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VICINITY MAP - (COLUMBIA, MO)
TRUE
NORTH
PLAN
NORTH
VICINITY MAP - (HARRY S. TRUMAN MEMORIAL VETERANS' HOSPITAL)
TRUE
NORTH
PLAN
NORTH
PROJECT
LOCATION
COVER IMAGE
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
PRECAST CONCRETE
WALL PANEL TAG
XXX
AE-101
A-4 ALTERNATE TAG
PT-XX PAINT COLOR TAG
# PLAN NOTES &
ROOF PLAN NOTES
AE-201
AE-301
AE-310
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T (3
/8"
1' -0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T (1
/2"
1' -0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T
(3 /4"
1'
-0
6"
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
6"
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
6"
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
6"
32 4 5 61
MEP:
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5/2
5 5 :02
:55 P
M
GI000
COVER SHEET
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
HARRY S. TRUMAN MEMORIAL VETERANS' HOSPITAL
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
VA #589A4-24-103
06/25/2025
BID SET
SGA #231997
VA #589A4-24-103BID SET
SHEET INDEX - FEDERAL
01 - GENERAL INFORMATION
GI000 COVER SHEET
GI003 LIFE SAFETY CODE REVIEW
GI011 ACCESSIBILITY DETAILS
GI101 LIFE SAFETY PLAN - 1ST FLOOR
GI121 FACILITY PLAN
GI140 PHASING PLANS - BASEMENT FLOOR
GI141 PHASING PLANS - 1ST FLOOR
02 - HAZARDOUS MATERIALS
HA100 HAZARDOUS ASBESTOS PLAN - BASEMENT FLOOR
HA101 HAZARDOUS ASBESTOS PLAN - 1ST FLOOR
03 - STRUCTURAL
S000 DETAILS & PLANS
06 - ARCHITECTURAL DEMOLITION
AD100 DEMOLITION RCP - BASEMENT FLOOR - ABOVE CEILING
AD101 DEMOLITION PLAN - 1ST FLOOR
AD111 DEMOLITION RCP - 1ST FLOOR
07 - ARCHITECTURAL ELEMENTS
AE101 ARCHITECTURAL FLOOR PLAN - 1ST FLOOR
AE110 REFLECTED CEILING PLAN - BASEMENT FLOOR
AE111 REFLECTED CEILING PLAN - 1ST FLOOR
AE301 BUILDING SECTIONS
AE311 WALL SECTIONS
AE401 ENLARGED PLANS & ELEVATIONS
AE501 ARCHITECTURAL DETAILS
AE601 ARCHITECTURAL SCHEDULES & ASSEMBLIES
AE911 RENDERED IMAGES
08 - ARCHITECTURAL INTERIORS
AI101 FINISH PLAN & SCHEDULE - 1ST FLOOR
AI111 EQUIPMENT PLAN & SCHEDULE - 1ST FLOOR
AI121 WALL PROTECTION PLAN - 1ST FLOOR
AI131 SIGNAGE PLAN - 1ST FLOOR
AI401 INTERIOR ELEVATIONS
AI402 INTERIOR ELEVATIONS
AI511 CASEWORK DETAILS
09 - FIRE SUPPRESSION AND ALARM
FG101 FIRE SUPPRESSION SYMBOLS LEGEND AND GENERAL NOTES
FD101 FIRST FLOOR FIRE SUPPRESSION DEMOLITION PLAN
FA101 FIRST FLOOR FIRE ALARM PLAN
FX101 FIRST FLOOR FIRE SUPPRESSION PLAN
10 - PLUMBING
PD100 BASEMENT PLUMBING DEMOLITION PLAN
PD101 FIRST FLOOR PLUMBING DEMOLITION PLAN
PL100 BASEMENT PLUMBING PLAN
PL101 FIRST FLOOR PLUMBING PLAN
P-601 PLUMBING DIAGRAMS
P-701 PLUMBING SCHEDULES -FIXTURES - DETAILS
11 - MECHANICAL
MG101 MECHANICAL SYMBOLS LEGEND AND GENERAL NOTES
MD101 FIRST FLOOR MECHANICAL DEMOLITION PLAN
MH101 FIRST FLOOR HVAC PLAN
MP101 FIRST FLOOR PIPING PLAN
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-701 MECHANICAL SCHEDULES
12 - ELECTRICAL
EG101 ELECTRICAL SYMBOLS LEGEND AND GENERAL NOTES
ED101 FIRST FLOOR ELECTRICAL DEMOLITION PLAN
EL101 FIRST FLOOR LIGHTING PLAN
EN101 FIRST FLOOR NURSE CALL PLAN
EP101 FIRST FLOOR POWER PLAN
ET101 FIRST FLOOR SPECIAL SYSTEMS PLAN
ET102 OVERALL FIRST FLOOR SPECIAL SYSTEMS PLAN
E-501 ELECTRICAL DETAILS
E-701 ELECTRICAL SCHEDULES
TOTAL SHEET COUNT: 55
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
ARCH I TEC
T
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
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F
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T (3
/4"
1' -0
ON
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1'
-0
ON
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ON
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IN
CH
ES
O
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F
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T (1
1/ 2"
1'
-0
TH
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IN
CH
ES
O
NE
F
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(3
1' -0
32 4 5 61
C:
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W
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CL
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_a utu mn sR
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.rv t 6/2
5/2
5 5 :02
:56 P
M
GI003
LIFE SAFETY CODE REVIEW
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
HORIZONTAL BUILDING SEPARATION ALLOWANCE NFPA CHAPTE...
INCIDENTAL USES SEPARATION IF REQUIRED N/A IBC TABLE 509
SEPARATION OF OCCUPANCIES IF REQUIRED B/A 1 HOUR NFPA CHAPTE...
ALLOWABLE AREA 112,500 IBC TABLE 506.2
SPRINKLER SYSTEM REQUIRED FULLY SPRINKLED NFPA 13
ALLOWABLE NUMBER OF STORIES ABOVE GRAD... 3 1 IBC TABLE 504.4
ALLOWABLE BUILDING HEIGHT IN FEET ABOVE... 85 IBC TABLE 504.3
BUILDING CONSTRUCTION TYPE N/A NFPA II (111) - IBC II-A NFPA TABLE
19.1.6.1 & IBC...
BUILDING HEIGHTS & AREAS
CODE
REFERENCE(S)
N/A N/A
SPECIALTY OCCUPANCY REQUIREMENTS (PARKING GARAGE INFORMATION?) IBC CHAPTER 4
BUSINESS HEALTHCARE (NFPA CHAPTER 19 EXISTING... NFPA...
OCCUPANCY GROUP
CODE
REFERENCES(S)
BUILDING CLASSIFICATION
HEIGHT N/A N/A
LOT FRONTAGE N/A N/A
STREET SIDE YARD N/A N/A
SIDE N/A N/A
REAR N/A N/A
FRONT N/A N/A
SETBACKS REQ
ZONING
CHAPTER
NUMBER OF VAN ACCESSIBLE STALLS REQUIRED N/A N/A
NUMBER OF ACCESSIBLE STALLS REQUIRED N/A N/A
NUMBER OF STALLS REQUIRED N/A N/A
PARKING REQ:
ZONING
CHAPTER
IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 1/3
PERMIT REQ'D Y/N: NO
SEWAGE TREATMENT: CITY OF COLUMBIA
WATER SUPPLY CITY OF COLUMBIA
FIRE SERVICE: CITY OF COLUMBIA FIRE DEPARTMENT
INSPECTION: ...
* PLUMBING DESIGN MANUAL
* PHYSICAL SECURITY & RESILIENCY DESIGN MANUAL (PSDRM)
* SPACE AND EQUIPMENT PLANNING SYSTEM (SEPS)
* COST ESTIMATING MANUAL
* STRUCTURAL DESIGN MANUAL
* SIGNAGE DESIGN MANUAL
* EQUIPMENT GUIDE
* LIGHTING DESIGN MANUAL
* INTERIOR DESIGN DESIGN MANUAL
* HVAC DESIGN MANUAL
* FIRE PROTECTION MANUAL
* ELECTRICAL DESIGN MANUAL
SEE VA TIL * ARCHITECTURAL DESIGN MANUAL
VA GUIDES/MANUALS: * MEDICAL/SURGICAL INPATIENT UNITS & INTENSIVE CARE NURSING UNITS DESIGN GUIDE
SEE VA TIL * VA SEISMIC DESIGN REQUIREMENTS (H-18-8, ET AL)
VA ADDITIONAL REQ: * VA BARRIER FREE DESIGN STANDARD (PG-18-13)
* 2024 OSHA STANDARDS
* 2010 ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARD (ABAAS)
* NFPA 1: FIRE CODE 2024
* 2024 INTERNATIONAL PLUMBING CODE (IPC)
* 2024 NATIONAL FIRE PROTECTION AGENCY STANDARD DEVELOPMENT (NFPA 90A)
* NFPA 70 - 2023 NATIONAL ELECTRICAL CODE (NEC)
* 2024 INTERNATIONAL BUILDING CODE (IBC) - [Limited to where NFPA does not address.]
* 2024 NATIONAL FIRE PROTECTION AGENCY FIRE CODES (NFPA 5000 & 900 EXEMPT)
APPLICABLE CODES: * 2024 NATIONAL FIRE PROTECTION AGENCY 101 LIFE SAFETY (NFPA 101 LIFE SAFETY)
SITE ADDRESS: 800 HOSPITAL DRIVE COLUMBIA, MISSOURI 65201
PARCEL NO: N/A
CONSTRUCT WOMEN'S CLINIC
SGA PROJECT NO: 231997 / VA PROJECT NO: 589A4-24-103
CODE REVIEW
NUMBER OF FEC REQUIRED PER SPACE 1 1 TABLE 906.3
MAX TRAVEL DISTANCE TO FEC 75 FEET <75 FEET TABLE 906.3
MAXIMUM FLOOR AREA FOR EXTINGUISHER 11,250 SF <11,250 SF TABLE 906.3
MAXIMUM FLOOR AREA PER UNIT OF CLASS A 1,500 SF <1,500 SF TABLE 906.3
MINIMUM RATED SINGLE EXITNGUISHER REQUIRED 2-A TABLE 906.3
FIRE EXTINGUISHER REQUIREMENTS REQUIRED PROVIDED TABLE 906.1
FIRE DEPARTMENT COMMUNICATION COVERAGE REQUIRED PROVIDED 918.1
AUTOMATIC SPRINKLER SYSTEM REQUIRED PROVIDED TABLE 903.2.6
FIRE PROTECTION SYSTEMS REVIEW INTERNATIONAL FIRE CODE (IFC) IBC CHAPTER 9
WALLS & CEILINGS CLASS A MIN. 803
IBC CHAPTER 8
X ≥ 30 0 HR
10 ≤ X < 30 1 HR
5 ≤ X < 10 1 HR
FIRE SEPARATION DISTANCE PROTECTION X < 5 1 HR TABLE 705.5
DRAFT STOPS IN ATTIC NOT REQUIRED 718.4
DRAFT STOPS IN FLOORS NOT REQUIRED 718.3
FIRE WALL NOT REQUIRED 706.1
MAXIMUM AREA OF EXTERIOR WALL OPENINGS N/A TABLE 705.9
FIRE WALLS REQUIRED (Y/N) NOT REQUIRED 706
BUILDINGS ON THE SAME LOT (Y/N) N/A 705.3
5 FEET OR GREATER 40" TABLE 705.2
GREATER THAN 3 FEET TO LESS THAN 5 FEET 2/3 FSD TABLE 705.2
GREATER THAN 2 FEET TO 3 FEET 24" TABLE 705.2
O FEET TO 2 FEET NOT PERMITTED TABLE 705.2
EXTERIOR PROJECTIONS MIN. DISTANCE FROM LINE TO DETERMINE FSD TABLE 705.2
SYSTEM IN PLACE FULLY SPRINKLERED WITH FIRE EXTINGUISHERS FULLY SPRINKLERED WITH FIRE EXTINGUISHERS 703.2.1
FIRE & SMOKE PROTECTION IBC CHAPTER 7
SHAFT WALL 1 EXISTING TABLE 4.1.1/TABLE 601
ELEVATOR 1 EXISTING TABLE 4.1.1/TABLE 601
STAIRS 1 EXISTING TABLE 4.1.1/TABLE 601
ROOF CONSTRUCTION 1 EXISTING TABLE 4.1.1/TABLE 601
FLOOR CONSTRUCTION 1 EXISTING TABLE 4.1.1/TABLE 601
(SUPPORTING ONE FLOOR ONLY)
BEAMS, GIRDERS, TRUSSES, & ARCHES 1 EXISTING TABLE 4.1.1/TABLE 601
(SUPPORTING ONE FLOOR ONLY)
COLUMNS 1 EXISTING TABLE 4.1.1/TABLE 601
NON BEARING WALLS AND PARTITIONS - INT 0 0 TABLE 4.1.1/TABLE 601
NONBEARING WALLS AND PARTITIONS - EXT 0 EXISTING TABLE 4.1.1/TABLE 601
INTERIOR 1 EXISTING TABLE 4.1.1/TABLE 601
EXTERIOR 1 EXISTING TABLE 4.1.1/TABLE 601
BEARING WALLS 1 EXSITING TABLE 4.1.1/TABLE 601
PRIMARY STRUCTURE 1 EXISTING TABLE 4.1.1/TABLE 601
CONSTRUCTION TYPE:
NFPA 220 CHAPTER 4 &
IBC CHAPTER 6
NFPA/IBC REQUIRED ACTUAL PROVIDED 2/3
See Chapter 6 for Rated assemblies
UL-RATED SYSTEMS AND DESIGN NUMBER SEE WALL TYPE LEGEND / BUILDING SECTIONS
SOUND TRANSMISSION NOT REQUIRED SECTION 1207
LABELING FIRE WALLS LABEL ALL FIRE WALLS ABOVE ALL ACT CEILINGS. SECTION 703.7
MISCELLANEOUS INFORMATION
SPECIALTY REQUIREMENTS NONE
REQUIRED? YES EXISTING
ELEVATORS & CONVEYING SYSTEMS CHAPTER 30
SERVICE SINK 1 PER FLOOR EXISTING TABLE 2902.1
DRINKING FOUNTAINS 1 PER 100 EXISTING TABLE 2902.1
LAVATORIES - EMPLOYEES 1 PER 50 CARE ROOMS EXISTING
LAVATORIES - CARE RECIPIENTS 1 PER 50 CARE ROOMS = 1 2 TABLE 2902.1
WATER CLOSETS - EMPLOYEES 1 PER 25 EXISTING
WATER CLOSETS - CARE RECIPIENTS 1 PER 25 CARE ROOMS = 1 2 TABLE 2902.1
OCCUPANCY #
MINIMUM NUMBER OF REQUIRED PLUMBING
FIXTURES
REQUIRED TYPE OF FIXTURES PROVIDED TYPE OF FIXTURE TABLE 2902.1
PLUMBING SYSTEMS IBC CHAPTER 29
SPECIAL OCCUPANCIES N/A N/A 1108
ACCESSIBLE DWELLING UNITS & SLEEPING UNITS N/A N/A TABLE 1107.6.1.1
ACCESSIBLE ROUTES FOR DWELLINGS N/A N/A 1107.4
ACCESSIBLE PARKING SPACES N/A PROVIDED TABLE 1106.1
ACCESSIBLE ENTRANCES REQUIRED PROVIDED 1105
ACCESSIBLE ROUTE REQUIRED PROVIDED 1104
REQUIREMENTS REQUIRED PROVIDED 1103
ACCESSIBILITY IBC CHAPTER 11
DEAD END CORRIDOR LENGTH 30' MAXIMUM NFPA 101-19.2.5.3
MAX COMMON PATH OF TRAVEL 75'-0" SEE CODE PLANS NFPA 101-19.2.6 &
IBC 1006.2.1
ALLOWABLE EXIT ACCESS TRAVEL DISTANCE 200' NFPA 101-19.2.6.2.3
AREA OF REFUGE REQUIRED NO IBC 1009
SMOKE BARRIERS REQUIRED YES NFPA 101-19.3.7
MEANS OF EGRESS ILLUMINATION REQUIRED? YES NFPA 101-19.2.8 &...
MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS
PER STORY
2 EXISTING IBC TABLE 1006.3.1
SPECIAL EXCEPTIONS N/A
MINIMUM DOOR WIDTH, PATIENT ROOM 41 1/2" CLR NFPA 101-7.2.1
NUMBER OF EXITS & EXIT ACCESS DOORWAYS
REQUIRED
1 IBC TABLE 1006.2.1
MINIMUM CORRIDOR WIDTH 44" NFPA 101-19.2.3.4
DOOR SWINGS N/A
DOORS (multiply by 0.2 inches/occupant) 26 MIN NFPA 101-19.2.2.5.4 STAIRWAYS (multiply by 0.3 inches/occupant) N/A IBC 1005.3.1
MEANS OF EGRESS SIZING
STORAGE, MECHANICAL S SEE CODE PLANS NFPA 101 CHAPTER ...
CONCENTRATED BUSINESS B SEE CODE PLANS NFPA 101 CHAPTER ...
BUSINESS B SEE CODE PLANS NFPA 101 CHAPTER ...
LIST TYPE TOTAL OCCUPANTS NFPA 101 TABLE...
OCCUPANCY LOAD - FUNCTION OF SPACE (LIST
BELOW)
OCCUPANT LOAD FACTOR
MEANS OF EGRESS CODE REFERENCES
IBC REQUIRED/AHJ/ALLOWED ACTUAL PROVIDED 3/3
REVISION # DESCRIPTION DATE
01 BID SET 00/00/0000
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
GENERAL ACCESSIBILITY NOTES
A.
B.
C.
D.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
ALL CONSTRUCTION AND RENOVATION SHALL MEET THE ARCHITECTURAL BARRIERS ACT
ACCESSIBILITY STANDARD (ABAAS).
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).
VA BARRIER FREE DESIGN STANDARDS THAT ARE
MORE RESTRICTIVE THAN ABAAS & IBC REQUIREMENTS
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/D 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 5'-0" SLIDER TYPE
PATIENT CARE DELIVERY AREAS WITH PATIENT BED, 5'-6" (4'-0" + 1'-6")
STRETCHER OR GURNEY ACCESS, MINIMUM WIDTH,
BARIATRIC 6'-0"
PATIENT CARE BUILDING ENTRY, EXIT, AND DEPARTMENT
ENTRY DOORS 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
W/ INTEGRAL TOILET PAPER DISPENSER.
DISTANCE FROM TOILET CENTERLINE TO SIDE WALL 3'-0"
DISTANCE FROM EDGE OF TOILET TO SIDE WALL, BARIATRIC 3'-0"
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"
MINIMUM BARIATRIC STALL DIMENSIONS 4'-0" X 6'-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,
Figure 302.2 Carpet Pile Height
Figure 303.2 Vertical Change in Level
1/2 " m ax 1/4
" m ax
Figure 303.3 Beveled Change in Level
1/2 1/4
1/4 1/2
Figure 304.3.1.2 Circular Turning Space - Existing
Buildings Size and Overlap
Overlap of knee and toe clearance
6.2
.2
2'
- 1
" m ax
P er ø 5'-0" min
Figure 304.3.2.2 T-Shaped Turning Space New Buildings - Size and Overlap ar m ar m base
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
48" min
" m in
30" min
" m in
48" min
" m in
36" min
X > 2
4"
60" min
X > 1
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 > 2
7"
X
Figure 307.3 Post-Mounted Protruding Objects
(b)(a)
" 12" max 12" max
" m ax X > 12"
X > 12"
" m in
Figure 307.4 Vertical Clearance
" M ax
X < 8
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 in15
" m ax
" m ax
20" max
" m ax
20"- 25" max
10" max m in15
" m ax
10" max 10" - 24" max
" m ax
" m ax
" m ax
" m ax
BU
IL
DI
NG
B
LO
CK
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 403.5.3.2 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
" 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
AC
CE
SS
IB
LE
R
OU
TE
S
Figure 404.2.4.3 Maneuvering Clearance at Recessed Doors and Gates
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
(d) hinge approach, pull side
(a)
(c)
(b)
(d)
90.0 0°
32" min
32" min
32" min
>2 4"
36" min
18" min
" m in 48 " m in
*12" min
36" min 60 " m in
42" min
" m in
" m in
22" min* 12" min
* 4 8" m in
24" min
24" min
* 4 2" m in
" m in
18" min
X> 8"
X> 8" 48
" m in
" m in
12" min
X> 8"
48" min
48" min
48" min
" m in
66" min
DO
OR
S
AN
D
GA
TE
S
Figure 605.2 Height and Depth of Urinals
(a) wall hung type
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 604.5.1 Side Wall Grab Bar at
Water Closets
Figure 604.5.2 Rear Wall Grab Bar at Water Closets
Figure 604.7 Dispenser Outlet Location
Figure 604.9.5 Wheelchair Accessible Toilet Compartment Toe Clearance
Transfer Side comply with section 609.3
(a) elevation children
(b) plan
8" m in
8" min
" m in8" min
Partition
" m in
" m ax7" - 9"
36" min
24" min min 12"12" max 42" min
54" min
42" m in18
39" - 41" m in18
" m in
60" min 16" - 18" 17" - 19"
PL
UM
BI
NG
E
LE
ME
NT
S
AN
D
FA
CI
LI
TI
ES
TO
IL
ET
S
AN
D
UR
IN
AL
S
" m ax
13 1/2" min
(b) stall type
13 1/2" min
Figure 903.3 Bench Size And Clear Space
42" min
Figure 903.4 Bench Back Support
(a) (b) m in18
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
BU
IL
T-
IN
E
LE
ME
NT
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
.65 " M in 1.6" - 2.4"
1.6
2.
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
2"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
45.
00°
" M ax
" M ax
" M in
" M ax
18" Min
" M in di st an ce b et we en co rre sp on di ng d ot s fro m o ne ce ll d ire ct ly be lo w di st an ce b et we en d ot s in th e s am e c ell distance between corresponding dots in adjacent cells distance between dots in the same cell ba se d iam et er
CO
MM
UN
IC
AT
IO
N
EL
EM
EN
TS
A
ND
F
EA
TU
RE
S
Sanitary Napkin Disposal
Sanitary Napkin Dispenser
" m ax
Soap Dispenser
Paper Towel Dispenser
T.
O.
d isp en se r O
PG
" m ax
Coat/Robe Hook
4'- 0"
A
CC
5'- 4"
T
YP
Mirror Height
" t o gl as s
Fire Extinguisher Cabinet
" m ax to th e h an dl e
" m ax
Hand Dryer
Trash Receptacle
" m ax
Toilet Seat Cover Dispenser
MO
UN
TI
NG
H
EI
GH
TS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
\U se rs\
A.
Sc hlo me r\D oc um en ts\
W
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CL
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AF
.rv t 6/2
5/2
5 5 :02
:57 P
M
GI011
ACCESSIBILITY DETAILS
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
JT
JT
JT
JT
FE
C
CRJT
GENERAL CODE NOTES
H. SMOKE SEALS TO BE INSTALLED AT ALL RATED DOORS.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
BUILDING & LIFE SAFETY REQUIREMENT LEGEND
DESCRIPTIONWALL
RATINGPARTITION KEY NFPA 101-2024
IBC 2024
OPENINGS
RATING REFERENCE
90 MINFIRE BARRIER:
OCCUPANCY/AREA SEPARATION
FIRE BARRIER:
HORIZONTAL EXIT & REFUGE AREA
90 MINNFPA 7.1.3.2 NFPA 8.3.3.2.2
2 HOUR
FIRE BARRIER
VERTICAL EXIT ENCLOSURE/SHAFT
(2 HR = 4 OR MORE STORIES)
(1 HR = LESS THAN 4 STORIES) 60 MIN
90 MINNFPA 8.6
IBC 716.1
NFPA 8.3.3.2.2
IBC 716.1
SMOKE PARTITIONS
(SPRINKLERED)
HAZARDOUS/INCIDENTAL USE
NR
SMOKE BARRIER
SUBDIVIDING SPACES
20 MIN
SMOKE PARTITION
SUITE SEPARATION
EXIT ACCESS CORRIDORS
(SPRINKLERED) CORRIDOR WALLS
NR
NFPA 8.5
IBC 716.1
NFPA 8.4.2
IBC 710.3
NFPA 8.4.2
IBC 407.3
NFPA 8.7.1.2
NFPA 8.3.3.2.2, 19.3.7.8
IBC 716.1
NFPA 8.7.1.2
NFPA 8.3.3.2.2, 8.4
NFPA 8.4.3
1 HOUR
NR
NR
NR NR
2 HR
NFPA 8.2.1.3
IBC 716.1
NFPA 8.3.3.2.2
IBC 716.1
DAMPERS
TYPE REFERENCE
FIRE
90 MIN
FIRE
90 MIN
NFPA 8.3.4.3, 9.2.1
NFPA 8.3.4.3, 9.2.1
SMOKE
90 MIN
NFPA 8.5.5.3
VARIES NFPA 8.4.4
VARIES NFPA 8.4.4, 8.4.6.2
VARIES NFPA 8.4.4, 8.4.6.2
NOT ALLOWED
UNLESS SERVING
STAIR ONLY
N/A
1 HR
FIRE BARRIER 45 MINNFPA 8.7.1.1
IBC 716.1
NFPA 8.3.3.2.2, 8.7.1.1
IBC 716.11 HOUR N/A N/A
CONSTRUCTION LEGEND
SHADED AREA NOT IN SCOPE OF WORK
NEW COMPONENTS
TRUE
NORTH
PLAN
NORTH
4.0" 48.0"
0.4" 48.0"
LENGTH OF TRAVEL: 76'-9"
110 SF
A119
CLEAN
141 SF
A121
EXAM/TELEHEALTH/CONSULT
66 SF
A123
RESTROOM
121 SF
A125
ENTRY/WAITING
387 SF
C1A3
CORRIDOR
9 SF
A124B
INTAKE
38 SF
A127
MSA
CHECK-IN
105 SF
A120
SOILED 165 SF
A122
PROCEDURE2
72 SF
A124
RESTROOM
187 SF
A126
PROCEDURE1
183 SF
A128
SWAMP
22 SF
A128A
NURSE
STATION25 SF
A124A
NURSE
STATION
C1E33
CORR.
C1E34
CORRIDOR
A129B
ELEC./
TELE./
MECH.
13 SF
10.44
10.48 10.45
10.45
10.47
10.40
10.40
55'-0"
0.0" 0.0"
OCCUPANTS
REQUIRED WIDTH
PROVIDED WIDTH
OCCUPANT LOAD
CODE & EGRESS SYMBOL LEGEND
FEC FIRE EXTINGUISHER CABINET
FE FIRE EXTINGUISHER
FPS FIRE PULL STATION
FACP FIRE ALARM CONTROL PANEL
FSA FIRE SYSTEM ANNUNCIATOR ALARM
FSP FIRE SYSTEM ANNUNCIATOR PANEL
DIRECTION OF EGRESS
DIRECTION OF EGRESSPATH OF TRAVEL
START OF PATH TRAVEL DISTANCE (TD)
TD = X'-X"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
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A.
Sc hlo me r\D oc um en ts\
W
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_a utu mn sR
AF
.rv t 6/2
5/2
5 5 :02
:58 P
M
GI101
LIFE SAFETY PLAN - 1ST FLOOR
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
KEYNOTES
KEY VALUE KEYNOTE TEXT
10.40 RECESSED MOUNTED F.E.C.
10.44 LABEL ABOVE CEILING IN EACH ROOM DESIGNATING WALL AS "SMOKE BARRIER". REMOVE ANY
INCORRECT LABELING THAT MAY REMAIN.
10.45 LABEL ABOVE CEILING IN EACH ROOM DESIGNATING WALL AS "SMOKE PARTITION".
10.47 VERIFY EXISTING SEALS AND PROVIDE NEW WHERE EXISTING DOES NOT MEET REQUIREMENTS
OF FIRE SEALANT FOR 1-HOUR FIRE BARRIER.
10.48 VERIFY EXISTING SEALS AND PROVIDE NEW WHERE EXISTING DOES NOT MEET REQUIREMENTS
OF SEALANT FOR SMOKE BARRIER.
1/4" = 1'-0"D2 LIFE SAFETY PLAN - 1ST FLOOR
FIRST LEVEL KEY PLAN
N
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
OVEN
GENERAL FACILITY NOTES
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
H. FOR CLARITY, ONLY SMOKE COMPARTMENTS MODIFIED BY THE WORK ARE SHOWN ON THIS PLAN.
CONSTRUCTION LEGEND
SHADED AREA NOT IN SCOPE OF WORK
NEW COMPONENTS
TRUE
NORTH
PLAN
NORTH
PROJECT LOCATION
CONSTRUCTION ACCESS
REVISION TO SMOKE
COMPARTMENT #1-3
21062 SF
REVISION TO SMOKE
COMPARTMENT #1-1
15700 SF
S.C. 1-1, SUITE 1
PATIENT CARE NON-SLEEPING SUITE
1858 SF
CONSTRUCTION ACCESS ROUTE
SMOKE
COMPARTMENT #1-4
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
\U se rs\
A.
Sc hlo me r\D oc um en ts\
W
OM
EN
S
CL
IN
IC
_a utu mn sR
AF
.rv t 6/2
5/2
5 5 :03
:03 P
M
GI121
FACILITY PLAN
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
KEYNOTES
KEY VALUE KEYNOTE TEXT
1" = 20'-0"D1 CAMPUS / FACILITY PLAN
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
FE
FEC
FP
FE
FE
FEC
FP
FE
GENERAL PHASING NOTES
H. IN EXISTING AND/OR OCCUPIED BUILDINGS, ALL TEMPORARY CONSTRUCTION BARRIERS SHALL BE
MINIMUM 1 HOUR RATED FIRE BARRIER ASSEMBLIES UNO.
I. WHERE ABOVE CEILING WORK IS REQUIRED IN OCCUPIED SPACES, THE CONTRACTOR SHALL
COORDINATE AND CONFIRM DATE & TIME WITH THE OWNER.
J. ALL CEILINGS DISTURBED IN OCCUPIED SPACES DURING AFTER-HOURS WORK SHALL BE
REINSTALLED, CLEANED UP, AND OPERATIONAL PRIOR TO THE END OF EACH WORK SHIFT UNO.
K. IN EXISTING AND/OR OCCUPIED BUILDINGS, ALL OPENINGS THROUGH RATED CONCRETE FLOOR
ASSEMBLIES MUST BE FIRESTOPPED OF INFILLED PRIOR TO THE END OF EACH WORK SHIFT.
L. MODIFICATIONS TO EXISTING WALLS MAY BE NECESSARY TO CREATE A TEMPORARY RATED
ASSEMBLY DURING PROJECT CONSTRUCTION. REFERENCE PHASING AND/OR ARCHITECTURAL
DEMOLITION PLANS.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
NOTE
A. AFFECTED AREAS AND BARRIER LOCATIONS SHOWN ARE APPROXIMATE UNO.
PHASING LEGEND
EXISTING AREA
NEW OR RENOVATED AREA
EXISTING PARTITION
NEW PARTITION
DEMOLISHED PARTITION
TEMPORARY CONSTRUCTION BARRIER (1 HOUR FIRE RATED ASSEMBLY UNO)
TEMPORARY WALL MODIFICATION (1 HOUR FIRE RATED ASSEMBLY UNO)
AREA AFFECTED BY PHASE
AREA AFFECTED BY PHASE AFTER-
HOURS
TEMPORARY WALL MODIFICATION (WEATHER PROOFING)
TRUE
NORTH
PLAN
NORTH
A027AA026
A025BA025
A024A
A024
A022
A020A
A020A019A010
A010A
A009A
E001FE001E
CBA4 CBA5 CBA7
A028
A030
A031
A029
A023A
A023A021A018
A011
A014
CBA6
A012
A013
A015
1.06
1.05
1.05
TRUE
NORTH
PLAN
NORTH
A027AA026
A025BA025
A024A
A024
A022
A020A
A020A019A010
A010A
A009A
E001FE001E
CBA4 CBA5 CBA7
A028
A030
A031
A029
A023A
A023A021A018
A011
A014
CBA6
A012
A013
A015
1.05
1.05
1.06
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
\U se rs\
A.
Sc hlo me r\D oc um en ts\
W
OM
EN
S
CL
IN
IC
_a utu mn sR
AF
.rv t 6/2
5/2
5 5 :03
:04 P
M
GI140
PHASING PLANS - BASEMENT FLOOR
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.05 REFER TO DEMOLITION PLAN(S) FOR EXTENT OF WORK.
1.06 MAINTAIN 6 FT MIN. CLEAR CORRIDOR FOR THE ENTIRE LENGTH OF CONSTRUCTION.
FIRST LEVEL KEY PLAN
N
3/16" = 1'-0"D2 PHASING PLAN - BASEMENT FLOOR PHASE 2
3/16" = 1'-0"B1 PHASING PLAN - BASEMENT FLOOR PHASE 1
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
FP
FE
FE
C
FP
FP
FE
FE
C
GENERAL PHASING NOTES
H. IN EXISTING AND/OR OCCUPIED BUILDINGS, ALL TEMPORARY CONSTRUCTION BARRIERS SHALL BE
MINIMUM 1 HOUR RATED FIRE BARRIER ASSEMBLIES UNO.
I. WHERE ABOVE CEILING WORK IS REQUIRED IN OCCUPIED SPACES, THE CONTRACTOR SHALL
COORDINATE AND CONFIRM DATE & TIME WITH THE OWNER.
J. ALL CEILINGS DISTURBED IN OCCUPIED SPACES DURING AFTER-HOURS WORK SHALL BE
REINSTALLED, CLEANED UP, AND OPERATIONAL PRIOR TO THE END OF EACH WORK SHIFT UNO.
K. IN EXISTING AND/OR OCCUPIED BUILDINGS, ALL OPENINGS THROUGH RATED CONCRETE FLOOR
ASSEMBLIES MUST BE FIRESTOPPED OF INFILLED PRIOR TO THE END OF EACH WORK SHIFT.
L. MODIFICATIONS TO EXISTING WALLS MAY BE NECESSARY TO CREATE A TEMPORARY RATED
ASSEMBLY DURING PROJECT CONSTRUCTION. REFERENCE PHASING AND/OR ARCHITECTURAL
DEMOLITION PLANS.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
NOTE
A. AFFECTED AREAS AND BARRIER LOCATIONS SHOWN ARE APPROXIMATE UNO.
PHASING LEGEND
EXISTING AREA
NEW OR RENOVATED AREA
EXISTING PARTITION
NEW PARTITION
DEMOLISHED PARTITION
TEMPORARY CONSTRUCTION BARRIER (1 HOUR FIRE RATED ASSEMBLY UNO)
TEMPORARY WALL MODIFICATION (1 HOUR FIRE RATED ASSEMBLY UNO)
AREA AFFECTED BY PHASE
AREA AFFECTED BY PHASE AFTER-
HOURS
TEMPORARY WALL MODIFICATION (WEATHER PROOFING)
TRUE
NORTH
PLAN
NORTH
1.06
1.04
TRUE
NORTH
PLAN
NORTH
CONSTRUCTION
ACCESS
1.04
1.06
1.04
1.27
1.26
1.04
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
\U se rs\
A.
Sc hlo me r\D oc um en ts\
W
OM
EN
S
CL
IN
IC
_a utu mn sR
AF
.rv t 6/2
5/2
5 5 :03
:05 P
M
GI141
PHASING PLANS - 1ST FLOOR
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.04 MAINTAIN WIDTH OF CASED OPENING CLEAR FOR THE ENTIRE LENGTH OF CONSTRUCTION.
1.06 MAINTAIN 6 FT MIN. CLEAR CORRIDOR FOR THE ENTIRE LENGTH OF CONSTRUCTION.
1.26 PROVIDE TEMPORARY BARRIER FOR WORK IN THIS AREA. (COORDINATE WORK WITH OWNER.)
REMOVE AND REPLACE DOOR FRAME KEEPING EXIT CORRIDOR OPERATIONAL. INFILL NEW
RATED FRAME
1.27 PROVIDE TEMPORARY BARRIER FOR WORK IN THIS AREA. (COORDINATE WORK WITH OWNER.)
INFILL NEW RATED FRAME TO CREATE 1-HOUR RATED TEMPORARY BARRIER UNTIL DOORS ARE
READY
FIRST LEVEL KEY PLAN
N
3/16" = 1'-0"B2 PHASING PLAN - 1ST FLOOR PHASE 1
3/16" = 1'-0"D2 PHASING PLAN - 1ST FLOOR PHASE 2
REVISION # DESCRIPTION DATE
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
GENERAL DEMOLITION NOTES
H. PROTECT ALL EXISTING UTILITIES UNO.
I. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION AND FINISHES UNO.
J. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.
K. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.
L. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE
RATING.
M. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE
OWNER UNO.
N. REFERENCE MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION SHEETS FOR INFORMATION
REGARDING DEMOLITION OF HAZARDOUS MATERIALS.
O. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR
PENETRATIONS.
P. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UNO.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
GENERAL HAZARDOUS MATERIAL NOTES
H. REFERENCE ASBESTOS SURVEY FOR A LIST OF MATERIALS THAT CONTAIN 1% ASBESTOS OR LESS
WHICH WILL ENABLE THE RENOVATION / DEMOLITION CONTRACTOR TO MAKE APPROPRIATE
DECISIONS CONCERNING COMPLIANCE ISSUES WITH APPLICABLE OSHA REGULATIONS.
I. REFERENCE ARCHITECTURAL DEMOLITION SHEETS FOR INFORMATION REGARDING DEMOLITION OF
NON HAZARDOUS MATERIALS.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
NOTE
A. AFFECTED AREAS & BARRIER LOCATIONS SHOWN ARE APPROXIMATE UNO.
B. ASBESTOS LOCATIONS & QUANTITIES ARE APPROXIMATE.
C. HAZARDOUS MATERIALS MAY EXTEND BEYOND SCOPE OF WORK.
HAZARDOUS MATERIAL LEGEND
EXISTING AREA
NEW OR RENOVATED AREA
EXISTING PARTITION
NEW PARTITION
DEMOLISHED PARTITION
1 HR RATED TEMPORARY CONSTRUCTION
BARRIER
TEMPORARY WALL MODIFICATION
ASBESTOS MATERIALS - MEP ITEMS
ASBESTOS MATERIALS - ARCH ITEMS
APPROXIMATE DEMO QUANTITIES
ASBESTOS INSULATED PIPE:
1ST FLOOR - 300 LF
ASBESTOS FITTINGS:
BASEMENT FLOOR - 30 FITTINGS
1ST FLOOR - 20
ASBESTOS JOINT COMPOUND:
BASEMENT FLOOR - 600 SF
1ST FLOOR - 400 SF
CONSTRUCTION LEGEND
SHADED AREA NOT IN SCOPE OF WORK
NEW COMPONENTS
TRUE
NORTH
PLAN
NORTH
A027A
A026
A025BA025
A024A
A024
A022
A020A
A020A019A010
A010A
A009A
E001FE001E
CBA4 CBA5 CBA7
A028
A030 A031
A029
A023A
A023A021A018
A011
A014
CBA6
A012
A013
2.58
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
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HA100
HAZARDOUS ASBESTOS PLAN - BASEMENT
FLOOR
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA #589A4-24-103BID SET
1/4" = 1'-0"D2
HAZARDOUS ASBESTOS PLAN - BASEMENT
FLOOR FIRST LEVEL KEY PLAN
N
REVISION # DESCRIPTION DATE
01 BID SET 00/00/0000
KEYNOTES
KEY VALUE KEYNOTE TEXT
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.
TODD RANDALL
STONE
NUMBER
A−2018027172
*S T A
T E
OF MISSO
U R I
3 3 G
G
S
J
J J
G
G
G
G
JJ
J
JJ J
G
J
J
G
G
S
J
J J J
G
J J
J J
J
J J
J
J
JG
G
JJ J
J
S
J J J
J J
J J
J
J
J W,1 F
F
CR
K K
J
E
GENERAL DEMOLITION NOTES
H. PROTECT ALL EXISTING UTILITIES UNO.
I. PATCHING AND/OR INFILL TO MATCH EXISTING CONSTRUCTION AND FINISHES UNO.
J. EXISTING ITEMS TO REMAIN ARE SHOWN IN GRAY.
K. EXISTING ITEMS TO BE DEMOED ARE SHOWN WHITE WITH DASHED LINES.
L. INFILL OF FIRE PARTITION PENETRATIONS/OPENINGS SHALL MAINTAIN THE INTEGRITY OF THE
RATING.
M. CONTRACTOR TO COORDINATE RELOCATION AND/OR STORAGE OF SALVAGED ITEMS WITH THE
OWNER UNO.
N. REFERENCE MECHANICAL DEMOLITION, AND/OR PLUMBING DEMOLITION SHEETS FOR INFORMATION
REGARDING DEMOLITION OF HAZARDOUS MATERIALS.
O. SEE STRUCTURAL DETAILS FOR INFORMATION REGARDING INFILL OF EXISTING STRUCTURAL FLOOR
PENETRATIONS.
P. ALL CONSTRUCTION WASTE PRODUCED BY DEMOLITION TO BE PROPERTY OF CONTRACTOR UNO.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
GENERAL HAZARDOUS MATERIAL NOTES
H. REFERENCE ASBESTOS SURVEY FOR A LIST OF MATERIALS THAT CONTAIN 1% ASBESTOS OR LESS
WHICH WILL ENABLE THE RENOVATION / DEMOLITION CONTRACTOR TO MAKE APPROPRIATE
DECISIONS CONCERNING COMPLIANCE ISSUES WITH APPLICABLE OSHA REGULATIONS.
I. REFERENCE ARCHITECTURAL DEMOLITION SHEETS FOR INFORMATION REGARDING DEMOLITION OF
NON HAZARDOUS MATERIALS.
A.
B.
C.
D.
E.
F.
G.
ANY DISCREPANCIES OR CONFLICTS FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE OWNER BEFORE
PROCEEDING WITH THE WORK.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
DETAILS SHOWN ARE TYPICAL UNO. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
SEE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
DIMENSIONS ARE TO FACE OF FRAMING, CENTERLINE OF EQUIPMENT, CENTERLINE OF FIXTURE, OR GRID UNO. DIMENSIONS ARE TO FACE OF FINISH ON INTERIOR ELEVATIONS AND/OR WHERE THE
ABBREVIATION "CLR" IS USED UNO.
NOTE
A. AFFECTED AREAS & BARRIER LOCATIONS SHOWN ARE APPROXIMATE UNO.
B. ASBESTOS LOCATIONS & QUANTITIES ARE APPROXIMATE.
C. HAZARDOUS MATERIALS MAY EXTEND BEYOND SCOPE OF WORK.
HAZARDOUS MATERIAL LEGEND
EXISTING AREA
NEW OR RENOVATED AREA
EXISTING PARTITION
NEW PARTITION
DEMOLISHED PARTITION
1 HR RATED TEMPORARY CONSTRUCTION
BARRIER
TEMPORARY WALL MODIFICATION
ASBESTOS MATERIALS - MEP ITEMS
ASBESTOS MATERIALS - ARCH ITEMS
APPROXIMATE DEMO QUANTITIES
ASBESTOS INSULATED PIPE:
1ST FLOOR - 300 LF
ASBESTOS FITTINGS:
BASEMENT FLOOR - 30 FITTINGS
1ST FLOOR - 20
ASBESTOS JOINT COMPOUND:
BASEMENT FLOOR - 600 SF
1ST FLOOR - 400 SF
CONSTRUCTION LEGEND
SHADED AREA NOT IN SCOPE OF WORK
NEW COMPONENTS
TRUE
NORTH
PLAN
NORTH
C1E33
ST
R
#4
A129B A129A
A129
A130
A1
A128A
A128B
A144
C1 E6
C1 A6
A119
A119A
A121 A123 A125
C1A3
A118 A120 A120A A122
A124 A126
A127 A128
1.04
1.04
1.04
ANTE
ROOM
2.66
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved
VA FORM 08 - 6231
A
FULLY SPRINKLERED
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
A
B
C
D
2 4 5
PhaseDESIGNER OF RECORD A/E:
STAMPCONSULTANTS
MEP:
FARRIS ENGINEERING
12700 WEST DODGE ROAD
OMAHA, NE 68154
402.330.5900
STRUCTURAL:
ERA STRUCTURAL ENGINEERING
110N. ANKENY BLVD. SUITE 200
ANKENY, IA 50023
515.384.1001
6"
6"
6"
6"
ON
E
EI
GH
TH
IN
CH
O
NE
F
OO
T (1
/8"
1' -0
ON
E
QU
AR
TE
R
IN
CH
O
NE
F
OO
T (1
/4"
1' -0
TH
RE
E
EI
GH
TH
S
IN
CH
O
NE
F
OO
T
(3 /8"
1'
-0
ON
E
HA
LF
IN
CH
O
NE
F
OO
T
(1 /2"
1'
-0
TH
RE
E
QU
AR
TE
RS
IN
CH
O
NE
F
OO
T (3
/4"
1' -0
ON
E
IN
CH
O
NE
F
OO
T (1
1'
-0
ON
E
AN
D
ON
E
HA
LF
IN
CH
ES
O
NE
F
OO
T (1
1/ 2"
1'
-0
TH
RE
E
IN
CH
ES
O
NE
F
OO
T
(3
1' -0
32 4 5 61
C:
\U se rs\
A.
Sc hlo me r\D oc um en ts\
W
OM
EN
S
CL
IN
IC
_a utu mn sR
AF
.rv t 6/2
5/2
5 5 :03
:07 P
M
HA101
HAZARDOUS ASBESTOS PLAN - 1ST FLOOR
STONE GROUP ARCHITECTS
117 PIERCE STREET, SUITE 110
SIOUX CITY, IA 51101
(712)252-4014
CONSTRUCT WOMEN'S CLINIC
800 HOSPITAL DRIVE COLUMBIA, MO 65201
06/25/2025 BF/TM IN/LY
SGA #231997
VA…
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