOVE PORTIONS

OF STONE BAND. SEE FLOOR

PLANS AND STRUCTURAL FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE

STRUCTURAL FLOOR SLAB

TO REMAIN. SEE

STRUCTURAL

PIPE BASEMENT. SEE PLANS FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE STRUCTURAL FLOOR SLAB

TO REMAIN. SEE STRUCTURAL

INTERIOR PARTITION TO BE

REMOVED. SEE DEMOLITION

PLAN

SAW CUT AND REMOVE FACE BRICK AND BACK

UP WALL AS REQUIRED. SEE STRUCTURAL

FOR ADDITIONAL INFORMATION

CEILING TO BE REMOVED. SEE

DEMOLITION PLAN

FIRST LEVEL

111'-11"

GROUND LEVEL

100'- 0"

SAW CUT AND REMOVED PORTION OF

CONCRETE FOUNDATION WALL. SEE

STRUCTURAL FOR ADDITIONAL

INFORMATION.

SAW CUT AND REMOVE PORTIONS OF

STONE BAND. SEE FLOOR PLANS AND

STRUCTURAL FOR ADDITIONAL

INFORMATION

EXISTING CONCRETE STRUCTURAL

FLOOR SLAB TO REMAIN. SEE

STRUCTURAL

PIPE BASEMENT. SEE PLANS FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE STRUCTURAL FLOOR SLAB

TO REMAIN. SEE STRUCTURAL

INTERIOR PARTITION TO BE

REMOVED. SEE DEMOLITION

PLAN

REMOVE WINDOW SYSTEM IN ITS ENTIRETY

CEILING TO BE REMOVED. SEE

DEMOLITION PLAN

REMOVE STONE SILL

SAW CUT AND REMOVE FACE BRICK

AND BACK UP WALL AS REQUIRED. SEE

STRUCTURAL FOR ADDITIONAL

INFORMATION

REMOVE INTERIOR WIDOW SILL

REMOVE CASEWORK AND

COUNTERTOPS WHERE

OCCURS. SEE DEMOLITION

PLANS

SAW CUT AND REMOVE FACE BRICK

AND BACK UP WALL AS REQUIRED. SEE

STRUCTURAL FOR ADDITIONAL

INFORMATION

FIRST LEVEL

111'-11"

GROUND LEVEL

100'-0"

EXISTING FACE BRICK AND BACK UP

TO REMAIN.

EXISTING CONCRETE FOUNDATION

WALL TO REMAIN

EXISTING GRADE TO BE REMOVED.

SEE CIVIL

SAW CUT AND REMOVE PORTIONS

OF STONE BAND. SEE FLOOR PLANS

AND STRUCTURAL FOR ADDITIONAL

INFORMATION

EXISTING FACE BRICK AND BACK UP

TO REMAIN.

EXISTING CONCRETE STRUCTURAL

FLOOR SLAB TO REMAIN. SEE

STRUCTURAL

PIPE BASEMENT. SEE PLANS FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE STRUCTURAL

FLOOR SLAB TO REMAIN. SEE

STRUCTURAL

FIRST LEVEL

111'-11"

GROUND LEVEL

100'-0"

SAW CUT AND REMOVED PORTION

OF CONCRETE FOUNDATION

WALL. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION.

EXISTING GRADE TO BE REMOVED.

SEE CIVIL

SAW CUT AND REMOVE PORTIONS

OF STONE BAND. SEE FLOOR

PLANS AND STRUCTURAL FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE

STRUCTURAL FLOOR SLAB TO

REMAIN. SEE STRUCTURAL

PIPE BASEMENT. SEE PLANS FOR

ADDITIONAL INFORMATION

EXISTING CONCRETE

STRUCTURAL FLOOR SLAB TO

REMAIN. SEE STRUCTURAL

INTERIOR PARTITION TO BE

REMOVED. SEE DEMOLITION

PLAN

SAW CUT AND REMOVE FACE BRICK

AND BACK UP WALL AT WINDOW INFILL,

AS REQUIRED. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION

SAW CUT AND REMOVE FACE BRICK

AND BACK UP WALL AS REQUIRED.

SEE STRUCTURAL FOR ADDITIONAL

INFORMATION

SAW CUT AND REMOVE FACE BRICK

AND BACK UP WALL AS REQUIRED.

SEE STRUCTURAL FOR ADDITIONAL

INFORMATION

REMOVE STONE SILL

FIRST LEVEL

111'-11"

EXISTING FACE BRICK AND BACK UP TO REMAIN.

SAW CUT AND REMOVE PORTION OF STONE

BAND. GRIND FLUSH AS REQUIRED. SEE FLOOR

PLANS AND STRUCTURAL FOR ADDITIONAL

INFORMATION

EXISTING FACE BRICK AND BACK UP TO REMAIN.

EXISTING CONCRETE STRUCTURAL FLOOR SLAB

TO REMAIN. SEE STRUCTURAL

FIRST LEVEL

111'-11"

GROUND LEVEL

100'-0"

N

SAW CUT AND REMOVED PORTION

OF CONCRETE FOUNDATION

WALL. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION.

EXISTING GRADE TO BE REMOVED.

SEE CIVIL

EXISTING CONCRETE

STRUCTURAL FLOOR SLAB TO

REMAIN. SEE STRUCTURAL

SAW CUT AND REMOVE FACE BRICK

AND CMU BACK UP WALL AS

REQUIRED. SEE STRUCTURAL FOR

ADDITIONAL INFORMATION

'-4

SEE STRUCTURAL FOR BRACING AT

OPENING.

1'- 0"

EXISTING CONCRETE

FOUNDATION WALL TO REMAIN.

SEE STRUCTURAL

1S

A1

EXISTING BELOW

GRADE WALL

CONSTRUCTION

REMOVE RIGID INSULATION. FIELD

VERIFY LOCATION AND THICKNESS.

SEE PLAN FOR EXTENTS.

REMOVE METAL FLASHING FLUSH

WITH CONCRETE WALL AND BRICK

ABOVE

REMOVE WATER PRROFING ON

COCRETE WALL

REMOVE WATER PRROFING ON

COCRETE WALL REMOVE METAL FLASHING FLUSH

WITH CONCRETE WALL AND BRICK

ABOVE

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

AD520

DEMOLITION WALL SECTIONS AND

DETAILS

CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA Author16584

3/4" = 1'-0"1

DEMOLITION DETAIL EXTERIOR - STONE BAND, BRICK AND

CONCRETE FOUNDATION WALL

3/4" = 1'-0"2

DEMOLITION DETAIL EXTERIOR - STONE BAND, BRICK, WINDOW

AND CONCRETE FOUNDATION WALL

3/4" = 1'-0"3 DEMOLITION DETAIL EXTERIOR - STONE BAND

3/4" = 1'-0"4

DEMOLITION DETAIL EXTERIOR - STONE BAND, BRICK, WINDOW

INFILL AND CONCRETE FOUNDATION WALL

1 1/2" = 1'-0"6 DEMOLITION DETAIL EXTERIOR - STONE BAND @ BUTTRESS

3/4" = 1'-0"5 DEMOLITION SECTION EXTERIOR - OPENING AT STAIR TOWER

1" = 1'-0"7 DEMOLITION DETAIL - BELOW GRADE MATERAIL REMOVAL

ALIGN

AE201

AE201

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

A

C

A3.5

AE301

AE301

AE301

AE302

H1

TELECOM

H16

CLEAN HAC

H14

ANTE-ROOM

CLEAN

H15

CLEAN

WORKROOM,

ASSEMBLY

H11

SPS CHIEF

OFFICE

H10

ASSISTANT

CHIEF

OFFICE H9

RME OFFICE

H8

STAFF

LOUNGE

H6

HAC

C52

CORRIDOR

H21

DECONTAMINATION

WORK AREA

H22

SOILED HAC

H23

DETERGENT

H24

CART

HOLDING

H25

ANTEROOM,

SOILED

TRANSITION/DROP-OFF

H7

TOILET

H5

LEAD TECH

OFFICE

H4

OPEN

OFFICE

H2

CONFERENCE/

TRAINING

ROOM

H26

SCOPE

PROCESSING

DECONTAMINATION

ROOM

H18

LOGISTICS

STORAGE

ROOM

C50

CORRIDOR

C51

CORRIDOR

H17A

SCOPE

STAGING

ROOM

H20A

MANUAL

CART WASH

H20

CART

HOLDING

H20B

AUTOMATIC

CART WASH

AREA

H17

STERILE

INSTRUMENT

STORAGE

H12

MENS

TOILET/LOCKER

H13

WOMENS

TOILET/LOCKER

H19

STEAM

STERILIZATION

AREA

AE312

AE311

AE313 2

AE313

AE313

AE301

AE320

AE411

AE411

AE411

AE412

AE2114 2

AE2125

AE2121

AE211

AE322

AE322

H13A

WOMENS

SHOWER

H12A

MENS

SHOWER

AE302

G25

OR #1

G26

CLEAN

CORE

G27

OR #4

C43

CORRIDOR

G28

STORAGE

G29

STORAGE

G

D10

ELEC

D12

STAIR #4

D12A

G02

G03

TELE

G04

EMS

G05

ELEV EQUIP

G42A

H

CR

CR

CR (C51A)

PP

PP

CR

CR

AE201

AE201

CR

C52B

H8H9

C52A

H10H11

H22

H24B

H25B H25A

H15

C51A C5

1B

H18

H1

C51C

H2

H4

H3

H5

H24A

H23

C50D

H1 4B

A3

AE312

AE314

2 3 4 4.9

B

H

G

C50

CORRIDOR

G79-5

ELEVATOR

LOBBY

G81-5

STAIR 9

H15A

STEAM

STERILIZER

H19

H20

H20AB

A15A

H2 0A

A H26A H26B

H13 H12

H16

H7

H6

AE322

AE501

TYP

AE501

AE501

AE501

AE502

AE502

AE502

AE321

8' -9

/4

'-5

/4

'-5

/2

1'- 0"

'-2

1'- 6"

8'- 8"

1'- 6"

'-2

1'- 0"

4' -9

/2

'-1

1/ 2"

VE

RI

FY

1'-

0" 1'-

D

E

F

16'-3 3/4" 2'-10" 8'-0" 15'-10 1/2" 4'-6" 15'-6" 4'-6" 3'-7" 11'-11" 2'-9" 1'-9" 4'-8" 9'-4" 1'-6" 11'-6" 8'-6"

1.7 1.8 4.3 5 25 7 27

C.3

A1.1

A1.7

A2.9

A2.10

30.4

30.1

1'- 4"

3'- 4"

7'- 8 3

/4"

3'- 7 1

/4" 3'-

0" 2'-

4"

1' -9

/4

'-5

/4

9'-

6"

'-1

1/ 2"

'-2

'-8

'-2

'-8

AE301

AE412

FL4

FL9

FL9

FL9

FL9 FL9FL9

FL9

AE540

AE541

AE541

AE541

AE541

NOTE:

• SEE EQUIPMENT PLANS FOR ADDITIONAL INFORMATION

• GROUND LEVEL FINISHED FLOOR ELEVATION (EL: 100'-0") TO

ALIGN WITH EXISTING GROUND LEVEL. SEE CIVIL FOR

ADDITIONAL INFORMATION.

AE541

AE541

AE541

AE541

AE542

FL9

AE542

FL9

CR

(C51B)

CR

PP

PP

PP

PP

PP

PP

PP

PP

(H24A)

AE541

SIM

AE543

AE542

SF1 SF2

AE212 7

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

LIMITS OF CONSTRUCTION

FL1

FL1

FL1

3'-8 1/4"

16'-3 5/16"

14'-2 1/4"

10 1/2"

H3

ELECTRICAL

AE503

1'-9 1/4"

AE503

ABOVE

BELOW

AE503

SIM

AL

IG

N

FL9

FL9

FL9

FF

FL11BELOW

AE212

AE543

TYP

FL13

AE211

AE212

AE21214

AE212

D18

DR WORK

ROOM

C12

CORRIDOR

FL1

3'-2"

A1.0

1'-4"

1'-10"

3'-0" 5'-0"

FEC

FEC

FEC

AE540

AE540

FL14

FL14

FL14

FL15

FL15

FL15

CR

H14A

CR

PP

FL15

AE502

LOWHIGH

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PREFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIERTY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERFITY DIMENSIONS OF MECHANIOCAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABIRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SRUFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPEFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES

REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND

TECHNOLOGY SUBCONTRACTORS.

12. ABREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOODON SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO

NOT PAINT OVER FRT LABEL.

14. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE

INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND HEAD OF ASSEMBLY.

WHERE GAPS OR DEFFICIES ARE FOUND, RESTORE INTEGRITY OF EXISTING

ASSEMBLIES WITH MATERIAL NECESSARY TO MEET REQUIRED REATING OF THE

ASSEMBLIES.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0" DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

FLOOR PLAN KEYED NOTES

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

FL1

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING FINISHES

ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE WALL

OF EXISTING INTERIOR SPACES WHERE PATCHING OCCURS.

FL2

4" H x 4" W CONTINUOUS CONCRETE CURB AT DUCTWORK AND / OR

OPENING IN SLAB. PROVIDE 1" RADIUS AT ROOM SIDE OF CURB.

FL3

4" HIGH CONCRETE PAD FOR EQUIPMENT. COORDINATE SIZE AND

LOCATION WITH MECHANICAL. PAD SHOULD EXTEND MIN 6" ALL SIDES

FROM EDGE OF EQUIPMENT.

FL4

PROVIDE FIRE RETARDANT PLYWOOD 3 SIDES OF ROOM. SEE TYPICAL

ELEVATIONS SHEET AE212

FL5

RATED EXPANSION JOINT SEE DETAIL

FL6

4" H x 4" W CONTINUOUS CONCRETE CURB WITH 1" RADIUS AT ROOM SIDE

AND SLOPED TOP. SEE WALL SECTIONS

FL7

EXISTING HOLLOW METAL DOOR FRAME. PATCH HOLES IN FRAME, PATCH

DOOR LATCH AND HINGE POCKETS WITH STEEL PLATE SAME THICKNESS

AS FRAME, WELD FULLY AND GRIND WELDS SMOOTH. REMOVE EXISTING

RUST AS REQUIRED PATCH IN SAME MANOR AS LATCH AND HINGES. PREP

FRAME FOR PAINT. PANT DOOR FRAME COLOR AS SCHEDULED

FL8

STOOP AND / OR STAIRS -SEE STRUCTURAL AND CIVIL

FL9

PATCH CONCRETE FLOOR AT REMOVED EXTERIOR WALL. SEE SECTIONS

FOR ADDITIONAL INFORMATION

FL10

PROVIDE CONCRETE RAMP AT DOOR.

FL11

INFILL WALL AT REMOVED LOUVER AT PIPE BASEMENT LEVEL. MATCH

EXISTING MATERIALS. SEE STRUCTURAL FOR ADDITIONAL INFORMATION

FL12

LUMINOUS VIRTUAL WINDOW. SEE DETAIL /8 AE212

FL13

MODIFY HANDRAIL AS REQUIRED FOR OPENING AS SCHEDULED.

FL14

1'-0" x 1'-0" SST ACCESS PANEL. COORDINATE LOCATION WITH MECH

FL15

STEEL DIAGONAL FRAMING. SEE STRUCTURAL

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

AE101

GROUND LEVEL FLOOR PLAN CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"1 GROUND LEVEL FLOOR PLAN

0 8' 16'4' TRUE

NORTH

PLAN

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

A

C

A3.5

AE301

AE301

AE301

AE302

H13

WOMENS

TOILET/LOCKER

H12

MENS

TOILET/LOCKER

H11

SPS CHIEF

OFFICE

H10

ASSISTANT

CHIEF

OFFICE

H9

RME OFFICE

H8

STAFF

LOUNGE

H14

ANTE-ROOM

CLEANH16

CLEAN HAC

H15

CLEAN

WORKROOM,

ASSEMBLY

H21

DECONTAMINATION

WORK AREA

H25

ANTEROOM,

SOILED

TRANSITION/DROP-OFF

H24

CART

HOLDING

H23

DETERGENT

H22

SOILED HAC

H17

STERILE

INSTRUMENT

STORAGE

H17A

SCOPE

STAGING

ROOM

H20

CART

HOLDING

H19

STEAM

STERILIZATION

AREA

H20A

MANUAL

CART WASH

H20B

AUTOMATIC

CART WASH

AREA

H26

SCOPE

PROCESSING

DECONTAMINATION

ROOM

H2

CONFERENCE/

TRAINING

ROOMC51

CORRIDOR

C50

CORRIDOR H6

HAC

C52

CORRIDOR

H7

TOILET

H5

LEAD TECH

OFFICE

H4

OPEN

OFFICE

H1

TELECOM

H18

LOGISTICS

STORAGE

ROOM

AE312

AE311

AE313 2

AE313

AE313

AE301

AE322

AE302

AE411

AE411

AE412

.00

90'-2"

3'-4"MO

6'-8" 3'-4" MO 6'-0" 3'-4" MO 6'-8" 3'-4" MO 2'-8" 3'-4" MO 2'-11 5/8"

5'- 8" 5'- 0"

'-8

/8

16'-7 1/8" 10'-4 3/8" 35'-8 3/4" 13'-2" 6'-9 7/8" 14'-3 3/4" 5'-1"

4'-4"B3

B3

B3

B3

B3

B3bs

B3bs

J4cs J4cs

13'-6 7/8" 5'-11 1/8" 9'-11 3/4"

J4cs

J4cs

'-2

/8

1/

4"

1/

8"

'-1

13'-10 7/8"

1'-0 1/8"

15'-8 7/8" 6'-6 3/4" 6'-6 3/4" 16'-3" 9'-8 5/8" 9'-7 5/8" 9'-7 5/8" 11'-0"

6' -3

/2

B3

9'-0"

B8 4'-0"

B8 4'-0"

'-6

/4

9'

-1

1/ 8"

12'-11" 2'-0" 8'-1 3/4"

12'-11" 2'-0" 8'-1 3/4"

1/

4"

9' -3

/4

7'

-9

/8

5' -2

/8

7' -1

/8

AE320

AE411

9' -3

/8

4'- 0"

J4c 1'-6"

8' -2

/8

'-9

/8

'-7

2'-1"

4' -0

/4

2'- 1"

4'-0"

7'- 0"

C43

CORRIDOR

G25

OR #1 G26

CLEAN

CORE

G27

OR #4 G29

STORAGE

G02

CORRIDOR

G03

TELE

G04

EMS

G05

ELEV EQUIP

G42A

SHAFT

C12

CORRIDOR

D10

ELEC

8'- 2"

2'-1" 16'-9 1/2" MO 34'-2 7/8"

7'-

3'

-7 " R

O 4'

-0

/2

3' -8

" R O

4' -0

/2

3'

-7 " R

O

'-8

VE

RI

FY

7'- 6"

1/

2"

VE

RI

FY

2'-

1/ 2"

VE

RI

FY

7'- 6"

1/

4"

VE

RI

FY

3' -4

/4

6'-6 1/2"

B8

B8

H13A

WOMENS

SHOWER

H12A

MENS

SHOWER

2'-6 3/4" 5'-0" RO 15'-9" 4'-0"RO

A3

AE312

2 3

4.9

B

H

G

C52B

H6 H8

H7

H5

H4

H2

H3

C51C

H1

H18

C51B

C51A

H26B H26A

H25B H25A

H24A

H24B

H23

H22

H9H10H11H12H13

H16 H14B

H20AA

H20AB

H20

H19

A15A

H15

HOLD

6'-5"

45.00°

B3 B3

B3

XP3

B3

B3B3

B3

B3

B3

B3

XP3

XP3

B3B3

B3

B3

XP3XP3

XP2

B3

J4cs

J4cs

J4cs

B3

XN3

XN3

E3c

E3c

E3c J4cJ4c

XN3XN3 XN3

B3

B3

XN3

B3

B3B3

B3

B3

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

AE412

19'-9 1/2"

J2c J2c

J2c

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

LIMITS OF CONSTRUCTION

NOTE:

• SEE EQUIPMENT PLANS FOR ADDITIONAL

INFORMATION

• GROUND LEVEL FINISHED FLOOR ELEVATION

(EL: 100'-0") TO ALIGN WITH EXISTING

GROUND LEVEL. SEE CIVIL FOR ADDITIONAL

INFORMATION.

• VERIFY ALL OPENINGS IN ALL PARTITIONS AT

EQUIPMENT WITH EQUIPMENT SUPPLIER

1'- 4"

3'- 4"

7'- 8 3

/4"

3'- 7 1

/4" 3'-

0" 2'-

4"

3'-8 1/4"

1'-11 1/4" 16'-3 3/4" 2'-10" 3'-0" 5'-0" 15'-10 1/2" 4'-6" 15'-6" 4'-6" 3'-7" 11'-11" 2'-9" 1'-9" 4'-8" 9'-4" 1'-6" 11'-6" 8'-6"

8' -9

/4

'-5

/4

'-5

/2

1'- 0"

'-2

1'-

6" 8'-

8" 1'-

6"

'-2

1'- 0"

4' -9

/2

'-1

1/ 2"

VE

RI

FY

1'-

0"

1'-

'-5

/4

9'- 6"

'-1

1/

2"

'-2

'-8

'-2

'-8

5'-

4"

1' -1

1/

4"

J6c

7'-3 5/8"RO

4'-11 1/2"

10'-6" RO

AE542

AE542

AE540

AE541

2AE541

AE543

AE501

AE541

AE541

AE541

AE541

AE541

AE541

AE541

AE503

AE503

SIM

AE502

H3

ELECTRICAL

B8

B8

AE501

AE501

C52A

A1.0

14'-2 1/4"

10 1/2"

3'-2"

16'-3 5/16"

AE502

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PREFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIERTY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERFITY DIMENSIONS OF MECHANIOCAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABIRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SRUFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPEFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES

REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND

TECHNOLOGY SUBCONTRACTORS.

12. ABREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOODON SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO

NOT PAINT OVER FRT LABEL.

14. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE

INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND HEAD OF ASSEMBLY.

WHERE GAPS OR DEFFICIES ARE FOUND, RESTORE INTEGRITY OF EXISTING

ASSEMBLIES WITH MATERIAL NECESSARY TO MEET REQUIRED REATING OF THE

ASSEMBLIES.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0" DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

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

AE102

GROUND LEVEL DIMENSION PLAN CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1/8" = 1'-0"1 GROUND LEVEL DIMENSION PLAN

0 8' 16'4'

TRUE

NORTH

PLAN

AE201

AE201

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

AE313

AE313

AE301

AE322

AE322

AE302

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

131A

120A

126B

STAIR

111A

G

H

INTERSTITIAL

SPACE

AE201

AE201

A3

AE312

2 3 4 4.9

B

H

G

AE321

AE322

AE501

AE502

AE502

AE503

AE503

AE212

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

AE201

AE301

FL3

FL3

FL3

FL10

FL6

FL6

FL6

FL6

FL6

FL6

FL6

FL6

SEE ROOF PLAN FOR WORK IN THIS AREA

FL10

AE541

AE542

AE542

AE542

AE542

AE320

FL1

FL1 FL1

FL1

FL1

FL1

FL1

FL1

FL1

AE551

TYP

NOTE:

• SEE EQUIPMENT PLANS FOR ADDITIONAL

INFORMATION

• GROUND LEVEL FINISHED FLOOR ELEVATION (EL:

100'-0") TO ALIGN WITH EXISTING GROUND LEVEL.

SEE CIVIL FOR ADDITIONAL INFORMATION.

LIMITS OF CONSTRUCTION

LI

M

IT

S

O F

CO

NS

TR

UC

TI

O

N

LIMITS OF CONSTRUCTION

'-5

/4

9'-

6"

'-1

1/ 2"

1'- 0"

'-2

1'-

6" 8'-

8" 1'-

6"

'-1

1/ 2"

'-1

1/

2"

16'-3 3/4" 2'-10" 3'-0" 5'-0" 15'-10 1/2" 4'-6" 15'-6" 4'-6" 3'-7" 11'-11" 2'-9" 1'-9" 4'-8" 9'-4" 1'-6" 11'-6" 8'-6"

3'-8 1/4"

1'- 4"

3'- 4"

7'- 8 3

/4"

3'- 7 1

/4" 3'-

0" 2'-

4"

STOOP SEE CIVIL & STRUCTURAL

B6

AE530

AE530

AE530

B6

AE551

AE551

AE551

TYP

TYP

TYP

B6 B6

TYP

FL12FL12

FL12FL12 FL12

FL12

A1.0

14'-2 1/4"

10 1/2"

3'-2"

16'-3 5/16"

1'-4"

1'-10"

C52

CORRIDOR

FL15

FL15

FL15

FL15

STAIR #10

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PREFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIERTY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERFITY DIMENSIONS OF MECHANIOCAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABIRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SRUFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPEFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND SIZES

REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL AND

TECHNOLOGY SUBCONTRACTORS.

12. ABREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOODON SURFACE OF SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, UNLESS NOTED OTHERWISE. DO

NOT PAINT OVER FRT LABEL.

14. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE

INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND HEAD OF ASSEMBLY.

WHERE GAPS OR DEFFICIES ARE FOUND, RESTORE INTEGRITY OF EXISTING

ASSEMBLIES WITH MATERIAL NECESSARY TO MEET REQUIRED REATING OF THE

ASSEMBLIES.

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0" DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

FLOOR PLAN KEYED NOTES

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

FL1

PATCH PARTITION, WITH MATERIALS TO MATCH EXISTING ADJACENT

SURFACES, AS REQUIRED FROM DEMOLITION. WHERE EXISTING FINISHES

ARE DISTURBED PAINT TO MATCH ADJACENT FINISH, PAINT ENTIRE WALL

OF EXISTING INTERIOR SPACES WHERE PATCHING OCCURS.

FL2

4" H x 4" W CONTINUOUS CONCRETE CURB AT DUCTWORK AND / OR

OPENING IN SLAB. PROVIDE 1" RADIUS AT ROOM SIDE OF CURB.

FL3

4" HIGH CONCRETE PAD FOR EQUIPMENT. COORDINATE SIZE AND

LOCATION WITH MECHANICAL. PAD SHOULD EXTEND MIN 6" ALL SIDES

FROM EDGE OF EQUIPMENT.

FL4

PROVIDE FIRE RETARDANT PLYWOOD 3 SIDES OF ROOM. SEE TYPICAL

ELEVATIONS SHEET AE212

FL5

RATED EXPANSION JOINT SEE DETAIL

FL6

4" H x 4" W CONTINUOUS CONCRETE CURB WITH 1" RADIUS AT ROOM SIDE

AND SLOPED TOP. SEE WALL SECTIONS

FL7

EXISTING HOLLOW METAL DOOR FRAME. PATCH HOLES IN FRAME, PATCH

DOOR LATCH AND HINGE…