P09-Drawings-Part-1.pdf

MEDICAL CENTER DIRECTOR

DOCUMENT SIGNATURE BLOCK

PRINT NAME SIGNATURE

ASSOCIATE DIRECTOR

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ASSOCIATE DIRECTOR OF PATIENT SERVICES

PRINT NAME SIGNATURE

ASSISTANT DIRECTOR

PRINT NAME SIGNATURE

CHIEF ENGINEER

PRINT NAME SIGNATURE

INFECTION CONTROL PRACTITIONER

PRINT NAME SIGNATURE

SAFETY OFFICER

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CHIEF OF STAFF

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HRO DIRECTOR

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ABBREVIATIONS

PROJ(D)

PLBG

PLYWD

PREFIN

RAD(R)

RESIL

REINF

REQ'D

SECT

SHWR

SPECS

REFRIG

GALVANIZEDGALVBMRK BENCHMARK

CONCRETE

MASONRY UNIT

CEILINGCLG

CLR

CMU

COL

CLO

CLEAR/CLEARANCE

COLUMN

CLOSET

CAB

CJ

CC

CB

BW

CL

BOC

BRZ

BRK

BO

BRG

BUR

BTM

BS

BUILT-UP ROOF

CENTER TO CENTER

CHALKBOARD

BOTTOM OF WALL

CENTER LINE

CONTROL JOINT/

CONSTRUCTION JOINT

CABINET

BACK OF CURB

BOTH SIDES

BOTTOM OF

BRONZE

BRICK

BEARING

BOTTOM

FOUNDATION

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

FE

FEC

FDN

FD

EAST

EACH

EQUIPMENT

EXPOSED

EACH WAY

EXISTING

ELECTRICAL

EXTERIOR INSULATION

FINISH SYSTEM

ELEVATION/ELEVATOR

EXPANSION JOINT

EXISTING GRADE

ELECTRICAL CONTRACTOR

EXTERIOR

ETHYLENE PROPYLENE

DIENE TERPOLYMER

ELEV

EQUIP

EW

EPDM

EXP

EXIST

EXT

E

EA

EC

EG

EIFS

EJ

ELEC

INSULATION

INTERIOR

INSIDE DIAMETER

INSUL

IN(")

INT

ID

INCH

GRAB BAR

GENERAL CONTRACTOR

GYPSUM

GLASS/GLAZING

HOLLOW METAL

HIGH PRESSURE

DECORATIVE LAMINATE

HORIZONTAL

HARDWARE

HARDWOOD

HOSE BIB

HOT WATER

HEATING, VENTILATING

& AIR CONDITIONING

HDWR

HM

HORZ

HT

HPDL

HVAC

HW

HEIGHT

GB

GL

GRD

GYP

GC

HDWD

HB

GRADE

PART

PLAS

OVHD

PARTITION

PLASTER

OVERHEAD

SRT

SS

SQ

MISCELLANEOUS

MASONRY OPENING

NOT IN CONTRACT

NOT APPLICABLE

OUTSIDE DIAMETER

NUMBERNO(#)

NTS

OC

OA

NOM

OFF

OPNG

OD

ON CENTER

OVERALL

NOMINAL

NOT TO SCALE

OFFICE

OPENING

MISC

N

MO

MULL

MTL

NIC

NA

NORTH

MULLION

METAL

SHT

SF

SB

SND

SIM

S

RM

ROW

RO

SAT

SAN

ARCHITECT/

ARCHITECTURAL

AB ANCHOR BOLT

APPROX

BLDG

BD

ARCH

BM

BLK

ADJ

AFF

AC

ACCU

ALUM

ANOD

ALT

APPROXIMATE

BLOCK/BLOCKING

AT

BOARD

BEAM

BUILDING

AIR COOLED

CONDENSING UNIT

ABOVE FINISHED FLOOR

ADJUSTABLE

ALTERNATE

ANODIZED

ACOUSTICAL

ALUMINUM

A/C AIR CONDITIONING

PLUS OR MINUS

CONSTRUCTIONCONST

COURSE

CERAMIC TILE

CONTINUOUS

CARPET

CORRIDOR

DIAMETER

DOOR

DOWN

DITTO

DIMENSION

DOUBLE

DRINKING FOUNTAIN

DETAIL

DRAWING

DOWNSPOUT

DIA

DR

DS

DN

DO

DIM

DTL

DWG

CRS

CT

CONT

CORR

CPT

DBL

DF

CONFERENCE

CONCRETE

CONF

CONC

FINISHFIN

FLUORESCENT

FLOW LINE

FOLDING

FIELD VERIFY

FURNACE

FOOTING

FIRE RETARDANT

FOOT SCRAPER

FIBERGLASS

REINFORCED PLASTIC

FV

FT(')

FURR

FURN

FTG

G

GA

FOOT

FURRING

GAS

GAUGE

FRP

FLR

FLDG

FL

FRT

FS

FLUOR

FLOOR

FINISH GRADE

FINISH FLOOR

FG

FF

JOISTJST

LOW VOLUME CHANGE

MASONRYMAS

MANUF

MATL

MAX

MECH

MEMB

MH

MIN

MIRR

MANUFACTURER

MATERIAL

MECHANICAL

MEMBRANE

MAXIMUM

MINIMUM

MANHOLE

MIRROR

LDR

LF

LAV

LAM

LVC

LOCN

LINEAL FEET

LADDER

LAVATORY

LAMINATE

LOCATION

REF

R

RAG

RD

PT

PR

QT

PTD

JT

JAN JANITOR

JOINT

PL

UNDER CABINET LIGHTREQUIRED

PHYSICAL THERAPY

RESPIRATORY CARE

SURGICAL INTENSIVE CARE UNIT

STUDDED RUBBER TILE

STAINLESS STEEL

SQUARE

SPECIFICATIONS

YD

SUSPENDED

ACOUSTICAL TILE

SIMILAR

SANITARY NAPKIN

DISPENSER

SECTION

SHOWER

SHEET

SQUARE FEET

SPLASH BLOCK

RESILIENT

SOUTH

SANITARY

RIGHT OF WAY

ROUGH OPENING

ROOM

WD

WNDW

WH

WNSCT

WC

WT

WWF

WP

VCT

VWC

VEST

VERT

W

W/

W/O

YARD

WATERPROOFING

/WATERPROOF

WELDED WIRE FABRIC

WATER HEATER

WATER CLOSET

WINDOW

WOOD

WAINSCOT

WEIGHT

VINYL COMPOSITION TILE

VINYL WALL COVERING

VERTICAL

VESTIBULE

WEST

WITH

WITH OUT

RC

SICU

CENTRAL STERILE

LONG TERM CARE

INTENSIVE CARE UNIT

OCCUPATIONAL THERAPY

MAGNETIC RESONANCE IMAGING

POST ANESTHETIC CARE UNIT

MEDICAL INTENSIVE CARE UNIT

LABOR-DELIVERY-RECOVERY-POST PARTUM

OPERATING ROOM

FOR MEDICAL

FACILITIES ONLY

EMERGENCY ROOM

COMPUTED TOMOGRAPHY

STORPLUMBING

PROJECT/(PROJECTED)

REFER/REFERENCE

ROOF DRAIN

RADIUS

RETURN AIR GRILLE

REINFORCING

REFRIGERATOR

RISER

PRESSURE TREATED

PAINTED

QUARRY TILE

PLYWOOD

PREFINISHED

PAIR

TLT

TV

TW

TOC

TPH

TO

TYP

UCL

T&B

T

SUSP

STRUCT

TEL

TB

T&G

PLATE/PLASTIC/

PROPERTY LINE STL

STD

STORAGE

TOILET PAPER HOLDER

TOP OF CURB

TOILET

TELEVISION

TOP OF

TYPICAL

TOP OF WALL

TONGUE & GROOVE

TOP & BOTTOM

STRUCTURE/STRUCTURAL

TREAD

TELEPHONE

TACKBOARD

SUSPENDED

ICU

OR

LDRP

MRI

MICU

LTC

PT

PACU

OT

CS

CT

ER

STEEL

STANDARD

UNLESS NOTED OTHERWISEUNO

CUT STONE

STEEL

PLYWOOD

FINISH WOOD

CONT WD FRAMING

WOOD BLOCKING

MATERIAL SYMBOLS

LVC FILL

GRANULAR FILL

CONCRETE MASONRY

FACE BRICK

CONCRETE

EARTH

EXISTING CONSTRUCTION

ASPHALT

GLASS

RIGID OR TAPERED

INSULATION, EIFS

BATT INSULATION

GYPSUM BOARD

DRAWING SYMBOLS

95.00

TOC

98.5

TOC

98.5 E

B

NEW ELEVATION

ELEVATION DESCRIPTION

EXISTING CONTOUR

NEW CONTOUR

TEST BORING (SITE PLANS ONLY)

EXISTING ELEVATION

ELEVATION DESCRIPTION

PROPERTY LINE

/1 A101

/1 A101 MATCHLINE

SHT. REFERENCE

ELEVATION DATUM

(SECTIONS, ELEVATIONS ONLY)

BUILDING SECTION

WALL SECTION

DETAIL DRAWING

BUILDING ELEVATION

AI-201

INTERIOR ELEVATION

A100

WINDOW ID TAG

DOOR NUMBER

ROOM NAME

ROOM NAME & NUMBER

PARTITION SYMBOL

1 REVISION TAG

COLUMN LINE GRID

EQUIPMENT NUMBER

SITE PLAN NOTES

DEMOLITION PLAN NOTES

VICINITY MAP

NO SCALE

PRECAST CONCRETE

WALL PANEL TAG

XXX

AE-101

A-4 ALTERNATE TAG

PT-XX PAINT COLOR TAG

# PLAN NOTES &

ROOF PLAN NOTES

PROJECT

LOCATION

AE-201

AE-301

AE-310

N

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

A

B

C

D on e e ig ht h in ch o ne fo ot on e q ua rt er i nc h th re e e ig ht hs o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e a nd on e h al f in ch es o ne f oo t th re e in es ne f oo t

1 2 3 4 5 6

A

B

C

D

1 2 3 4 5 6

VA FORM 08-6231

Office of Construction and Facilities Management

Department of Veterans AffairsDwg.

Drawing Number

Building Number

Project NumberProject Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

CONSULTANTS: ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

GI001

TITLE SHEET

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

RENOVATE & EXPAND UROLOGY CLINIC

HARRY S. TRUMAN MEMORIAL VETERANS' HOSPITAL

DEPT OF VETERANS AFFAIRS

800 HOSPITAL DRIVE COLUMBIA, MO 65201

FINAL BID DOCUMENTS

FINAL BID DOCUMENTS

589A4-23-050

JSJIEP

SHEET INDEX

GENERAL

GI001 TITLE SHEET

GI002 ABAAS SHEET

GI003 ABAAS SHEET

GI104 LIFE SAFETY PLAN - 1ST FLOOR

GI110 PHASING PLANS - 1ST FLOOR

GENERAL: 5

STRUCTURAL

S-100 FLOOR PLAN - 1ST FLOOR

STRUCTURAL: 1

ARCHITECTURAL

AD100 DEMOLITION RCP - BASEMENT - ABOVE CEILING

AD101 DEMOLITION PLAN - 1ST FLOOR

AD110 DEMOLITION RCP - 1ST FLOOR

AE101 FLOOR PLAN - 1ST FLOOR

AE102 FLOOR PLAN - DIMENSIONS - 1ST FLOOR

AE120 REFLECTED CEILING PLAN - 1ST FLOOR

AE401 ENLARGED PLANS

AE501 DETAILS

AE601 SCHEDULES

ARCHITECTURAL: 9

ARCHITECTURAL INTERIORS

AI101 FINISH PLAN & SCHEDULE - 1ST FLOOR

AI201 EQUIPMENT PLAN & SCHEDULE - 1ST FLOOR

AI301 WALL PROTECTION PLAN - 1ST FLOOR

AI401 INTERIOR ELEVATIONS

AI402 INTERIOR ELEVATIONS

AI403 INTERIOR ELEVATIONS

AI501 MILLWORK SECTION DETAILS

AI601 SIGNAGE PLAN & SCHEDULE - 1ST FLOOR

ARCHITECTURAL INTERIORS: 8

FIRE SUPPRESSION AND ALARM

FG101 FIRE SUPPRESSION SYMBOLS LEGEND, GENERAL NOTES, AND DETAILS

FD101 FIRE SUPPRESSION DEMOLITION PLAN - 1ST FLOOR

FX100 FIRE SUPPRESSION ZONING PLAN - 1ST FLOOR

FX101 FIRE SUPPRESSION PLAN - 1ST FLOOR

FA101 FIRE ALARM PLAN - 1ST FLOOR

FIRE SUPPRESSION AND ALARM: 5

MECHANICAL

MG101 MECHANICAL SYMBOLS LEGEND AND GENERAL NOTES

MD101 MECHANICAL DEMOLITION PLAN - 1ST FLOOR

MH101 HVAC PLAN - 1ST FLOOR

MP101 MECHANICAL PIPING PLAN - 1ST FLOOR

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-701 MECHANICAL SCHEDULES

MECHANICAL: 7

PLUMBING

PD101 PLUMBING DEMOLITION PLAN - 1ST FLOOR

PL100 PLUMBING PLAN - BASEMENT

PL101 PLUMBING PLAN - 1ST FLOOR

PM101 MEDICAL GASES PLAN - 1ST FLOOR

P-501 PLUMBING DETAILS

P-701 PLUMBING SCHEDULES

PLUMBING: 6

ELECTRICAL

EG101 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES

ED101 ELECTRICAL DEMOLITION PLAN - 1ST FLOOR

EL101 LIGHTING PLAN - 1ST FLOOR

EP101 POWER & SPECIAL SYSTEMS PLAN - 1ST FLOOR

E-501 ELECTRICAL DETAILS

ELECTRICAL: 5

TOTAL SHEETS: 46

# Revision Date

Figure 302.2 Carpet Pile Height

Figure 303.2 Vertical Change in Level

1/ 2" m ax

1/ 4" m ax

Figure 302.3 Elongated Openings in Floor or

Ground Surfaces d ir ec ti o n o f tr av el lo n g d im d o m in an t p er p en d ic u la r to

1/2" max dominant direction of travel

Figure 303.3 Beveled Change in Level

1/

1/

1/

1/

Figure 304.3.1.2 Circular Turning Space - Existing

Buildings Size and Overlap

Figure 304.3.1.1 Circular Turning Space - New Buildings Size and Overlap m ax

Overlap of knee and toe clearance Overlap of knee and toe clearance

6.

2.

m ax

P er ø 5' - 7" min ø 5' - 0" min

Figure 304.3.2.2 T-Shaped Turning Space New Buildings - Size and Overlap ar m ar m base

Figure 304.3.2.1(A) T-Shaped Turning Space New Buildings - Option 1 ar m ar m base

68" min min

16" min

36" min

16" m in m in36 m in

Figure 304.3.2.1(B) T-Shaped Turning Space New Buildings - Option 2 ar m ar m base

64" min min

11" min

42" min

11" m in m in m in

Figure 304.3.2.1(C) T-Shaped Turning Space New Buildings - Option 3 ar m ar m base

64" min min

12" min

40" min

12" m in m in m in

60" min min

12" min

36" min

12" m in36 m in m in

Figure 305.3.2 Clear Floor or Ground

Space- Existing Buildings

Figure 305.5 Position of Clear Floor or Ground Space

Figure 305.7.1 Maneuvering Clearance in an

Alcove, Forward Approach

Figure 305.7.2 Maneuvering Clearance in an

Alcove, Parallel Approach

(a) forward

(b) parallel

Figure 305.3.1 Clear Floor or Ground Space- New Buildings

52" min m in

48" min m in

30" min m in

48" min m in

36" min

X

4"

60" min

X

5"

Figure 306.2 Toe Clearance

Figure 306.3 Knee Clearance

(b) plan

(a) elevation

9"

6" max m in

17"- 25"

(b) plan

(a) elevation m in

25" max

11" min

8" min m in

Figure 307.2 Limits of Protruding Objects

4" max

X

7"

X

0"

Figure 307.3 Post-Mounted Protruding Objects

(b)(a)

0"

12" max 12" max m ax X > 12"

X > 12" m in

Figure 307.4 Vertical Clearance

M ax

X

Figure 308.3.1 Unobstructed Side Reach

Figure 308.3.2 Unobstructed High Side Reach

Figure 308.2.2 Obstructed High Forward Reach

Figure 308.2.1 Unobstructed

Forward Reach

(a) (b)

(b)(a) m in m ax m ax

20" max m ax

20"- 25" max

10" max m in m ax

10" max 10" - 24" max m ax m ax m ax m ax

B U

IL

D

IN

G

B L

O C

K S

Figure 403.5.2 Clear Width at Turn Existing Buildings

Figure 403.5.1 Clear Width of an Accessible Route

(a) 180 degree turn

(b) 180 degree turn

(Exception)

Figure 403.5.2.1 Clear Width at Turn

(A) 180 degree turn

New Buildings - Option 1 m in

(B) 180 degree turn

New Buildings - Option 2 m in

(C) 180 degree turn

New Building - Option 3 m in

38" min m in

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

36" min m in

4" min 28" min

4" m in m in

Figure 403.5.3.2 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

Figure 403.5.3.1 Clear Width At 90-Degree Turn

Existing Buildings

36" min m in

36" min

X<52"

36" min 42" min

X<52"

42" min 43" min

X<52"

43" min m in m in

42" min

X<48"

42" min 36" min

X<48"

36" min

32" min

36" min

32" min

36" min m ax m in m ax

(a) 90 degree trun

New Building - Option 1

(b) 90 degree trun

New Building - Option 2

(c) 90 degree trun

New Building - Option 3

A C

C E

S S

IB

L

E R

O U

T E

S

Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates

Figure 404.2.4.2 Maneuvering Clearance at Sliding and Folding Doors

Figure 404.2.4.1 Maneuvering Clearance at Manual Swinging Doors and Gates

Figure 404.2.3 Clear Width of Doorways

Figure 404.2.6 Doors in Series and Gates in Series

(e) hinge approach, pull side

(j) latch approach, push side

(k) latch approach, push side

*48 min if door provided with closer

(i) latch approach, pull side

*54 min if door provided with closer

(h) latch approach, pull side

(f) hinge approach, push side

(g) hinge approach, push side

*if door provided with both closer and latch ** 48 min if both closer and latch provided

(b) front approach, push side

(c) front approach, push side

*if door provided with both closer and latch

(a) front approach, pull side

(a) hinged door

(b) sliding door

(c) folding door

(d) doorways without doors

(a) pull side

(b) push side

(c) push side, door provided with both closer and latch

(a) front approach

(b) side approach

*48 min at front approach

(c) pocket or hinge approach

(d) stop or latch approach

(d) hinge approach, pull side

(a)

(c)

(b)

(d) front approach symbol

.00

32" min

32" min

32" min

36" min

18" min m in m in

*12" min

36" min 60 m in

42" min m in

2" m in

22" min* 12" min m in

24" min

24" min m in m in m in

22" min m in m in

24" min m in

18" min

X >8

X >8 m in m in

12" min

X >8

48" min

48" min

48" min m in

66" min D O

O R

S A

N D

G A

T E

S

Figure 703.6.1 Pictogram Field

MEN not in pictogram field

6" M in

Figure 705.1 Size and Spacing of Truncated Domes base diameter of 0.9"-1.4" top diameter of 50%-65% of the base diameter

(a) elevation (enlarged)

(b) plan

.6 5"

M in

1.6" - 2.4"

1.

6"

.4

Figure 707.6.2 Numeric Key Layout

(a) 12-key ascending

(b) 12-key descending

1 2 3

4 5 6

7 8 9

* 0 #

7 8 9

4 5 6

1 2 3

* 0 #

Figure 703.2.5 Height of Raised

Characters

LIBRARY

5/ 8"

"0.

2"

Figure 703.3.1 Braille Measurement single braille cell blank cell space between words raised dot no raised dot

Figure 703.3.2 Position of Braille

AREA OF

REFUGE

3/ 8" m in

3/ 8" m in

Figure 703.7.2.1 International Symbol of Accessibility

Figure 703.7.2.2 International TTY Symbol

Figure 703.7.2.3 Volume-Controlled Telephone

Figure 703.7.2.4 International Symbol of Access for

Hearing Loss

Figure 704.2.1.1 Parallel Approach to

Telephone

Figure 704.2.1.2 Forward Approach to

Telephone

Figure 703.4.1 Height of Tactile Characters

Above Floor or Ground

Figure 703.4.2 Location of Tactile Signs at Doors

AREA OF

REFUGE

centered on tactile characters

AREA OF

REFUGE

.00

M ax

M ax

M in

M ax

18" Min

M in distance between corresponding dots from one cell directly below distance between dots in the same cell distance between corresponding dots in adjacent cells distance between dots in the same cell base diameter

C O

M M

U N

IC

A

T

IO

N E

L E

M E

N T

S A

N D

F E

A T

U R

E S m in

48" min

Figure 1104.1.1 Clear Floor Space

For type B Unit

(a) front or rear entry

(b) side entry

Figure 802.1.3 Depth of Wheelchair Spaces in

Assembly Area

(a) single space

(b) two spaces

Figure 802.1.2 Width of Wheelchair Spaces in

Assembly Area

36" min 33" min 33" min m in m in

Figure 802.4(a) Depth of Wheelchair Spaces in Assembly Area - New Building m in

W H

E E

L C

H A

IR

S

P A

C E

S

Figure 903.3 Bench Size And Clear Space

42" min

Figure 903.4 Bench Back Support

(a) (b) m in

2" m ax

2 1/2" max

Figure 904.4.1 Sales And Service Counters - Parallel Approach

Figure 904.4.2 Sales And Service Counters - Forward Approach

Elevation

Plan

30" min m ax m ax

Elevation

Plan

36" min m ax m ax

B U

IL

T

IN

E L

E M

E N

T S

1. ALL CONSTRUCTION & RENOVATION SHALL MEET THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARD (ABAAS).

2. SUPPLEMENTAL TO THE (ABAAS), CONSTRUCTION & RENOVATION IN HEALTH FACILITIES OF

THE DEPARTMENT OF VETERAN AFFAIRS (VA) SHALL COMPLY WITH THE VA BARRIER FREE

DESIGN STANDARD: A SUPPLEMENT TO THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (PG-18-13).

GENERAL NOTES

OVERRIDE BY VA BARRIER FREE

DESIGN STANDARD

MINIMUM REQUIREMENTS

• SITES - PARKING SPACES ACCESSIBLE 1% GREATER THAN ABAAS

• SPINAL CORD INJURY/DISORDER (SCI/D) FACILITIES: 0.2 ACCESSIBLE SPACES PER

INPATIENT BED; 0.5 PER LONG-TERM CARE BED; 5.6 PER OUTPATIENT EXAM ROOM.

DEDICATED FOR SCI/D PATIENTS

• HOSPITAL OUTPATIENT FACILITIES 10% OF TOTAL SPACES

• REHABILITATION AND OUTPATIENT

PHYSICAL THERAPY FACILITIES 20% OF TOTAL SPACES

• BUILDING-ACCESSIBLE SEATING, ASSEMBLY AREAS 1% GREATER THAN ABAAS

ACCESSIBLE ROUTE

• WIDTH, MIN. PATIENT CARE AREAS 6'-0"

• WIDTH, MIN. ADMINISTRATIVE AREA 5'-0"

• SLOPE, MAXIMUM (INCLUDING PARKING SPACES) 1:50 (2%)

• MINIMUM GRADIENT OF WALK REQUIRING REST

AREAS EVERY 200' 1:50 (2%)

• TURNING RADIUS 5'-6"

• TURNING RADIUS, BARIATRIC 6'-0"

• T-SHAPED TURNING SPACE 5'-6" x 5'-6"

• T-SHAPED TURNING SPACE, BARIATRIC 6'-0" x 6'-0"

FLOOR SURFACES

• CHANGES IN LEVEL NOT PERMITTED ON SCI FLOORS

• CARPET CUSHION OR PADDING NOT PERMITTED

PARKING & PASSENGER LOADING ZONES

• ACCESS AISLE REQUIREMENT FOR ACCESSIBLE

PARKING SPACES 5'-0" EACH SIDE

• PASSENGER LOADING AREA

"COMMUNICATION SYSTEM" FOR ASSISTANCE AT SCI UNITS YES

CURB RAMPS

• WIDTH, MINIMUM 4'-0"

RAMPS

• MAXIMUM SLOPE 1:20

• MAXIMUM LENGTH, WITHIN RANGE OF 1:33 - 1:26 40'

• MAXIMUM LENGTH, WITHIN RANGE OF 1:25 - 1:20 35'

• MINIMUM CLEAR WIDTH 4'-0"

• MINIMUM SIZE LEVEL LANDING,

WHERE DOORS SWING INTO LANDING 6'-0" X 6'-0"

STAIRS

• HANDRAIL HEIGHT 34"

ELEVATOR (PASSENGER)

• MINIMUM WIDTH OF ELEVATOR DOORS 4'-0"

• MINIMUM CAR SIZE 8'-0" X 6'-2" PLATFORM SIZE

• DOUBLE SET OF HANDRAILS YES

WINDOWS

• SILL HEIGHT IN PATIENT BEDROOMS 24" MAXIMUM

DOORS & DOORWAYS

• PATIENT CARE DELIVERY AREAS WITH PATIENT BED,

STRETCHER OR GURNEY ACCESS, MINIMUM WIDTH 4'-0"

WATER CLOSETS - INPATIENT NURSING UNITS

• GRAB BAR CONFIGURATION: DOUBLE SWING-UP BARS FOR ALL PATIENT TOILETS/SHOWER

ROOMS ON NURSING UNITS.

TOILET STALLS

• MINIMUM ACCESSIBLE STALL SIZE 5'-6" X 6'-0"

• MINIMUM SIZE WHEELCHAIR "FRONT-TRANSFER" STALL 3'-6" X 6'-0"

• GRAB BARS REQUIRED IN ALL STALLS

SHOWER STALLS (PATIENT)

• MINIMUM STALL DIMENSIONS 4'-0" X 4'-0"

• GRAB BARS HORIZONTAL PLUS VERTICAL BARS

TOILET ROOMS

• INPATIENT BEDROOM TOILET ROOMS,

MINIMUM WIDTH OF TOILET ROOM ENTRANCE DOORS 48"

CAFETERIAS

• KNEE CLEARANCE, FOR MINIMUM 5% TABLES 2'-3" & 2'-5" FOR AT LEAST 5%

• CUTLERY AND SUPPLY HEIGHT 40" - 48"

HEALTH CARE FACILITIES

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF PATIENT BEDROOMS ACCESSIBLE 100%

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF TOILET ROOMS ACCESSIBLE 100%

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

GI002

ABAAS SHEET

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

FINAL BID DOCUMENTS

JSJIEP

Figure 611.4 Height of Laundry

Compartment Opening

(a) top loading

(b) front loading m ax

Figure 604.2 Water Closet

Location

(a) wheelchair accessible water closets

(b) ambulatory accessible

Water closets

Figure 604.3.1 Size of Clearance at

Water Closets

Figure 604.3.2 (exception) Overlap of Water Closet Clearance in Residential

Dwelling Units

Figure 604.5.1 Side Wall Grab Bar at

Water Closets

Figure 604.5.2 Rear Wall Grab Bar at Water Closets

Figure 1104.11.1.1 Swing-up Grab Bar for Water Closet

Figure 604.7 Dispenser Outlet Location

Figure 604.8.1.2 Wheelchair Accessible Toilet

Compartment Doors

Figure 604.8.1.4 Wheelchair Accessible Toilet Compartment Toe Clearance

Figure 604.8.2 Ambulatory Accessible

Toilet Compartment

Transfer Side comply with section 609.3

(a) adult wall hung water closet

(b) adult floor mounted water closet and children's water closet

(b) elevation children

(a) elevation adult

(c) plan alternate door location

Figure 604.9.2.3 Wheelchair Toilet Compartments Alternate

Wheelchair Toilet Compartment m in

60" min

Figure 604.8.1.1 Size of Wheelchair Accessible Toilet Compartments m in

60" min m in

60" min 42 m in

4" max

4" m ax m in m in

35" - 37"

6" m in

6" min

6" min

9" m in m in6" min

Partition m in m ax7" - 9"

18" min 18" min

15 3/4" 15 3/4"36" min

24" min min

12" 12" max 42" min

54" min

42" m in

39" - 41" m in m in

60" min

18" min m in

60" min

16" - 18"

17" - 19"

P L

U M

B

IN

G E

L E

M E

N T

S A

N D

F A

C

IL

IT

IE

S

Figure 602.2.1 (A) Clear Floor Space at Wheelchair Drinking

Fountains

Figure 602.2.1 (B) Clear Floor Space at Wheelchair Drinking Fountains Primarly for

Children's use Exception

Children Adults

Figure 602.2.3 Wheelchair Drinking

Fountain Spout Height and Location

-4 m ax

-4 m ax

Figure 602.3.2 Standing use Drinking Fountain Spout Height and Location

Figure 602.3.3 Drinking Fountain

Spout Location m ax m ax

Children Adults

5" max (602.2.4)

15" min for Adults

D R

IN

K

IN

G

F O

U N

T A

IN

S

Figure 609.2.2 Grab Bar Non-Circular Cross Section

4" - 4.8" perimeter

2" m ax 2" max

(a) (b)

Figure 607.2 Clearance for Bathtubs

Figure 607.4.1 Grab Bars for Bathtubs with

Permanent Seats

Figure 607.4.2 Grab Bars for Bathtubs with Removable In-Tub Seats

Figure 607.5 Bathtub Control

Location

Figure 610.2 Bathtub Seats back wall head end wallcontrol end wall back wall head end wall control end wall

(b) plan back wall head end wall control end wall back wall head end wall control end wall

(a) removable in-tub seat

(b) permanent seat control end wall

(a) Removable In-Tub seat

(b) Permanent seat

(a) elevation

(b) plan

Length of Bathtub m in

Length of Bathtub 12" min m in

(a) elevation

8"

0"

15" max12" max m in

8"

0" m in

24" min

12" max 24" max m in

15" min15" - 16"

Figure 608.3.1 Grab Bars for Transfer-

Type Showers

Figure 608.3.2 Grab Bars for Standard Roll-In Type Showers

Figure 608.3.3 Grab Bars for Alternate Roll-In Type Showers seat wall control wall back wall back wall side wall side wall back wall back wall front wall side wall side wall side wall side wall

(b) with seat

Figure 608.2.1.2(B) Transfer-Type Shower Compartment Clearances

New Buildings- Option 2 seat wall control wall back wall

52" max m ax

4" max

Figure 608.2.1.2(C) Transfer-Type Shower Compartment Clearances

Existing Buildings- Option 2 seat wall control wall back wall m ax

48" max

18"

4" M ax

6" m ax

6" m ax

6" max 6" max

6" max6" max

6" m ax

Figure 608.5.1 Transfer-Type Shower Compartment Control

Location

Figure 608.5.2 Standard Roll-In Type Shower Compartment

Control Location

Figure 608.5.3 Alternate Roll-In Type Shower Compartment Control Location

Figure 609.3 Spacing of Grab Bars side wall back wall can be located on any wall of shower

(a) without seat

(b) with seat

(a) projecting objects

(b) recessed objects side wall back wall

(a) with seat

(elevation)

(b) with seat

(elevation)

(d) with seat

(plan)

(c) without seat

(plan) side wall side wall side wall side wall back wallback wall front wall front wall

15" max m in m ax m ax m ax

Figure 610.3 Extent of Seat

Figure 610.3.1 Rectangular Shower Seat

Figure 610.3.2 L-Shaped Shower Seat seat wall seat wall

(a) size

(b) distance from wall seat wall

(a) rectangular

(b) L-shaped compartment entry compartment entry

15" max m in

1/

2" m ax

3" m ax

3" m ax

(a) without seat

2 1/2" max

15" - 16"

1/

2" m ax

2 1/2" max15" - 16"

22" - 23"

1/

2" m ax m in m ax

27" max m in m ax m in

6" m ax

6" max

" T U

B S

A N

D S

H O

W E

R S

27" MAX

Sanitary Napkin Disposal

Sanitary Napkin Dispenser m ax

Soap Dispenser

Paper Towel Dispenser

T .O

. d is p en se r

O P

G m ax

Baby Changing Station to B

.O m in to h ig h es t p ar t m ax

LINE OF WALL

Coat/Robe Hook

4' -0

A

C C

5' -4

T

Y P

Door Viewer

3' -7

A

C C

5' -0

T

Y P

Mirror Height to g la ss

Fire Extinguisher Cabinet m ax t o t h e h an d le m ax

Fire Extinguisher to t h e h an d le m ax

Hand Dryer

Trash Receptacle m ax w o rk s u rf ac e o f w o rk s u rf ac e

T .O

. o p er ab le p o rt io n m ax

Toilet Seat Cover Dispensed

M O

U N

T

IN

G H

E

IG

H T

S

NOTE: MOUNTING HEIGHT OF OPERABLE PARTS OF ANY ACCESSORIES SHALL NOT EXCEED 48".

1. ALL CONSTRUCTION & RENOVATION SHALL MEET THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARD (ABAAS).

2. SUPPLEMENTAL TO THE (ABAAS), CONSTRUCTION & RENOVATION IN HEALTH FACILITIES OF

THE DEPARTMENT OF VETERAN AFFAIRS (VA) SHALL COMPLY WITH THE VA BARRIER FREE

DESIGN STANDARD: A SUPPLEMENT TO THE ARCHITECTURAL BARRIERS ACT

ACCESSIBILITY STANDARDS (PG-18-13).

GENERAL NOTES

OVERRIDE BY VA BARRIER FREE

DESIGN STANDARD

MINIMUM REQUIREMENTS

• SITES - PARKING SPACES ACCESSIBLE 1% GREATER THAN ABAAS

• SPINAL CORD INJURY/DISORDER (SCI/D) FACILITIES: 0.2 ACCESSIBLE SPACES PER

INPATIENT BED; 0.5 PER LONG-TERM CARE BED; 5.6 PER OUTPATIENT EXAM ROOM.

DEDICATED FOR SCI/D PATIENTS

• HOSPITAL OUTPATIENT FACILITIES 10% OF TOTAL SPACES

• REHABILITATION AND OUTPATIENT

PHYSICAL THERAPY FACILITIES 20% OF TOTAL SPACES

• BUILDING-ACCESSIBLE SEATING, ASSEMBLY AREAS 1% GREATER THAN ABAAS

ACCESSIBLE ROUTE

• WIDTH, MIN. PATIENT CARE AREAS 6'-0"

• WIDTH, MIN. ADMINISTRATIVE AREA 5'-0"

• SLOPE, MAXIMUM (INCLUDING PARKING SPACES) 1:50 (2%)

• MINIMUM GRADIENT OF WALK REQUIRING REST

AREAS EVERY 200' 1:50 (2%)

• TURNING RADIUS 5'-6"

• TURNING RADIUS, BARIATRIC 6'-0"

• T-SHAPED TURNING SPACE 5'-6" x 5'-6"

• T-SHAPED TURNING SPACE, BARIATRIC 6'-0" x 6'-0"

FLOOR SURFACES

• CHANGES IN LEVEL NOT PERMITTED ON SCI FLOORS

• CARPET CUSHION OR PADDING NOT PERMITTED

PARKING & PASSENGER LOADING ZONES

• ACCESS AISLE REQUIREMENT FOR ACCESSIBLE

PARKING SPACES 5'-0" EACH SIDE

• PASSENGER LOADING AREA

"COMMUNICATION SYSTEM" FOR ASSISTANCE AT SCI UNITS YES

CURB RAMPS

• WIDTH, MINIMUM 4'-0"

RAMPS

• MAXIMUM SLOPE 1:20

• MAXIMUM LENGTH, WITHIN RANGE OF 1:33 - 1:26 40'

• MAXIMUM LENGTH, WITHIN RANGE OF 1:25 - 1:20 35'

• MINIMUM CLEAR WIDTH 4'-0"

• MINIMUM SIZE LEVEL LANDING,

WHERE DOORS SWING INTO LANDING 6'-0" X 6'-0"

STAIRS

• HANDRAIL HEIGHT 34"

ELEVATOR (PASSENGER)

• MINIMUM WIDTH OF ELEVATOR DOORS 4'-0"

• MINIMUM CAR SIZE 8'-0" X 6'-2" PLATFORM SIZE

• DOUBLE SET OF HANDRAILS YES

WINDOWS

• SILL HEIGHT IN PATIENT BEDROOMS 24" MAXIMUM

DOORS & DOORWAYS

• PATIENT CARE DELIVERY AREAS WITH PATIENT BED,

STRETCHER OR GURNEY ACCESS, MINIMUM WIDTH 4'-0"

WATER CLOSETS - INPATIENT NURSING UNITS

• GRAB BAR CONFIGURATION: DOUBLE SWING-UP BARS FOR ALL PATIENT TOILETS/SHOWER

ROOMS ON NURSING UNITS.

TOILET STALLS

• MINIMUM ACCESSIBLE STALL SIZE 5'-6" X 6'-0"

• MINIMUM SIZE WHEELCHAIR "FRONT-TRANSFER" STALL 3'-6" X 6'-0"

• GRAB BARS REQUIRED IN ALL STALLS

SHOWER STALLS (PATIENT)

• MINIMUM STALL DIMENSIONS 4'-0" X 4'-0"

• GRAB BARS HORIZONTAL PLUS VERTICAL BARS

TOILET ROOMS

• INPATIENT BEDROOM TOILET ROOMS,

MINIMUM WIDTH OF TOILET ROOM ENTRANCE DOORS 48"

CAFETERIAS

• KNEE CLEARANCE, FOR MINIMUM 5% TABLES 2'-3" & 2'-5" FOR AT LEAST 5%

• CUTLERY AND SUPPLY HEIGHT 40" - 48"

HEALTH CARE FACILITIES

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF PATIENT BEDROOMS ACCESSIBLE 100%

• MEDICAL/SURGICAL NURSING UNITS,

PERCENT OF TOILET ROOMS ACCESSIBLE 100%

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

GI003

ABAAS SHEET

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

FINAL BID DOCUMENTS

JSJIEP

JT

JT

JT

FE

FEC

FEC

FEC

F E

F E

C

FEC

JT

JT

JT

JT

JT

JT

FEC

JT

JT

JT

CODE NOTES

1. DRAWING PURPOSE: RENOVATION

2. FACILITY REVIEWED FOR COMPLIANCE WITH THE FOLLOWING

CODES:

2021 NFPA 101 LIFE SAFETY CODE

2021 INTERNATIONAL BUILDING CODE

2021 NATIONAL ELECTRICAL CODE

2021 INTERNATIONAL MECHANICAL CODE

2021 INTERNATIONAL PLUMBING CODE

2021 INTERNATIONAL FIRE CODE

2010 ARCHITECTURAL BARRIERS ACT (ABA)

3. OWNER:

HARRY S TRUMAN MEMORIAL HOSPITAL

800 HOSPITAL DR

COLUMBIA, MO 65201

PH (573) 814-6000

4. DATE DEVELOPED: SEE DATE IN TITLE BLOCK

6. ARCHITECTS SEAL: SEE STAMP IN TITLE BLOCK

7. FIRE SERVICE: CITY OF COLUMBIA FIRE DEPARTMENT

8. INSPECTION: VISN 15 SAFETY OFFICER

9. OCCUPANCY GROUP TYPE:

5. ARCHITECT:

STONE GROUP ARCHITECTS

600 EAST 7TH STREET

SIOUX FALLS, SD 57103

PH (605) 271-1144

RENOVATION: EXISTING AMBULATORY HEALTHCARE (NFPA); I-2 (IBC)

10. CONSTRUCTION TYPE: NFPA TYPE II (222)

11. HEIGHT & AREA LIMITATIONS:

ALLOWABLE AREA: UNLIMITED

HEALTH CARE OCCUPANCY (MOST RESTRICTIVE IN BUILDING)

ALLOWABLE HEIGHT /

STORIES

4 OR MORE

ACTUAL HEIGHT / STORIES 7 OCCUPIABLE STORIES

(UNCHANGED)

13. MINIMUM CONSTRUCTION REQUIREMENTS (NFPA 220-TABLE 4.1.1):

CONSTRUCTION

EXISTING AMBULATORY HEALTHCARE

BEARING WALLS:

A. EXTERIOR

B. INTERIOR

C. INT/EXT (ROOF ONLY)

TYPE II

(222)

2 HR

2 HR

1 HR

NON-BEARING WALLS:

A. EXTERIOR

B. INTERIOR

0 HR

NON-

COMBUSTIBLE

COLUMNS:

A. SUPPORT FLOORS

B. SUPPORT ROOF ONLY

2 HR

1 HR

BEAMS/GIRDERS/TRUSSES:

A. EXTERIOR:

B. INTERIOR:

2 HR

1 HR

FLOOR CONSTRUCTION: 2 HR

ROOF CONSTRUCTION: 1 HR

NOTE: ENTIRE FACILITY IS FULLY SPRINKLED

14. ACTIVE FIRE SAFETY FEATURES:

(A) AUTOMATIC SUPPRESSION SYSTEMS:

- SPRINKLER SYSTEM (FULLY SPRINKLED)

- AUTOMATIC AIR-HANDLING SHUT-DOWN

(B) FIRE ALARM SYSTEM - SIMPLEX, ADDRESSABLE, AUTO DIAL-UP

(C) GENERATOR POWERED EMERGENCY LIGHTING, GENERATOR

POWERED EXIT LIGHTING.

(D) SMOKE DETECTORS AT ALL CORRIDORS, ALL SMOKE DOORS AND

MISC AREAS AS REQ'D (ALSO IN SOME DUCTS)

(E) PORTABLE EXTINGUISHERS

15. WATER SUPPLY: CITY OF COLUMBIA, MO/UMC (SECONDARY)

16. SEWAGE TREATMENT: CITY OF COLUMBIA, MO

17. ACCESSIBILITY PROVISIONS (VA STANDARDS): ACCESSIBLE ROUTE,

TOILETS, LAVATORIES, SIGNAGE.

18. STORM SEWER: UMC/CITY OF COLUMBIA, MO

12. MEANS OF EGRESS (NFPA 19.2):

DEAD-END CORRIDORS:

COMMON PATH OF TRAVEL:

EXIT ACCESS TRAVEL DISTANCE:

30' MAX

100' MAX

200' MAX

LEGEND

BUILDING & LIFE SAFETY REQUIREMENTS

DESCRIPTION

WALL

RATING

NEW

PARTITION KEY NFPA 101-2021

OPENINGS DAMPERS

RATING RFRNC. TYPE RFRNC.

BUILDING SEPARATION:

FIRE BARRIER

90 MIN

OCCUPANCY/AREA SEPARATION

FIRE BARRIER

2 HR

90 MIN

HORIZONTAL EXIT (& REFUGE AREA)

FIRE BARRIER

90 MIN

VERT. OPG. (EXIT ENCLSR/SHAFT)

FIRE BARRIER

(2 HR = 4 OR MORE STORIES)

(1 HR = LESS THAN 4 STORIES)1 HR

2 HR

60 MIN

90 MIN

HAZ./INCIDENTAL USE

FIRE BARRIER

45 MIN

HAZ./INCIDENTAL USE

SMOKE PARTITIONS

(SPRINKLERED)

NR-

RESIST

SMK

NR

SELF OR AUTO

CLOSING

SUBDIVIDING SPACES

SMOKE BARRIER (I-2 OCCUPANCY)

20 MIN

SUITE SEPARATION

SMOKE PARTITION

NR

*NR

SELF OR AUTO

CLOSING

EXIT ACCESS CORRIDORS (I-2)

SMOKE PARTITIONS (SPRINKLERED)

NR-

RESIST

SMK

NR

EXIT ACCESS CORRIDORS (B & AHC)

NON-RATED PARTITIONS

NR

NR

VERT. OPG. (SHAFT)

FIRE BARRIER 60 MIN

1 HR

2 HR

60 MIN

90 MINEXIT PASSAGEWAY (HORIZ.)

FIRE BARRIER

6.1.14.4.1

7.1.3.2

8.7.1.1

8.5

8.4.2

8.4.2

21.3.6

7.2.6

8.2.1.3

8.6

8.6

8.7.1.2

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3 8.7.1.1

8.3.3.2.2 TBL

19.3.7.8

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3

8.3.3.2.2 TBL

8.3

8.3.3.2.2. TBL

8.3

8.3.3.2.2TBL

8.7.1.2

8.3.3.2.2 TBL

8.4

8.4.3

N/A

FIRE

90 MIN

FIRE

90 MIN

FIRE

90 MIN

NOT

ALLOWED

UNLESS

SERVING

STAIR

ONLY

N/A

VARIES

SMOKE

90 MIN

VARIES

VARIES

NONE

N/A

NOT

ALLOWED

8.3.4.8 9.2.1

8.3.4.8 9.2.1

8.3.4.8 9.2.1

N/A

8.5.5.3

8.6.4

N/A

N/A

8.4.4

8.4.4 8.4.6.2

8.4.4 8.4.6.2

N/A

8.3.3.2.2 TBL

8.3

1 HR

1 HR

2 HR

SYMBOLS

NO. OCC. EXITING

(SMALLER ROOMS)

MAXIMUM OCCUPANCY

AREA

OCC. LOAD

FACTOR

REQ'D. EXIT WIDTH

NO. OF OCC. EXITING

ACTUAL EXIT

WIDTH

NO. OF OCC./

NO. OF EXITS

1:50

10/1

2"

34"

FEC

STARTING

LOCATION

TRAVEL DISTANCE

TRAVEL PATH

FIRE EXTINGUISHER CABINET

NOTES

[A] DAMPERS ARE NOT REQUIRED IN DUCT PENETRATIONS OF

SMOKE BARRIERS WHERE HVAC SYSTEMS ARE FULLY DUCTED.

(NFPA 101-18.3.7.3(2))

[B] AIR TRANSFER OPENINGS IN SMOKE PARTITIONS SHALL

HAVE DAMPERS. (NFPA 101-8.2.4.4.3) (IBC 710.7)

[C] SMOKE DAMPERS ARE NOT REQUIRED WHERE OPENINGS IN

DUCT ARE LIMITED TO A SINGLE SMOKE COMPARTMENT &

DUCTS ARE MADE OF STEEL. (IBC 716.5.5)

[D] TRANSFER GRILLES ARE NOT ALLOWED IN CORRIDOR

WALLS OR DOORS WITHOUT EXCEPTION. (NFPA 101-18.3.6.4.1)

XX = ##

TD: EXIST TRAVEL DISTANCE

CP: COMMON PATH OF TRAVEL

FIRST FLOOR KEY PLAN

N

1:50

NAVIGATOR

SWAMP

D150

TLT.

D150A

TLT.

C177A

EXAM #1

C101A

EXAM #3

C101C

EXAM #5

C101E

TLT.

C181

MSA

C178

WAITING

C177

EXAM #2

C101BEXAM #4

C101D

CLEAN UTILITY

C179

EXAM #6

C101F

NAVIGATOR

C183TLT.

C180

TLT.

C182

URO

PROCEDURE

C186

STOR.

C185

PROVIDER

SWAMP

C187

SOILED

C188

TLT.

C189

URO

PROCEDURE

C184

1:50

1:150

1:150

1:150130

1:150115

1:50

1:150

1:50

1:50

1:150

1:150 EXAM #7

C101G

1:150

1:150

1:150

1:15

TD = 149'-11"

TD = 80'-5"

48/1

9.6"

84"

R 75' - 0"

R 75' - 0"

420 MAX

420/1

84"

84"

C P

4' -6

C P

3' -1

0"

C192

C191

C105

C103 C102

C1C2

D151

C1C2 C1C1

#6

D100A

C1D9 C1C9

C108

C1D1

C1D5

C137C125C126C127 C128

C133

C133

C124

C123

C134

C135

C136

B168

B169

B121

B120 B122 B123

C175C174

C171C170C168

C1C15

C176

C173C172C167

C146A

#5

#4

#3 #2 #1

D101A

D101

D149 D101B

D102

D102G D103

A166

A157

D152

D155D179D180

C1C22 D191

D191A

D189E

D192

D193C

D193

C142AC142C140AC140C139C138C137

C107

C1C6

C1B5

C1B3

C156A

C176

D102B

D102H

D102A

D129

C1D4A

D128

D127

D159A

D159B

D158

D157

D159

D194

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

GI104

LIFE SAFETY PLAN - 1ST FLOOR

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

FINAL BID DOCUMENTS

JSJIEP

N

1/8" = 1'-0" D2

LIFE SAFETY PLAN - 1ST FLOOR

0' 4'-0" 8'-0" 16'-0"

FEC

FEC

FEC

PHASING LEGEND

AFFECTED AREA

NOTES:

1. TEMPORARY CONSTRUCTION BARRIERS SHALL BE MIN. 1 HOUR RATED FIRE BARRIER

ASSEMBLY.

2. ALL CEILINGS DISTURBED DURING AFTER-HOURS ABOVE CEILING WORK SHALL BE RE-

INSTALLED, CLEANED UP AND OPERATIONAL PRIOR TO END OF EACH WORK SHIFT.

3. ALL OPENINGS THROUGH CONCRETE FLOORS (RATED), MUST BE FIRESTOPPED OR

INFILLLED PRIOR TO END OF EACH WORK SHIFT.

TEMPORARY CONSTRUCTION BARRIER

EXISTING AREA

AFTER-HOURS AFFECTED AREA

5PM-6AM PLUS WEEKENDS & HOLIDAYS ONLY

TEMPORARY UPGRADE OF EXISTING WALL TO 1-HR RATED FIRE BARRIER

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

FIRST FLOOR KEY PLAN

N

SOILED UTIL

TLT

URO

PROCEDURE TLT. DR. DICT. IT

TLT TLT

R E

C E

P T

WAITING

EXAM EXAM

EXAM

EXAM

MSA

EXAM

INSTRUMENT

PREP

URO

PROCEDURE

RM

EQUIP STOR

EQUIP STOR

S O

IL

E

D U

T

IL

ELECTRICAL

ELEV

TLT

TLT

ELEC.

CLOSET

P R

O C

E D

U R

E R

M

P

R O

C E

D U

R E

R M

1.04

M

IN

MIN.

6' - 0"

1.04

1.06

1.20

TLT.

M

IN

1.04

M

IN

1.04

1.05 1.06

M

IN

1.08

1.081.07

IT

TLT TLT

ELECTRICAL

ELEV

ELEC.

CLOSET

P R

O C

E D

U R

E R

M

P

R O

C E

D U

R E

R M

TLT

TLT.

NAVIGATOR

SWAMP

TLT.

EXAM #1EXAM #3EXAM #5

WAITING

MSACLEAN

UTILITY

EXAM #2EXAM #4EXAM #6NAVIGATOR

EXAM #7TLT.

TLT.

URO

PROCEDURE

URO

PROCEDURE

SOILED

STOR.

PROVIDER

SWAMP

IT

TLT TLT

ELECTRICAL

ELEV

ELEC.

CLOSET

P R

O C

E D

U R

E R

M

P

R O

C E

D U

R E

R M

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

GI110

PHASING PLANS - 1ST FLOOR

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

FINAL BID DOCUMENTS

JSJIEP

KEYNOTES

KEY VALUE KEYNOTE TEXT

1.04 MAINTAIN 6 FT MIN. CLEAR CORRIDOR FOR THE ENTIRE LENGTH OF

CONSTRUCTION.

1.05 MAINTAIN ACCESS FOR SINK FROM PROCEDURE RM #1 FOR THE ENTIRE LENGTH

OF CONSTRUCTION.

1.06 THIS BATHROOM SHALL BE COMPLETED AND FULLY FUNCTIONAL BEFORE PHASE

2 CAN BE INITIATED.

1.07 PHASE 2.1: THIS SECTION OF CONSTRUCTION BARRIER SHALL BE INSTALLED AND

COMPLETED FIRST.

1.08 PHASE 2.2: THIS SECTION OF CONSTRUCTION BARRIER CAN BE INSTALLED ONLY

AFTER COMPLETION AND REMOVAL OF PHASE 2.1 CONSTRUCTION BARRIERS.

THIS IS TO PROVIDE EMERGENCY ACCESS WITH HOSPITAL BED FROM THE CATH

LAB TO OR.

1.20 THIS AREA CAN BE OCCUPIED BY CONTRACTOR IN BOTH PHASE 1 & 2.

0' 5'-4" 10'-8" 21'-4"

N

0' 5'-4" 10'-8" 21'-4"

N

3/32" = 1'-0" B4

PHASING PLAN - 1ST FLOOR - PHASE 1

3/32" = 1'-0" C4

PHASING PLAN - 1ST FLOOR - PHASE 2

0' 5'-4" 10'-8" 21'-4"

N

3/32" = 1'-0" D4

PHASING PLAN - 1ST FLOOR - PHASE 3

F

IE

LD

V

E R

IF

Y

ROUGHEN HOLE AND CONCRETE

SIDE TO SLOPE SHOWN

APPLY SIKADUR 32

HI-MOD TO SURFACE

TO RECEIVE CONCRETE

NEW CONC SLAB

(E) CONC SLAB

NOTES:

FOR OPENINGS GREATER THAN 8" IN ANY

DIMENSION, CONTACT E.O.R. FOR REINFORCING

REQUIREMENTS PRIOR TO PLACEMENT.

Q P Nb Ma M L K J

21' - 7" 19' - 9 1/2" 2' - 2" 21' - 2 1/2" 21' - 7" 21' - 8" 21' - 8"

FIRST FLOOR KEY PLAN

N

SCOPE OF WORK

(E) CONC COL

NOTES:

1. NO REINFORCEMENT MAY BE CUT. PRIOR TO DRILLING

ANY HOLES IN THE SLAB, THE REINFORCING MUST BE

LOCATED BY GROUND PENETRATING RADAR (GPR), X-RAY,

OR OTHER MEANS.

2. SUMMATION OF LENGTHS A, B, C, ETC PROJECTED

ALONG COLUMN FACE SHALL NOT EXCEED THE

VALUES NOTED BELOW.

INTERIOR COLUMN: 16"

EXTERIOR COLUMN: 12"

RE-ENTRANT CORNER COL:12"

CORNER COLUMN: 8"

3. FOR ADDITIONAL SLEEVE / HOLE OPENING

REQUIREMENTS

C

B

A

NOTES:

1. D = OUTSIDE DIAMETER OF SLEEVE.

2. FOR INDIVIDUAL SLEEVE SPACED AT LEAST 2D APART (D OF LARGER SLEEVE) REFER TO DETAIL 'A'.

3. ALL SLAB PENETRATIONS SHALL BE APPROVED BY THE EOR.

DETAIL 'A'

INDIVIDUAL SLEEVE

D 2D

M A

X C

LE

A

R 6"

M

IN

NEW PENETRATION

REF MEP DRAWINGS

DEMO LEGEND - FLOOR PENETRATIONS

EXISTING PIPE PENETRATION

TO BE INFILLED (SEE 2 / S-100)

NEW PIPE PENETRATION

& (SEE 4 / S-100)(SEE 3 / S-100)

GENERAL STRUCTURAL NOTES

1 DESIGN CRITERIA:

1.1 BUILDING CODES USED FOR DESIGN:

1.1.1 IBC 2018 with state amendments.

1.2 STRUCTURAL TESTS AND SPECIAL INSPECTIONS:

1.2.1 Special inspections shall be performed by an independent testing agency according to IBC Chapter 17.

1.2.2 Qualifications of special inspectors and frequency of tests and inspections shall be as defined in CASE 962C - Guideline for International Building

Code-Mandated Special Inspections and Tests and Quality Assurance.

1.3 FUTURE CONSTRUCTION:

1.3.1 VERTICAL: None.

1.3.2 HORIZONTAL: None.

1.4 DESIGN LOADS:

1.4.1 Risk Category:

From IBC Table 1604.5

Risk Category . . . . . . . . . . . . IV

1.4.2 DESIGN LIVE LOADS:

First Floor . . . . . . . . . . . . . . 150 PSF

2 DESIGN STRENGTHS:

2.1 CONCRETE:

2.1.1 All concrete shall be stone aggregate unless noted. See Specifications for additional durability requirements.

2.1.2 Minimum concrete 28-day compressive strength shall be as follows:

Class f'c Type Add'l Location

(PSI) Remarks

A 3000 NWT Slab Infill

2.2 CONCRETE REINFORCEMENT:

Carbon Fiber Reinforced Polymer: . . . . . . Fu = 181 KSI

3 CONCRETE:

3.1 REFERENCES:

ACI 315 ACI Detailing Manual

ACI 318 Building Code Requirements for Reinforced Concrete

CRSI MSP Manual of Standard Practice

4 MISCELLANEOUS:

4.1 DEFERRED STRUCTURAL SUBMITTALS

4.1.1 The design and documentation of some components defined using performance-based specifications may be deferred until after a building permit is obtained.

4.1.2 Deferred submittals include, but are not limited to, the items listed below.

4.1.3 For the following deferred submittals, the Contractor shall submit shop drawings and calculations signed and stamped by a professional engineer registered in the state where components are installed. These shall be submitted for review prior to fabrication.

Carbon Fiber Reinforced Polymer (Only required if rebar in slab is cut)

4.1.4 In addition to the deferred submittals listed above, the Contractor shall engage a professional engineer registered in the state where the project is located for the design of any necessary shoring, bracing, underpinning, or any other portion of the Contractor’s means & methods which could impact existing structure.

Contractor shall submit certified calculations and shop drawings for review upon request.

4.2 NON LOAD BEARING PARTITION WALLS:

4.2.1 Non load bearing partition walls are generally not shown on the structural drawings. Care shall be taken by the Contractor to maintain a deflection space between the top of partition walls and floor or roof structure above.

4.2.2 See Typical Details and deflection requirements of horizontal framing members in Section 1 of these Notes for minimum deflection space between top of non load bearing partition walls and overhead structure.

4.3 VERIFICATIONS:

4.3.1 The General Contractor shall verify all openings sizes, pad sizes, and locations with the respective Subcontractors.

4.4 CORE DRILLING:

4.4.1 All core drilling shall be done by the Mechanical and Electrical Subcontractors for their own work under the supervision of the General Contractor. No reinforcing steel shall be cut. Verify location of reinforcing steel before core drilling. Do not core through beams or columns. The maximum core hole through slabs shall be 12". If these requirements cannot be met, contact the Engineer.

4.5 NEW WORK IN CONJUNCTION WITH EXISTING CONSTRUCTION:

4.5.1 VERIFICATION: The Contractor shall verify, by field check, all sizes, dimensions, elevations, locations, etc. of elements of the existing construction which are relative to the new construction.

4.5.2 DIMENSIONS: All dimensions involving new Work tying into or governed by existing construction shall be field checked by the Contractor and furnished to the

Subcontractors prior to fabrication of any Work. The verified dimensions shall appear and be noted as such on the first shop drawing submitted.

4.5.3 ASSUMPTIONS: The Engineer has made assumptions concerning the soundness of the existing buildings and these assumptions are that this building was designed and constructed in conformity with good design and construction practices. The

Contractor shall take extraordinary precautions concerning preservation of the building during demolition and new construction Work. Further, the Contractor shall agree to assume all responsibility for the preservation of this property.

4.5.4 NOTIFICATION: The Contractor shall notify the Architect/Engineer immediately of any discrepancies between construction documents and actual field conditions.

4.5.5 HOLES: All holes through existing construction shall be core drilled or saw cut.

4.5.6 NEW OPENINGS IN EXISTING SLABS: New openings in existing slabs shall be cut in such a manner as to minimize cutting existing slab reinforcement. The slab shall not be overcut unless approved by the Engineer.

4.6 GENERAL:

4.6.1 These drawings do not include necessary components for construction safety.

4.6.2 The structural design is based only on the building in its completed state.

Contractors and their subs shall take whatever precautions are necessary to withstand all horizontal and vertical loadings that may be encountered during the construction prior to completion of the building.

4.6.3 During construction, the Contractor may encounter existing conditions which are not now known or are at variance with project documentation (Discovery). Such conditions may interfere with new construction or required protection and/or support of existing Work during construction, or may consist of damage or deterioration to structural materials or components which could jeopardize the structural integrity of the building(s).

4.6.4 The Contractor shall notify the Engineer of all Discoveries that the Contractor believes may interfere with proper execution of the Work or jeopardize the structural integrity of the building(s) prior to proceeding with Work related to such Discoveries.

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10 o n e e ig h th in c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s in c h o n e f o o t o n e h a lf in c h o n e f o o t th re e q u a rt e rs in c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf in c h e s o n e f o o t th re e in c h e s o n e f o o t

589A4-23-050

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

CONSULTANTS:

600 EAST 7TH STEET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570 Department of

Veterans Affairs

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

A u to d e s k D o c s /2

-1

V A

U ro lo g y

C o lu m b ia

M O

/S

V A

U ro lo g y

C o lu m b ia M

O .r v t

/2

/2

:2

:3

P

M

S-100

FLOOR PLAN - 1ST FLOOR

FINAL BID DOCUMENTS

CSF CJB03-22-2024

3/4" = 1'-0"S-100

2 EXISTING OPENING INFILL DETAIL

1/4" = 1'-0"S-100

1 FLOOR PLAN - 1ST FLOOR

1" = 1'-0"S-100

3 CONCRETE - OPENING LAYOUT DIAGRAM AT COLUMN

1" = 1'-0"S-100

4 CONCRETE - VERTICAL SLEEVE THRU (E) SLAB

INFORMATION ON THIS PLAN REGARDING EXISTING STRUCTURE

WAS TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS.

ACTUAL FIELD CONDITION MAY VARY FROM WHAT IS SHOWN.

ALL DIMENSIONS, ELEVATIONS AND CONDITIONS OF EXISTING

STRUCTURE TO BE FIELD VERIFIED PRIOR TO FABRICATION.

NORTH

Revision # Description Date: 3-22-2024

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS AS REQUIRED TO RETURN THEM TO THEIR ORIGINAL CONDITION.

C. VERIFY EXTENT OF DEMOLITION WORK WITH INFORMATION SHOWN IN THE DRAWINGS AND

WORK THAT IS NOT SHOWN AND MAY BE REQUIRED TO COMPLETE THE INTENDED WORK.

D. ALL WORK SHALL COMPLY WITH REQUIRED LOCAL CODES. CONTRACTOR IS RESPONSIBLE

FOR OBTAINING REQUIRED PERMITS AND INSPECTIONS FOR ALL WORK ASSOCIATED WITH

THIS CONTRACT.

E. CONTRACTOR SHALL REPAIR ALL DISTURBED AREAS AS REQUIRED TO MATCH

SURROUNDING EXISTING FINISHES NOT DISTURBED.

F. TYPES OF FLOOR, WALL, AND CEILING FINISHES INDICATED FOR REMOVAL BY DEMOLITION

NOTES ARE FOR GENERAL INFORMATION ONLY FROM INFORMATION OBTAINED FROM

EXISTING PLANS AND OBSERVATIONS. CONTRACTOR SHALL FIELD VERIFY MATERIAL TYPES

ON SITE PRIOR TO BID AND INCLUDE NECESSARY WORK IN HIS BID.

G. ALL APPLIANCES, FURNITURE, AND EQUIPMENT TO REMAIN THE PROPERTY OF THE

OWNER - CONTRACTOR TO COORDINATE REMOVAL, RELOCATION AND STORAGE OF

EQUIPMENT FROM DEMO AREAS WITH OWNER.

H. MISCELLANEOUS FLOOR PENETRATIONS AND DEMO FOR NEW MECHANICAL AND

ELECTRICAL WORK SHALL BE COORDINATED FROM ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL PLANS.

I. REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DEMO PLANS FOR DEMOLITION,

SALVAGE AND RE-USE OF EXISTING ITEMS.

J. ELEMENTS INDICATED WITH A DASHED LINE ARE TO BE DEMOLISHED AND DISPOSED OF AS

A PART OF THIS PROJECT, UNLESS NOTED OTHERWISE.

K. IN EXISTING AREAS, RENOVATION AND DEMOLITION WORK SHALL BE ACCOMPLISHED WITH

MINIMAL DISRUPTION TO OPERATIONS. IF REQUIRED, THE OWNER RESERVES THE RIGHT TO

TEMPORARILY STOP WORK OF SPECIFIC CONSTRUCTION OPERATIONS SHOULD THE

OWNER IDENTIFY AN EMERGENCY OR DANGER EXISTS TO THE WELFARE OF THE

OCCUPANTS ON ACCOUNT OF SUCH WORK OR OPERATIONS.

L. CONTRACTOR SHALL REMOVE AND DISPOSE OF IN A LEGAL MANNER ALL MATERIAL NOT

SCHEDULED FOR REUSE UNDER THIS PROJECT.

M. IN ALL WALLS AND CEILINGS THAT ARE TO BE REMOVED THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DISCONNECTING AT SOURCE AND REMOVING ELECTRICAL, PLUMBING,

GAS LINES AND MECHANICAL DUCTWORK THAT ARE NOT SCHEDULED FOR REUSE BACK TO

MAIN OR JUNCTION BOX. CONTRACTOR SHALL REROUTE AND CONTINUE ANY SYSTEM THAT

MUST BE RETAINED FOR NEW CONSTRUCTION. CONTRACTOR SHALL REROUTE AND KEEP

OPERATIONAL ALL SYSTEMS SERVING SPACES IN THE SURROUNDING AREAS TO THE

PROJECT.

N. ALL ELECTRICAL CIRCUITS FOR EQUIPMENT THAT ARE TO BE REMOVED SHALL BE

DISCONNECTED AT SOURCE AND REMOVED BACK TO PANEL.

O. ALL PIPING GAS, WATER SUPPLY, VENT, DRAIN LINES, ETC. SUPPLYING EQUIPMENT THAT

ARE TO BE REMOVED SHALL BE DISCONNECTED, REMOVED AND CAPPED ABOVE CEILING

OR BELOW FLOOR. CONTRACTOR SHALL REROUTE AS NECESSARY, TO BE BEHIND NEW

CONSTRUCTION. PATCH FLOOR BACK PRIOR TO TOPPING.

P. ALL SLAB PENETRATIONS NEED TO BE PROPERLY FILLED TO PREVENT IMPERFECTIONS.

Q. RETURN ALL SIGNAGE AFFECTED BY CONSTRUCTION TO OWNER.

R. SECURITY CAMERAS TO BE FUNCTIONAL AT ALL TIMES DURING CONSTRUCTION.

S. ALL UTILITY PENETRATIONS TO MATCH THE HOST WALL FIRE RATING AT ALL TIME.

T. PATCH FLOOR AT REMOVED WALLS AND CASEWORK, PREPARE FLOOR TO REVEIVE NEW

FLOORING AS REQUIRED.

U. ALL HOLES IN EXISTING SLAB LEFT FROM REMOVAL OF FIXTURES TO RECEIVE INFILL PER

STRUCTURAL DETAILS ON S-100.

V. REMOVE ALL STAINLESS STEEL CORNER GUARDS CAREFULLY AND RETURN TO OWNER.

W. REMOVE ALL PLUMBING FIXTURES AND EQUIPMENT WITHIN ROOMS SCHEDULED TO BE

DEMOLISHED, SEE MEP PIPING DRAWINGS.

X. ANY ITEMS THAT CREATE NOISE, SMELLS, OR DISRUPTS OTHER AREAS OF THE HOSPITAL

WILL NEED TO BE PERFORMED ON 5PM-6AM, WEEKENDS, OR HOLIDAYS ONLY.

2.59

2.56 2.57

2.57

2.57

2.57

2.57

2.57 2.58

FIRST FLOOR KEY PLAN

N

C002

C002B C002A

CBD4

C001

C008

C009B

C009C

C009

C009E

C009GC009J

C009H

C009M C009J

CBC3B

C009I C009K C001

CBD6 CBD3

D0276 D025

D030

CBD5

D028 D029

D031

CBD7

C001

C009F

SCOPE OF WORK LEGEND

SHADED AREA NOT IN SCOPE OF WORK

DIAGONAL HATCH AREA INDICATES CONSTRUCTION WORK IN EXISTING

SPACES NOT VACATED AND THAT NEED TO REMAIN OPERATIONAL.

COORDINATION WITH COR IS NEEDED TO ACCOMPLISH WORK AFTER HOURS,

NIGHTS AND WEEKENDS.

A

2 3 4 5 6

B

C

D

1 2 3 4 5 6

A

B

C

D

VA FORM 08-6231

on e e ig ht h on e q ua rt er i nc h th re e e ig o ne f oo t on e h al f ne f oo t th re e q ua rt er s on e in ch on e h al f in ch es o ne f oo t th re e in ne f oo t

CONSULTANTS:

Drawing Title

Office of Construction and Facilities ManagementApproved: Project Director

Project Title

Location

Date Checked Drawn

Dwg.

Drawing Number

Building Number

Project Number

Department of Veterans Affairs

600 EAST 7TH STREET

SIOUX FALLS, SOUTH DAKOTA 57103

605.274.2893

ARCHITECT OF RECORD:

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

402.330.5900

2550 UNIVERSITY AVE. W., SUITE 423-S

ST. PAUL, MINNESOTA 55114

651.251.7570

330 N MEAD ST, SUITE 100

WICHITA, KANSAS 67202

316.262.2500

AD100

DEMOLITION RCP - BASEMENT -

ABOVE CEILING

RENOVATE & EXPAND

UROLOGY CLINIC

800 HOSPITAL DRIVE COLUMBIA, MO 65201

03-22-2024

589A4-23-050

FINAL BID DOCUMENTS

JSJIEP

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

N

1/4" = 1'-0" D3

DEMOLITION RCP - BASEMENT

KEYNOTES

KEY VALUE KEYNOTE TEXT

2.56 THIS ROOM IS UNDER CONSTRUCTION AT THE TIME OF DESIGN TO BECOME A COOLER. GC

TO PLAN FOR ACCESSING ABOVE THE COOLER AS NECESSARY FOR DEMO/INSTALL OF MEP

ELEMENTS (SEE MEP PLANS).

2.57 TEMPORARILY REMOVE EXISTING CEILING GRID AND TILES AS NECESSARY FOR

DEMO/INSTALL OF MEP ELEMENTS (SEE MEP PLANS); REINSTALL GRID AND TILE AND

REPAIR ANY DAMAGES THAT OCCURRED DURING CONSTRUCTION.

2.58 REMOVE EXISTING GYP CEILING AS NECESSARY FOR DEMO/INSTALL OF MEP ELEMENTS

(SEE MEP PLANS); REPLACE, PATCH AND PAINT CEILING WHERE AFFFECTED BY

CONSTRUCTION. ADD ACCESS PANELS AS REQUIRED TO SERVICE NEW MEP ELEMENTS.

2.59 THIS AREA WILL BE UNDER CONSTRUCTION ABOUT THE SAME TIME. GC TO COORDINATE

CLOSELY WITH VA AND OTHER GC FOR DEMO/INSTALL OF MEP ELEMENTS (SEE MEP

PLANS); REPLACE, PATCH AND PAINT CEILING WHERE AFFECTED BY CONSTRUCTION.

FEC

T T

T

GENERAL DEMOLITION NOTES

A. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO WORK BEGINNING. THE

CONTRACTOR IS RESPONSIBLE FOR INFORMING THE ARCHITECT OF ANY CONDITIONS THAT

DIFFER FROM THE INFORMATION INDICATED IN THE DRAWINGS.

B. PROTECT ALL EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN. REPAIR ANY

DAMAGED AREAS…