Marion VA_Renovate 3B_Bid Documents_Drawings_V2 of 4_09-20-2024 26 pages.pdf
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- Attached to
- Z2DA--657A5-23-110, Renovate 3B for Patient Privacy and Intensive Care Unit, (VA-25-00018450)
- Solicitation number
- 36C25525R0015
About this file
This is a set of 26 architectural drawings for renovating Patient Ward 3B at the Marion VA Medical Center in Marion, IL to create patient privacy and intensive care spaces. The drawings include detailed floor plans, reflected ceiling plans, enlarged room plans, architectural details, schedules and assemblies for the renovation project. Key areas being renovated include ICU patient rooms, staff amenities, visitor spaces, and medical support areas.
The drawings provide comprehensive construction details including wall types, door schedules, window types, ceiling assemblies, and floor slopes/drains. Specific features include sliding doors with break-out panels for patient rooms, specialized medical equipment mounting requirements, and infection control considerations in the design of spaces like the HAC room and soiled utility areas. The plans show integration of medical gas systems, patient lifts, and nurse call systems. Architectural finishes and materials are specified throughout, with particular attention to durability and infection control in clinical spaces. The drawings are marked as "Final Bid Documents" dated September 20, 2024 and were prepared by Stone/HFG Architecture.
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A. 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.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. FREE-STANDING FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.
D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
E. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
F. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
G. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
H. PROVIDE BACKING FOR ALL TOILET ACCESSORIES, HANDRAILS, OR OTHER ITEMS ATTACHED TO
BUILDING WALLS.
I. INSTALL BLOCKING AS REQUIRED IN ALL PARTITIONS TO RECEIVE COUNTERS, SHELVING,
MARKERBOARDS, WALL MOUNTED MONITORS/TVS, COUNTERTOP SUPPORTS, ETC.
J. GYPSUM USED IN RESTROOMS SHALL BE WATER RESISTANT GYPSUM BOARD.
K. PROVIDE CONTROL JOINTS IN DRYWALL EVERY 30'-0".
L. ALL DIMENSIONS ARE TO OUTSIDE OF WALL FRAMING.
M. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
N. SEE SHEET AE601, ARCHITECTURAL SCHEDULES & ASSEMBLIES, FOR MORE INFORMATION
REGARDING DOORS, WINDOWS, AND WALL TYPES.
O. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY EXISTING STRUCTURAL MEMBERS WHICH MAY
CONFLICT WITH THE DESIGNED WALL LAYOUT AND/OR DESIGNED PLUMBING LOCATIONS BEFORE ANY
WALLS ARE CONSTRUCTED.
P. CONTRACTOR TO NOTIFY ARCHITECT OF LOCATIONS WHERE PENETRATIONS IN THE FLOOR MAY INTERSECT AND/OR INTERFERE WITH THE INTERGITY OF EXISTING CONCRETE JOISTS. WHERE MEP SYSTEMS CANNOT BE EASILY REROUTED WITHIN ALREADY DESIGNED WALLS, CEILINGS, OR CHASES, THE A/E TEAM WILL REVISE AND REISSUE DRAWINGS SO AS TO AVOID CONFLICTS WITH THE EXISTING
JOISTS.
GENERAL PLAN NOTES
AA
RR
BB
DD
EE
GG
MM
KK
JJ
HH
FF
17151211109743
5 8 13 16
8'
-6
232'-6"
8'
-6
'-6
'-8
8' -6
'-8
'-8
'-0
'-1
0" 9'
-2
'-6
16'-0 1/2" 20'-5 1/2" 24'-9" 110'-0" 24'-9" 20'-5 1/2" 16'-0 1/2"
'-6
'-8
8' -6
'-8
'-8
'-0
'-1
0" 9'
-2
'-6
16'-0 1/2" 20'-5 1/2" 10'-7" 10'-9" 10'-9" 9'-11" 20'-0" 11'-8" 12'-2" 11'-8" 20'-0" 9'-11" 10'-9" 10'-9" 10'-7" 20'-5 1/2" 16'-0 1/2"
'-3
8'
-3
'-3
8'
-3
5' -0
5' -0
'-6
'-6
AE101
D5
AE102
D5
304B
STAFF TLT
STAFF
LOCKERS
LO
G
IS
T
IC
S
CLEAN
UTILITY
SOILED
UTILITY
CLEAN
LINEN
NOURISHMENT
EQUIPMENT
309A
WORKSTATIONS
ELEC
CONSULTATION
VISITOR
LOUNGE
VISITOR TLT
MEDICATION
304A
STAFF TLT
M U
LT
I-
P U
R P
O S
E
ICU
COMMAND
CENTER
HAC
NURSE
STATION
EQUIPMENT
ALCOVE
314A
ISO /
BARIATRIC
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
A N
T E
R O
O M
314B
ISO /
BARIATRIC
TLT
316A
PATIENT
TLT
317A
PATIENT
TLT
319A
PATIENT
TLT
322A
PATIENT
TLT
C301-01
CORRIDOR
S301-01
STAIR
P-2
ELEVATOR
OXYGEN
STORAGE
OFFICE
PHARMACY
LOGISTICS
NOURISHMENT
339A
ELEC
NURSE
MANAGER
S303-01
STAIR
PATIENT
BEDROOM
342A
BATH
PATIENT
BEDROOM
344A
BATH
343A
BATH
PATIENT
BEDROOM
NURSES
STATION
345B
CLEAN
LINEN
345C
SOILED
LINEN
345A
LOCKER
345D
STAFF RR
345E
STORAGE
345F
CORRIDOR
345G
JANITOR
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ANTE
ICU
BEDROOM
NURSES
STATION
C306-01
CORRIDOR
ICU
BEDROOM
STAFF
LOCKER
SOILED
UTILITY
ELEC
HAC
C305-01
CORRIDOR
C305-01
CORRIDOR
C307-01
CORRIDOR
PATIENT
BEDROOM
361A
BATH
PATIENT
BEDROOM
PATIENT
BEDROOM
362A
BATH
363A
BATH
C307-01
CORRIDOR
340A
CLOSET
NA
SEISMIC
TOWER A
NA
SEISMIC
TOWER B
NA
SHAFT B
NA
SHAFT A
S305-01
STAIR
P-7
ELEVATOR
S302-01
STAIR
P-1
ELEVATOR
S304-01
STAIR
NURSES
STATION
NURSES
STATION
CC
'-6
9'
-2
'-6
'-6
9'
-2
'-6
'-6
9'
-2
'-6
ELEC
STATION
ALCOVE
STATION
ALCOVE
ELEVATOR
LOBBY
C302-01
CORRIDOR
C
3-
C O
R R
ID
O
R
C
4-
C O
R R
ID
O
R
C
4-
C O
R R
ID
O
R
EQUIPMENT
ALCOVE
EQUIPMENT
ALCOVE
MED/SURG
PATIENT
ROOM
303A
PATIENT
TLT
STATION
ALCOVE
B6
AE301
B2
AE301
D6
AE301
1.10A
1.10A
C304-01
CORRIDOR
ADJACENT BUILDING
PATIENT
BEDROOM
TELEMETRY
RECEPTION
/ NURSES
STATION
301A
WORK AREA
364A
BATH
C301-01
CORRIDOR
LOCKER
C301-01
CORRIDOR
HAC
NO NEW ARCHITECTURAL CONSTRUCTION OR
DEMOLITION WEST OF DASHED LINE. WORK
WEST OF PROJECT AREA IS AT CEILINGS ONLY -
SEE DEMO RCPS AND MEP DRAWINGS.
8.10B 8.10B
8.10B
KEY PLAN - FLOOR - OVERALL
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
INDICATED THUS ON
CEILING PLANS
# RATING HEIGHT DESCRIPTION
A NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD, 5/8" GWB
AA NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD
AD NON-RATED TOW 6" AFC 5/8" GWB, 2 1/2" 20GA MTL STUD
B NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1 1-HOUR FIRE FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BA NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD
BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
C NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1 1-HOUR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
CA NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD
CB SMOKE-COR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
TYPICAL EXTERIOR FURRING
X NON-RATED FULL-HEIGHT 5/8" GWB, VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
XA NON-RATED FULL-HEIGHT VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
FINISH WALLS & COLUMN WRAPS
+A NON-RATED FULL-HEIGHT 5/8" GWB,
+BA NON-RATED FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BD NON-RATED TOW 6" AFC 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
MODIFIER (IF APPLICABLE)
FIRE RATING IN HOURS (IF APPLICABLE)
NOTE
1. FULL-HEIGHT = STRUCT BLW TO STRUCT ABV. SEE DETAILS FOR DEFLECTION GAPS & CHANNELS.
2. VB TO BE INSTALLED IN FURRING & FINISH WALLS AT EXT MASONRY OR CONCRETE WALLS. TIE INTO
EXISTING BARRIERS WHERE APPLICABLE.
3. SAFB TO NOT BE INSTALLED IN 2 1/2", OR SMALLER, STUD WALLS EXCEPT AT SHAFTS, STAIRWELLS, &
EXTERIOR WALLS.
WALL TYPES WALL TAG XX#
SEE SHEET
AE601 FOR
MORE INFO
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 7:
A
M
AE100
ARCHITECTURAL FLOOR PLAN - 3RD LEVEL -
OVERALL
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 1 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.10A EXISTING EXPANSION JOINT. FLOOR AND ROOF STRUCTURE ASSEMBLY TO REMAIN AS IS.
DAMAGED SEALANT AND/OR MORTAR EXPOSED BY CONSTRUCTION TO BE PATCHED OR
REPLACED. NEW CEILING AND/OR WALL ASSEMBLIES AT JOINT TO BE CONSTRUCTED
ACCORDING TO PROVIDED DETAILS.
8.10B REINSTALL WINDOW THAT WAS REMOVED FROM SPECIFIED LOCATION DURING DEMOLITION.
REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION AT THE WINDOW OPENING. REPAIR AND/OR
REPLACE FLASHING, WEATHER PROOFING, INSULATION, AND EXTERIOR FINISH AS NEEDED.
1/8" = 1'-0" D5
FLOOR PLAN - 3RD LEVEL - OVERALL
NORTH
REVISION # DESCRIPTION DATE
PROCEEDING WITH THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. FREE-STANDING FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.
D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
E. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
F. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
G. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
H. PROVIDE BACKING FOR ALL TOILET ACCESSORIES, HANDRAILS, OR OTHER ITEMS ATTACHED TO
BUILDING WALLS.
I. INSTALL BLOCKING AS REQUIRED IN ALL PARTITIONS TO RECEIVE COUNTERS, SHELVING,
MARKERBOARDS, WALL MOUNTED MONITORS/TVS, COUNTERTOP SUPPORTS, ETC.
J. GYPSUM USED IN RESTROOMS SHALL BE WATER RESISTANT GYPSUM BOARD.
K. PROVIDE CONTROL JOINTS IN DRYWALL EVERY 30'-0".
L. ALL DIMENSIONS ARE TO OUTSIDE OF WALL FRAMING.
M. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
N. SEE SHEET AE601, ARCHITECTURAL SCHEDULES & ASSEMBLIES, FOR MORE INFORMATION
REGARDING DOORS, WINDOWS, AND WALL TYPES.
O. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY EXISTING STRUCTURAL MEMBERS WHICH MAY
CONFLICT WITH THE DESIGNED WALL LAYOUT AND/OR DESIGNED PLUMBING LOCATIONS BEFORE ANY
WALLS ARE CONSTRUCTED.
P. CONTRACTOR TO NOTIFY ARCHITECT OF LOCATIONS WHERE PENETRATIONS IN THE FLOOR MAY INTERSECT AND/OR INTERFERE WITH THE INTERGITY OF EXISTING CONCRETE JOISTS. WHERE MEP SYSTEMS CANNOT BE EASILY REROUTED WITHIN ALREADY DESIGNED WALLS, CEILINGS, OR CHASES, THE A/E TEAM WILL REVISE AND REISSUE DRAWINGS SO AS TO AVOID CONFLICTS WITH THE EXISTING
JOISTS.
GENERAL PLAN NOTES
AA
201918
BB
D
E
G
D
A
E
233 SF
EQUIPMENT
S304-01
STAIR
317 SF
NURSE
STATION
277 SF
ICU PATIENT
ROOM
285 SF
ICU PATIENT
ROOM
278 SF
ICU PATIENT
ROOM
54 SF
309A
WORKSTATIONS
98 SF
NOURISHMENT
95 SF
ANTE ROOM
106 SF
314B
ISO /
BARIATRIC
TLT
304 SF
314A
ISO /
BARIATRIC
ICU PATIENT
ROOM
49 SF
317A
PATIENT
TLT
52 SF
316A
PATIENT
TLT
17 SF
STATION
ALCOVE
17 SF
STATION
ALCOVE
CC
67 SF
ELEC
24 SF
EQUIPMENT
ALCOVE
314B
7A
6A
B2
AE311
D4
AE311
B5
AE311
D3
AE311
B5
AE312
B1
AE311
314A
W3
W3
10.40A
V F
Y
1/ 2"
A P
X
7/ 8"
'-1
1/
2" 6'
-5
/8
'-1
1/
8" 9'
-1
3/ 8"
VFY
3 1/2"
APX
6'-3 5/8" 3'-0" 9'-9 3/8" 2'-2"
APX
13'-4 3/4" VFY
3 1/2"
HOLD CLR
8'-0"
EDGE OF OVERHEAD
SOFFITS AT DASH LINES
LOCATIONS.
EDGE OF OVERHEAD
SOFFITS AT DASH LINES
LOCATIONS.
AE403
C5
AE402
C5
AE401
C5
/D5 AE100
1.15A
1.15C
1.15A
1.15A
1.15B
1.15A1.15A
1.15B
1.15C
1.15C
1.15B
1.15A
1.15B
1.15A1.15A
AE502
C5
AE502
C4
AE502
B5
AE501
C1 ________
AE501
C2
AE501
A2
AE502
C6
AE502
A3
AE502
D4
W3
W3
22.02A
AE502
B4
B B
B
B
B1
B
B1
B
B
B
B
C
C
B
+BD
X
C
C
B
B
B1
B1
B1
BA
BA
CABA
+BD
CA
XA CA
9.51
9.51
9.51
9.51
9.51
9.51
9.51
9.51
9.51 9.51
9.51
9.51
22.02A
6.41
6.41
6.46
6.41
6.41
6.41
9.51
1.15B
B4
AE312
+BD
ALIGN CLR WITH CORRIDOR
8'-0"
B3
AE312
B B
B
X
AE501
B2
C304-01
CORRIDOR
C304-01
CORRIDOR
C304-01
CORRIDOR
D5
AE312
1'-0"
A P
X
'-2
/8
A P
X C
LR
4' -3
/4
3'
-3
/2
BA
BA
B
B
BA
BA
BA
B1
BA
BA
BA
BA
D4
AE312
ALIGN WALL WITH
WDW JAMB
M
IN
2' -1
13'-4 7/8" 11" 8'-6 3/8"
VFY
3 1/2"
120°
150°
ALIGN
BA
BABA
BA
BA
+BA
+BA +BA
X
XA XAXA XA
X
XA
XA
X
X
X
X
X
X
X
X
XA
X
X
B
'-9
/8
9'
-1
/8
1' -8
/2
"11
6' -5
/8
APX
15'-6 3/4" VFY
3 1/2"
VFY
3 1/2" APX
10'-8 1/8" 8'-4 7/8"
APX
7'-11 1/4"
APX
7'-1 3/4"
APX
5 7/8"
VFY
3 1/2"
X XX
BA +BABA
XA
ALIGN
CL
4'-0 5/8"
4'-2 3/8"
B
3'-11 7/8"
1'-2"
BF
AA AA
AA
1' -2
/8
"A P
X
3' -6
/2
AE601
B3
AE601
B5
AE601
B3
AE601
B3
AE601
B3
AE601
B5
CLR
3'-8"
VFY
3 1/2"
APX
11'-3 1/8"
1'-8 3/8"
5 5/8"
2'-2" 4'-0 7/8" 2'-2" 1'-6 3/4" 14'-0"
VFY
7"
VFY
3 1/2"
'-6
/4
1'
-9
6' -7
/2
'-9
'-0
/8
A
P X
7/
8" V
F Y
1/
2"
APX
7'-11 1/4"
APX
7'-7 5/8" VFY
3 1/2"
EQ EQ
C L
4' -0
4'
-0
6"
4' -0
'-4
C L
2' -0
/4
6"
C L
2' -0
/4
2'
-1
1/ 2"
4' -7
2'
-3
/4
4' -0
6"
4' -0
2' -0
/4
6"2' -0
/4
VFY
3 1/2"
APX
6 3/4"
APX
18'-6 1/4" 2'-2"
APX
13'-4 3/4" VFY
3 1/2"
C L
4' -0
B
6' -1
5/
8"
1'-0"
D1
AE502
8.10B
1.05A
1.05B
B1
B
C
LR
3' -0
VFY
3 1/2"
6'-3 5/8"
3'-0"
APX
9'-9 3/8"
M
IN
1' -0
10.37
8.10C
8.10C
22.41
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
INDICATED THUS ON
CEILING PLANS
# RATING HEIGHT DESCRIPTION
A NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD, 5/8" GWB
AA NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD
AD NON-RATED TOW 6" AFC 5/8" GWB, 2 1/2" 20GA MTL STUD
B NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1 1-HOUR FIRE FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BA NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD
BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
C NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1 1-HOUR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
CA NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD
CB SMOKE-COR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
TYPICAL EXTERIOR FURRING
X NON-RATED FULL-HEIGHT 5/8" GWB, VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
XA NON-RATED FULL-HEIGHT VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
FINISH WALLS & COLUMN WRAPS
+A NON-RATED FULL-HEIGHT 5/8" GWB,
+BA NON-RATED FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BD NON-RATED TOW 6" AFC 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
MODIFIER (IF APPLICABLE)
FIRE RATING IN HOURS (IF APPLICABLE)
NOTE
1. FULL-HEIGHT = STRUCT BLW TO STRUCT ABV. SEE DETAILS FOR DEFLECTION GAPS & CHANNELS.
2. VB TO BE INSTALLED IN FURRING & FINISH WALLS AT EXT MASONRY OR CONCRETE WALLS. TIE INTO
EXISTING BARRIERS WHERE APPLICABLE.
3. SAFB TO NOT BE INSTALLED IN 2 1/2", OR SMALLER, STUD WALLS EXCEPT AT SHAFTS, STAIRWELLS, &
EXTERIOR WALLS.
WALL TYPES WALL TAG XX#
SEE SHEET
AE601 FOR
MORE INFO
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 7:
A
M
AE101
ARCHITECTURAL FLOOR PLAN - 3RD LEVEL -
AREA A
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 2 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.05A PAINT EXISTING DOOR FRAME PT-2
1.05B PAINT BOTH SIDES OF EXISTING HM DOOR PANEL PT-2
1.15A EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL.
1.15B EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL. REMOVE EXISTING
BLACKOUT FILM & CLEAN WINDOW.
1.15C EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL. APPLY BLACKOUT FILM
PER FACILITY STANDARD.
6.41 COUNTERTOP - SEE AI SHEETS.
6.46 SOLID SURFACE WRAP - SEE AI SHEETS.
8.10B REINSTALL WINDOW THAT WAS REMOVED FROM SPECIFIED LOCATION DURING DEMOLITION.
REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION AT THE WINDOW OPENING. REPAIR AND/OR
REPLACE FLASHING, WEATHER PROOFING, INSULATION, AND EXTERIOR FINISH AS NEEDED.
8.10C HOLLOW METAL WINDOW SYSTEM - SEE WDW LEGEND.
9.51 SOLID SURFACE WINDOW SILL - SEE SCHEDULE.
10.37 RESIN PANEL - SEE AI SHEETS.
10.40A SEMI-RECESSED WALL MOUNTED F.E.C. - SEE DETAILS.
22.02A SINGLE BASIN SINK - SEE PLUMBING & AI SHEETS.
22.41 EYEWASH STATION - SEE PLUMBING.
1/4" = 1'-0" D5
FLOOR PLAN - 3RD LEVEL - AREA A
PROCEEDING WITH THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. FREE-STANDING FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.
D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
E. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
F. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
G. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
H. PROVIDE BACKING FOR ALL TOILET ACCESSORIES, HANDRAILS, OR OTHER ITEMS ATTACHED TO
BUILDING WALLS.
I. INSTALL BLOCKING AS REQUIRED IN ALL PARTITIONS TO RECEIVE COUNTERS, SHELVING,
MARKERBOARDS, WALL MOUNTED MONITORS/TVS, COUNTERTOP SUPPORTS, ETC.
J. GYPSUM USED IN RESTROOMS SHALL BE WATER RESISTANT GYPSUM BOARD.
K. PROVIDE CONTROL JOINTS IN DRYWALL EVERY 30'-0".
L. ALL DIMENSIONS ARE TO OUTSIDE OF WALL FRAMING.
M. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
N. SEE SHEET AE601, ARCHITECTURAL SCHEDULES & ASSEMBLIES, FOR MORE INFORMATION
REGARDING DOORS, WINDOWS, AND WALL TYPES.
O. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY EXISTING STRUCTURAL MEMBERS WHICH MAY
CONFLICT WITH THE DESIGNED WALL LAYOUT AND/OR DESIGNED PLUMBING LOCATIONS BEFORE ANY
WALLS ARE CONSTRUCTED.
P. CONTRACTOR TO NOTIFY ARCHITECT OF LOCATIONS WHERE PENETRATIONS IN THE FLOOR MAY INTERSECT AND/OR INTERFERE WITH THE INTERGITY OF EXISTING CONCRETE JOISTS. WHERE MEP SYSTEMS CANNOT BE EASILY REROUTED WITHIN ALREADY DESIGNED WALLS, CEILINGS, OR CHASES, THE A/E TEAM WILL REVISE AND REISSUE DRAWINGS SO AS TO AVOID CONFLICTS WITH THE EXISTING
JOISTS.
GENERAL PLAN NOTES
RR
GG
M
KK
JJ
HH
F
D
A
E
S301-01
STAIR
NA
SEISMIC
TOWER B
NA
SHAFT B
P-7
ELEVATOR
S302-01
STAIR
71 SF
VISITOR TLT
180 SF
VISITOR
LOUNGE
140 SF
CONSULTATION
97 SF
STAFF
LOCKERS
57 SF
304A
STAFF TLT
57 SF
304B
STAFF TLT
186 SF
MULTI-PURPOSE
111 SF
CLEAN
UTILITY
189 SF
LOGISTICS
120 SF
MEDICATION
APX CLR
7'-0 3/4"
M A
T C
H E
X S
T C
LR
7' -0
/4
124 SF
SOILED
UTILITY
69 SF
HAC
171 SF
ICU
COMMAND
CENTER
51 SF
CLEAN
LINEN
49 SF
322A
PATIENT
TLT
276 SF
ICU PATIENT
ROOM
285 SF
ICU PATIENT
ROOM
49 SF
319A
PATIENT
TLT
317 SF
NURSE
STATION
35 SF
EQUIPMENT
ALCOVE
8 SF
STATION
ALCOVEC302-01
CORRIDOR
ELEVATOR
LOBBY
C303-01
CORRIDOR
C304-01
CORRIDOR
23 SF
ELEC
242 SF
MED/SURG
PATIENT
ROOM
85 SF
303A
PATIENT
TLT
38 SF
EQUIPMENT
ALCOVE
4A
4B
9A
2A
D1
AE311
B3
AE311
B2
AE311
B4
AE311
D2
AE311
B5
AE312
W3
W3
10.40A
EQ EQ
HOLD CLR
8'-0"
1'-7 1/4" 15'-8 3/4"
EDGE OF OVERHEAD
SOFFITS AT DASH
LINES LOCATIONS.
EDGE OF OVERHEAD
SOFFITS AT DASH LINES
LOCATIONS.
11'-8 3/4" 11'-3 5/8"
3 1/2"
7' -6
5'
-1 0"
6' -7
/8
V
F Y
1/
2"
2' -3
/4
VFY
3 1/2"
APX
12'-2 3/8"
1'
M
IN
8"
A P
X
5' -1
3/
8" V
F Y
1/
2"
AE411
B3
AE405
C5
AE404
C5
AE406
C5
D5
AE311
/D5 AE100
1.15A 1.15A
1.15A
1.15A 1.15A
1.15A
1.15C
1.15A
1.15C
1.15C
1.15B
1.15A
1.15B
AE501
D1
AE502
A4
AE502
A5
C
LR
2' -6
M
IN
6.41
6.41
6.41
6.46
9.51
BC
BC
BC
AD
B
C1
BC
B
B1
AD
B1 B1
B1S
BS1
B1S
B +A
+A
B1
B1
B
B
AA
B
B
B
B
B
+BA
BA
B
B
C
C
B
B
B
+BA
CA
AA AA
+BD
+BD
BA
CA
BF
C1
BC
BA
9.51
9.51
1.15A
9.51
9.51
9.51 9.51
9.51
+BA
2'-2"
A P
X C
LR
3' -1
7/
8"
VFY
3 1/2"
APX
6 3/4"
APX
18'-6 1/4" 2'-2"
APX
13'-4 3/4" VFY
3 1/2"
+BA
B B
ADJUST FURRING AS NEED TO ALIGN
WITH PARTITIONS ON OPPOSITE
SIDE OF CORRIDOR.
B4
AE312
9.51
9.51
1.15C
1.15A
1.15A
C302-01
303A
+BD
+BA
BB
BB
BB
W3
APX
9'-0 7/8" 8'-0 1/8" 2'-2 5/8"
V F
Y
1/ 2"
6' -6
/8
8'
-1
/8
BABA
B
B
+BA
1.10A
AE411
D3
10 3/8" 8'-9 3/8" 8'-0" 13'-10 1/8"
APX
8'-11 3/8"
B
1'-0" MIN CLR
B3
AE312
AE411
B5
BC
BC
B
B
CA
BA
+BA
APX
7'-11 1/4"
APX
7'-7 5/8"
3 1/2"
AA
BA
BA
AE502
D3
AE502
C3
AE502
A2
AE502
B2
AE411
D5
AE502
C2
22.02A
B
1' -7
/8
A
P X
4' -7
/8
8'
-2
/2
BA
BA
B1S
B1S
9'-6 5/8" 6'-6 3/8"
135°
135°
BB
BB
14'-8 1/2"
APX
9'-6 7/8"
+BD B
B1B1B1
BS1
B
BA
B1BA
B
BA
BA
BA
+BA
BC
B1
AE312
B2
AE312
D2
AE312
D3
AE312
9.51 9.51
22.31
22.44
APX
2'-5 1/2" 2'-0"
D1
AE312
5'-3 1/2" 3'-1"
AE502
C1
ADJACENT BUILDING
BA BA BA BA
BA
X
X
X
X
XA
X
X
X
XA
X
X
XA
X
X
XA
XA
XXXAX
XA
X
XA
BA
BA
XAXA X XAXA
X
+BABA
X X
BA +BA
X X
BA
+BA
+BAAA
V F
Y
1/ 2"
A P
X
'-8
/4
A P
X
7' -5
/8
1'
-5
A P
X
'-6
/8
V
F Y
1/
2"
BA
4'-0" MIN CLR
4'-0 1/4"
ALIGN WALL WITH WDW
JAMB UNLESS MIN CLR
IS NOT POSSIBLE.
7'-9" 11"11" 7'-9"
ALIGN
+BA
ALIGN
BA
BA
1' -2
APX
6'-2 1/4"
1' -7
/8
"5' -4
/8
7'
-1
3/ 8"
16'-1"
CL
6'-10 3/4" 5'-1 3/8" 3'-0 1/4"
APX
3'-9 3/8"
1'
M
IN
2' -8
/8
APX
3'-9 1/4" E
Q E
Q
BA
BA
7'-5 5/8" 4'-3 1/8"
C L
7' -9
HOLD CLR
8'-0"
AE601
B3
V F
Y
AE502
A5
AE502
A5
AE601
B3
AE502
A5
AE601
B3
AE601
B5
AE601
B3
AE502
B3
AE502
B3
AE502
B3
+BD
AE601
B5
AE601
B5
AE601
B5
9.51
9.51
2'-5 3/8"
1/
2"
7/
8" 6"
'-0
/8
6'
-1
1/ 4"
1' -1
/8
'-4
/8
6'
-1
1/ 4"
'-1
1/
2" A
P X
7/
8"
V F
Y
1/ 2"
2' -0
EQ EQ
C L
7' -9
2' -3
/4
C
L
2' -0
/4
2'
-0
/4
A P
X
5' -6
/8
A P
X
5' -8
/8
4'
-0
CL
1'-7 5/8" 4'-10 3/4"
TELEMETRY
C301-01
CORRIDOR
NO NEW ARCHITECTURAL CONSTRUCTION OR
DEMOLITION WEST OF DASHED LINE. WORK
WEST OF PROJECT AREA IS AT CEILINGS ONLY -
SEE DEMO RCPS AND MEP DRAWINGS.
HAC
8.10B 8.10B
EQ EQ
AE501
C5
AE501
B5
1.05A
1.05B
10.37
8.10C
8.10C
8.10C
ADJUST FURRING
LOCATION AS NEEDED
TO ENCLOSE EXST PIPE.
M
IN
1' -6
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
INDICATED THUS ON
CEILING PLANS
# RATING HEIGHT DESCRIPTION
A NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD, 5/8" GWB
AA NON-RATED FULL-HEIGHT 5/8" GWB, 2 1/2" 20GA MTL STUD
AD NON-RATED TOW 6" AFC 5/8" GWB, 2 1/2" 20GA MTL STUD
B NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1 1-HOUR FIRE FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
B1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BA NON-RATED FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD
BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 3 5/8" 20GA MTL STUD, 5/8" GWB
C NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1 1-HOUR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
C1S 1-HOUR F&S FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
CA NON-RATED FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD
CB SMOKE-COR FULL-HEIGHT 5/8" GWB, 6" 20GA MTL STUD, 5/8" GWB
TYPICAL EXTERIOR FURRING
X NON-RATED FULL-HEIGHT 5/8" GWB, VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
XA NON-RATED FULL-HEIGHT VB, 2 1/2" 20 GA MTL STUD, 1" RIGID INSULATION
FINISH WALLS & COLUMN WRAPS
+A NON-RATED FULL-HEIGHT 5/8" GWB,
+BA NON-RATED FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BB SMOKE-COR FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BC SMOKE-HAZ FULL-HEIGHT 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
+BD NON-RATED TOW 6" AFC 5/8" GWB, 1 5/8" MTL STUD, EXST OR OTHER WALL
MODIFIER (IF APPLICABLE)
FIRE RATING IN HOURS (IF APPLICABLE)
NOTE
1. FULL-HEIGHT = STRUCT BLW TO STRUCT ABV. SEE DETAILS FOR DEFLECTION GAPS & CHANNELS.
2. VB TO BE INSTALLED IN FURRING & FINISH WALLS AT EXT MASONRY OR CONCRETE WALLS. TIE INTO
EXISTING BARRIERS WHERE APPLICABLE.
3. SAFB TO NOT BE INSTALLED IN 2 1/2", OR SMALLER, STUD WALLS EXCEPT AT SHAFTS, STAIRWELLS, &
EXTERIOR WALLS.
WALL TYPES WALL TAG XX#
SEE SHEET
AE601 FOR
MORE INFO
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 7:
A
M
AE102
ARCHITECTURAL FLOOR PLAN - 3RD LEVEL -
AREA B
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 3 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.05A PAINT EXISTING DOOR FRAME PT-2
1.05B PAINT BOTH SIDES OF EXISTING HM DOOR PANEL PT-2
1.10A EXISTING EXPANSION JOINT. FLOOR AND ROOF STRUCTURE ASSEMBLY TO REMAIN AS IS.
DAMAGED SEALANT AND/OR MORTAR EXPOSED BY CONSTRUCTION TO BE PATCHED OR
REPLACED. NEW CEILING AND/OR WALL ASSEMBLIES AT JOINT TO BE CONSTRUCTED
ACCORDING TO PROVIDED DETAILS.
1.15A EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL.
1.15B EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL. REMOVE EXISTING
BLACKOUT FILM & CLEAN WINDOW.
1.15C EXISTING WINDOW. REMOVE EXISTING INTERIOR SEALANT & RESEAL. APPLY BLACKOUT FILM
PER FACILITY STANDARD.
6.41 COUNTERTOP - SEE AI SHEETS.
6.46 SOLID SURFACE WRAP - SEE AI SHEETS.
8.10B REINSTALL WINDOW THAT WAS REMOVED FROM SPECIFIED LOCATION DURING DEMOLITION.
REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION AT THE WINDOW OPENING. REPAIR AND/OR
REPLACE FLASHING, WEATHER PROOFING, INSULATION, AND EXTERIOR FINISH AS NEEDED.
8.10C HOLLOW METAL WINDOW SYSTEM - SEE WDW LEGEND.
9.51 SOLID SURFACE WINDOW SILL - SEE SCHEDULE.
10.37 RESIN PANEL - SEE AI SHEETS.
10.40A SEMI-RECESSED WALL MOUNTED F.E.C. - SEE DETAILS.
22.02A SINGLE BASIN SINK - SEE PLUMBING & AI SHEETS.
22.31 MOP SINK - SEE PLUMBING.
22.44 WALL MOUNTED CLINICAL SERVICE SINK W/ LEFT SIDE FLUSH ROD - SEE PLUMBING.
1/4" = 1'-0" D5
FLOOR PLAN - 3RD LEVEL - AREA B
ID
S
AT
F
F
F
D
D
D
D
D
D
F
FS
AT
AT
S
AT
AT
AT
ATAT
S
AT
AT
AT
F
S
AT CC
AT AT
AT
AT
F
ATAT
F
SAT
C
S AT AT F
S
AT AT
AT
AT
TV
D
T V
TV
T V
TV
TV
TV
T V
T V
T V
T V
AC
AC
A C
A C
A C
A C
A C
AC
AC
AC
C
C
C
C
C
S
TV
DO
S
S
S
S
S
S
SS
S
S S
S
S
A. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND THE OWNER BEFORE PROCEEDING WITH ALL
THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. ALL ITEMS INSTALLED IN CEILINGS ARE TO BE CENTERED AND/OR SYMMETRICAL ON THE CENTERLINE
OF ROOMS AND CENTERED IN TILES UON.
D. INSTALL ALL WALL MOUNTED EXIT SIGNS AND OTHER FIXTURES CENTERED ABOVE OPENINGS WHERE
POSSIBLE.
E. REFLECTED CEILING PLANS SHOW LOCATIONS OF ITEMS THAT ARE ARCHITECTURALLY SIGNIFICANT
ONLY. MECHANICAL AND ELECTRICAL ITEMS INDICATED ARE FOR REFERENCE ONLY. REFER TO
MECHANICAL AND ELECTRICAL DOCUMENTS.
F. GYPSUM USED IN RESTROOM AND OTHER AREAS EXPOSED TO MOISTURE SHALL BE WATER
RESISTANT GYPSUM BOARD.
G. VA STANDARD CEILING HEIGHT REQUIREMENTS NOT MET. CONFIRM EXEMPTION REQUEST HAS BEEN
APPROVED BY FACILITY COR.
H. ALL ACCESS PANELS TO BE PAINTED COLOR AND SHEEN OF ADJACENT CEILING FINISH.
I. WHERE DAMAGED AS RESULT OF DEMOLITON WORK AND/OR INSTALLATION OF NEW MEP SYSTEMS, CONTRACTOR IS TO REPLACE EXISTING CEILING TILE AND/OR SUSPENDED CEILING GRIDS.
J. CONTRACTOR TO NOTIFY THE COR & ARCHITECT IF CEILING MOUNTED FIXTURES, AND/OR
EQUIPMENT, WILL OBSTRUCT THE VIEW OF EXIT SIGNAGE. CONTRACTOR, COR, & A/E TEAM TO
REVIEW AND COORDINATE RESOLUTION.
GENERAL REFLECTED CEILING PLAN NOTES
AE111
D5
AE112
D5
S301-01
STAIR
P-2
ELEVATOR
OXYGEN
STORAGE
OFFICE
PHARMACY
LOGISTICS
NOURISHMENT
339A
ELEC
NURSE
MANAGER
S303-01
STAIR
PATIENT
BEDROOM
342A
BATH
PATIENT
BEDROOM
344A
BATH
343A
BATH
PATIENT
BEDROOM
NURSES
STATION
345B
CLEAN
LINEN
345C
SOILED
LINEN
345A
LOCKER
345D
STAFF RR
345E
STORAGE
345F
CORRIDOR
345G
JANITOR
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ICU
BEDROOM
ANTE
ICU
BEDROOM
NURSES
STATION
C306-01
CORRIDOR
ICU
BEDROOM
STAFF
LOCKER
SOILED
UTILITY
ELEC
HAC
C305-01
CORRIDOR
C305-01
CORRIDOR
C307-01
CORRIDOR
PATIENT
BEDROOM
361A
BATH
PATIENT
BEDROOM
PATIENT
BEDROOM
362A
BATH
363A
BATH
C307-01
CORRIDOR
340A
CLOSET
NA
SEISMIC
TOWER A
NA
SEISMIC
TOWER B
NA
SHAFT B
NA
SHAFT A
S305-01
STAIR
P-7
ELEVATOR
S302-01
STAIR
P-1
ELEVATOR
S304-01
STAIR
NURSES
STATION
NURSES
STATION
304B
STAFF TLT
STAFF
LOCKERS
LOGISTICS
CLEAN
UTILITY
SOILED
UTILITY
CLEAN
LINEN
NOURISHMENT
EQUIPMENT
309A
WORKSTATIONS
ELEC
CONSULTATION
VISITOR
LOUNGE
VISITOR TLT
MEDICATION
304A
STAFF TLT
MULTI-PURPOSE
ICU
COMMAND
CENTER
HAC
NURSE
STATION
E Q
U
IP
M E
N T
A
LC
O V
E
314A
ISO /
BARIATRIC
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ANTE ROOM
314B
ISO /
BARIATRIC
TLT
316A
PATIENT
TLT
317A
PATIENT
TLT
319A
PATIENT
TLT
322A
PATIENT
TLT
C301-01
CORRIDOR
ELEC
STATION
ALCOVE
STATION
ALCOVE
ELEVATOR
LOBBY
C302-01
CORRIDOR
C
3-
C O
R R
ID
O
R
C
4-
C O
R R
ID
O
R
C304-01
CORRIDOR
EQUIPMENT
ALCOVE
E Q
U
IP
M E
N T
A
LC
O V
E
MED/SURG
PATIENT
ROOM
303A
PATIENT
TLT
STATION
ALCOVE
B6
AE301
B2
AE301
D6
AE301
C
4-
C O
R R
ID
O
R
1.10A1.10A
ADJACENT BUILDING
NO NEW ARCHITECTURAL CONSTRUCTION OR
DEMOLITION WEST OF DASHED LINE. WORK
WEST OF PROJECT AREA IS AT CEILINGS ONLY -
SEE DEMO RCPS AND MEP DRAWINGS.
PATIENT
BEDROOM
364A
BATH
RECEPTION
/ NURSES
STATION
301A
WORK AREA
TELEMETRY
LOCKER
C301-01
CORRIDOR
C301-01
CORRIDOR
HAC
KEY PLAN - FLOOR - OVERALL
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
CEILING ACCESS PANEL
2X4 FLUORESCENT FIXTURE
2X2 FLUORESCENT FIXTURE
CEILING HEIGHT
RECESSED CAN FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
X'-X"
WIRELESS ACCESS POINT
AT ANTENNA
DOME LIGHT
AC ACCESS CONTROLLED DOOR
D
F HORN/ STROBE
TV ROUGH-IN TELEVISION OUTLET
SECURITY CAMERAC
CEILING SPEAKERS
EXIT SIGN
NOTE
A. REFERENCE MECHANICAL & ELECTRICAL DRAWINGS FOR SYMBOLS NOT SHOWN HERE.
RCP SYMBOLS & MATERIALS LEGEND
GYPSUM CEILING
(GWB)
2X2 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
2X4 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
X.XX KEYNOTE - SEE SCHEDULE
OR
RECESSED LINEAR LIGHT
VANITY LIGHTOR
OR
OR
OR
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 8:
A
M
AE110
REFLECTED CEILING PLAN - 3RD LEVEL -
OVERALL
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 4 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.10A EXISTING EXPANSION JOINT. FLOOR AND ROOF STRUCTURE ASSEMBLY TO REMAIN AS IS.
DAMAGED SEALANT AND/OR MORTAR EXPOSED BY CONSTRUCTION TO BE PATCHED OR
REPLACED. NEW CEILING AND/OR WALL ASSEMBLIES AT JOINT TO BE CONSTRUCTED
ACCORDING TO PROVIDED DETAILS.
1/8" = 1'-0" D5
REFLECTED CEILING PLAN - 3RD LEVEL -
OVERALL
F
D
D
D
D
FS
AT
AT
S
AT
AT
AT
ATAT
S
AT
AT
AT
TV
TV
T V
T V
T V
T V
AC
AC
A C
C
C
S
S
S
A. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND THE OWNER BEFORE PROCEEDING WITH ALL
THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. ALL ITEMS INSTALLED IN CEILINGS ARE TO BE CENTERED AND/OR SYMMETRICAL ON THE CENTERLINE
OF ROOMS AND CENTERED IN TILES UON.
D. INSTALL ALL WALL MOUNTED EXIT SIGNS AND OTHER FIXTURES CENTERED ABOVE OPENINGS WHERE
POSSIBLE.
E. REFLECTED CEILING PLANS SHOW LOCATIONS OF ITEMS THAT ARE ARCHITECTURALLY SIGNIFICANT
ONLY. MECHANICAL AND ELECTRICAL ITEMS INDICATED ARE FOR REFERENCE ONLY. REFER TO
MECHANICAL AND ELECTRICAL DOCUMENTS.
F. GYPSUM USED IN RESTROOM AND OTHER AREAS EXPOSED TO MOISTURE SHALL BE WATER
RESISTANT GYPSUM BOARD.
G. VA STANDARD CEILING HEIGHT REQUIREMENTS NOT MET. CONFIRM EXEMPTION REQUEST HAS BEEN
APPROVED BY FACILITY COR.
H. ALL ACCESS PANELS TO BE PAINTED COLOR AND SHEEN OF ADJACENT CEILING FINISH.
I. WHERE DAMAGED AS RESULT OF DEMOLITON WORK AND/OR INSTALLATION OF NEW MEP SYSTEMS, CONTRACTOR IS TO REPLACE EXISTING CEILING TILE AND/OR SUSPENDED CEILING GRIDS.
J. CONTRACTOR TO NOTIFY THE COR & ARCHITECT IF CEILING MOUNTED FIXTURES, AND/OR
EQUIPMENT, WILL OBSTRUCT THE VIEW OF EXIT SIGNAGE. CONTRACTOR, COR, & A/E TEAM TO
REVIEW AND COORDINATE RESOLUTION.
GENERAL REFLECTED CEILING PLAN NOTES
D
A
E
S304-01
STAIR
NOURISHMENT
EQUIPMENT
309A
WORKSTATIONS
ELEC
NURSE
STATION
314A
ISO /
BARIATRIC
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ICU PATIENT
ROOM
ANTE ROOM
314B
ISO /
BARIATRIC
TLT
316A
PATIENT
TLT
317A
PATIENT
TLT
STATION
ALCOVE
STATION
ALCOVE
C304-01
CORRIDOR
C304-01
CORRIDOR
EQUIPMENT
ALCOVE
C304-01
CORRIDOR
B2
AE311
D4
AE311
B5
AE311
D3
AE311
B5
AE312
B1
AE311
9.25
9.25
9.25
3'-0"
2'-2"
2'-2"
/D5 AE110
B4
AE312
10.36
10.36
10.36
10.36
10.36
10.3610.36
10.36
10.36
10.36
10.36
10.36
B3
AE312
A4
AE501
D5
AE312
9.25
9.25
9.25
9.25
9.25
8'-4 7/8" 2'-0" 8'-0"
10.37
9.25
D4
AE312
TYP
1'-4"
TYP
1'-4"
TYP
1'-4"
T Y
P 1"
TYP
1"
AE401
C2
AE402
C2
AE403
C2
3' -2
/2
9.21
9.21
9.21
9.21
9.26
9.26
9.26
T Y
P
1' -4
C3
AE501
9.21
4 7/8"
2'-0"
7' - 10"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
9.25
7' - 10"
9.21
7' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 6"
8' - 0"
7' - 4"
8' - 0"
8' - 0"
7' - 6"
10.36
7' - 10"
9.26
9.26
9.25
9.25
8' - 0"
PT-5
PT-6
PT-4
PT-5
9.20A
9.25
7' - 10"
9.26
3'-0"
PT-6
9.26
6.36
6.36
6.36
6.36
6.36
6.36
6.36
6.36
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
CEILING ACCESS PANEL
2X4 FLUORESCENT FIXTURE
2X2 FLUORESCENT FIXTURE
CEILING HEIGHT
RECESSED CAN FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
X'-X"
WIRELESS ACCESS POINT
AT ANTENNA
DOME LIGHT
AC ACCESS CONTROLLED DOOR
D
F HORN/ STROBE
TV ROUGH-IN TELEVISION OUTLET
SECURITY CAMERAC
CEILING SPEAKERS
EXIT SIGN
NOTE
A. REFERENCE MECHANICAL & ELECTRICAL DRAWINGS FOR SYMBOLS NOT SHOWN HERE.
RCP SYMBOLS & MATERIALS LEGEND
GYPSUM CEILING
(GWB)
2X2 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
2X4 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
X.XX KEYNOTE - SEE SCHEDULE
OR
RECESSED LINEAR LIGHT
VANITY LIGHTOR
OR
OR
OR
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 8:
A
M
AE111
REFLECTED CEILING PLAN - 3RD LEVEL -
AREA A
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 5 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
6.36 VERTICAL GWB EXPANSION JOINT.
9.20A 5/8" GYPSUM BOARD, TYPE "C"
9.21 SUSPENDED CEILING TILE - SEE RCP.
9.25 GWB SOFFIT WALL - SEE DETAILS.
9.26 GWB & MTL STUD CEILING - SEE RCP.
10.36 WINDOW ROLLER SHADE - SEE SCHEDULE.
10.37 RESIN PANEL - SEE AI SHEETS.
1/4" = 1'-0" D5
REFLECTED CEILING PLAN - 3RD LEVEL - AREA A
ID
S
AT
F
F
F
D
D
D
F
AT
AT
F
S
AT CC
AT AT
AT
AT
F
ATAT
F
SAT
C
S AT AT F
S
AT AT
AT
AT
TV
D
T V
TV
T V
TV
T V
A C
A C
A C
A C
AC
AC
AC
C
C
C
S
TV
DO
S
S
S
S
S
SS
S
S S
A. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS AND THE OWNER BEFORE PROCEEDING WITH ALL
THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. ALL ITEMS INSTALLED IN CEILINGS ARE TO BE CENTERED AND/OR SYMMETRICAL ON THE CENTERLINE
OF ROOMS AND CENTERED IN TILES UON.
D. INSTALL ALL WALL MOUNTED EXIT SIGNS AND OTHER FIXTURES CENTERED ABOVE OPENINGS WHERE
POSSIBLE.
E. REFLECTED CEILING PLANS SHOW LOCATIONS OF ITEMS THAT ARE ARCHITECTURALLY SIGNIFICANT
ONLY. MECHANICAL AND ELECTRICAL ITEMS INDICATED ARE FOR REFERENCE ONLY. REFER TO
MECHANICAL AND ELECTRICAL DOCUMENTS.
F. GYPSUM USED IN RESTROOM AND OTHER AREAS EXPOSED TO MOISTURE SHALL BE WATER
RESISTANT GYPSUM BOARD.
G. VA STANDARD CEILING HEIGHT REQUIREMENTS NOT MET. CONFIRM EXEMPTION REQUEST HAS BEEN
APPROVED BY FACILITY COR.
H. ALL ACCESS PANELS TO BE PAINTED COLOR AND SHEEN OF ADJACENT CEILING FINISH.
I. WHERE DAMAGED AS RESULT OF DEMOLITON WORK AND/OR INSTALLATION OF NEW MEP SYSTEMS, CONTRACTOR IS TO REPLACE EXISTING CEILING TILE AND/OR SUSPENDED CEILING GRIDS.
J. CONTRACTOR TO NOTIFY THE COR & ARCHITECT IF CEILING MOUNTED FIXTURES, AND/OR
EQUIPMENT, WILL OBSTRUCT THE VIEW OF EXIT SIGNAGE. CONTRACTOR, COR, & A/E TEAM TO
REVIEW AND COORDINATE RESOLUTION.
GENERAL REFLECTED CEILING PLAN NOTES
D
A
E
S301-01
STAIR
NA
SEISMIC
TOWER B
NA
SHAFT B
P-7
ELEVATOR
S302-01
STAIR
304B
STAFF TLT
STAFF
LOCKERS
LOGISTICS
CLEAN
UTILITY
SOILED
UTILITY
CLEAN
LINEN
CONSULTATION
VISITOR
LOUNGE
VISITOR TLT
MEDICATION
304A
STAFF TLT
MULTI-PURPOSE
ICU
COMMAND
CENTER
HAC
NURSE
STATION
EQUIPMENT
ALCOVE
ICU PATIENT
ROOM
ICU PATIENT
ROOM
319A
PATIENT
TLT
322A
PATIENT
TLT
C301-01
CORRIDOR
ELEC
STATION
ALCOVE
ELEVATOR
LOBBY
C302-01
CORRIDOR
C303-01
CORRIDOR
EQUIPMENT
ALCOVE
MED/SURG
PATIENT
ROOM
303A
PATIENT
TLT
STATION
ALCOVE
C304-01
CORRIDOR
D1
AE311
B3
AE311
B2
AE311
B4
AE311
D2
AE311
9.25
9.25
9.25
9.25
B5
AE312
C6
AE503
2'-2"
TYP
4 7/8"
D5
AE311
/D5 AE110
B4
AE312
10.36
10.36
10.36
10.36
10.36
10.36
10.36
10.3610.36
10.36
10.3610.36
9.25
C3
AE501
1.10A
B3
AE312
10.37
9.25
9.25
9.25
A P
X
4' -8
/8
9.25
B1
AE312
B2
AE312
D2
AE312
D3
AE312
TYP
1'-4"
10.3610.36
AE404
C2
AE405
C2
AE406
C2
APX
3'-8 3/8"
TYP
2'-0"
8.04C
8.04C 8.04C
8.04C
8.04C
9.21
9.21
9.21
9.26 9.26
9.21 9.21
9.219.26 9.26
9.21
9.21
9.21
9.21
9.21
9.21
9.26
9.26
9.21
9.21
9.21
9.26
9.26
9.26
9.21
9.21
D1
AE312
ADJACENT BUILDING
7/
8"
4 7/8"
C3
AE501
C3
AE501
C3
AE501
APX
3'-6"
APX
3'-6"
6"
EQ EQ
9.20A
ALIGN
ALIGN
ALIGN
NO NEW ARCHITECTURAL CONSTRUCTION OR
DEMOLITION WEST OF DASHED LINE. WORK
WEST OF PROJECT AREA IS AT CEILINGS ONLY -
SEE DEMO RCPS AND MEP DRAWINGS.
TELEMETRY
C301-01
CORRIDOR
HAC
C302-01
CORRIDOR
7' - 6"7' - 10"
7' - 4"
7' - 4"
8' - 0"
8' - 0"
8' - 0" 8' - 0"
8' - 0"
8' - 0" 8' - 0"
8' - 0" 8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 6"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
8' - 0"
7' - 10"
7' - 10"
7' - 0"
7' - 10"
8' - 0"
7' - 0"
4 7/8"
2'-0"
8' - 0"
7' - 6"
9.26
A P
X
1' -7
/8
9.26
ALIGN
8.04C
8.04C
ALIGN
8' - 0"
PT-5
PT-6
PT-5
PT-5
PT-6E
PT-6
PT-6
PT-6E PT-6E
PT-6E
PT-6E
PT-5
4 7/8"
7' - 10"
9.25
9.20A
7' - 6"
6.36
6.36
6.36
6.366.36
6.36
6.36
6.36
6.366.36
6.36
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
CEILING ACCESS PANEL
2X4 FLUORESCENT FIXTURE
2X2 FLUORESCENT FIXTURE
CEILING HEIGHT
RECESSED CAN FIXTURE
RETURN AIR GRILLE
SUPPLY AIR GRILLE
X'-X"
WIRELESS ACCESS POINT
AT ANTENNA
DOME LIGHT
AC ACCESS CONTROLLED DOOR
D
F HORN/ STROBE
TV ROUGH-IN TELEVISION OUTLET
SECURITY CAMERAC
CEILING SPEAKERS
EXIT SIGN
NOTE
A. REFERENCE MECHANICAL & ELECTRICAL DRAWINGS FOR SYMBOLS NOT SHOWN HERE.
RCP SYMBOLS & MATERIALS LEGEND
GYPSUM CEILING
(GWB)
2X2 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
2X4 SUSPENDED
ACOUSTICAL TILE
CEILING (SAT)
X.XX KEYNOTE - SEE SCHEDULE
OR
RECESSED LINEAR LIGHT
VANITY LIGHTOR
OR
OR
OR
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 8:
A
M
AE112
REFLECTED CEILING PLAN - 3RD LEVEL -
AREA B
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 6 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.10A EXISTING EXPANSION JOINT. FLOOR AND ROOF STRUCTURE ASSEMBLY TO REMAIN AS IS.
DAMAGED SEALANT AND/OR MORTAR EXPOSED BY CONSTRUCTION TO BE PATCHED OR
REPLACED. NEW CEILING AND/OR WALL ASSEMBLIES AT JOINT TO BE CONSTRUCTED
ACCORDING TO PROVIDED DETAILS.
6.36 VERTICAL GWB EXPANSION JOINT.
8.04C 2X2 CEILING MOUNTED ACCESS PANEL
9.20A 5/8" GYPSUM BOARD, TYPE "C"
9.21 SUSPENDED CEILING TILE - SEE RCP.
9.25 GWB SOFFIT WALL - SEE DETAILS.
9.26 GWB & MTL STUD CEILING - SEE RCP.
10.36 WINDOW ROLLER SHADE - SEE SCHEDULE.
10.37 RESIN PANEL - SEE AI SHEETS.
1/4" = 1'-0" D5
REFLECTED CEILING PLAN - 3RD LEVEL - AREA B
PROCEEDING WITH THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. PROVIDE SEALANT AT ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS, TRANSITIONS, AND ACCORDING TO INDUSTRY STANDARDS AND MANUFACTURER'S SPECIFICATIONS.
D. CONTRACTOR MUST PROVIDE PROTECTION FOR ROOF MEMBRANE & RELATED COMPONENTS DURING
ALL PHASES OF ROOF & PENTHOUSE CONSTRUCTION.
E. ANY DAMAGE TO THE EXISTING ROOF MEMBRANE, CAUSED BY OR DISCOVERED DURING
CONSTRUCTION, MUST BE IMMEDIATELY COMMUNICATED TO THE OWNER & ARCHITECT.
F. FASTEN PENTHOUSE GUARDRAILS TO EXTERIOR FACE OF EXISTING PENTHOUSE.
GENERAL ROOF NOTES
AA
RR
BB
DD
EE
GG
MM
KK
JJ
HH
FF
17151211109743
5 8 13 16
CC
8'
-6
232'-6"
8'
-6
'-6
'-8
8' -6
'-8
'-8
'-0
'-1
0" 9'
-2
'-6
16'-0 1/2" 20'-5 1/2" 24'-9" 110'-0" 24'-9" 20'-5 1/2" 16'-0 1/2"
'-6
'-8
8' -6
'-8
'-8
'-0
'-1
0" 9'
-2
'-6
16'-0 1/2" 20'-5 1/2" 10'-7" 10'-9" 10'-9" 9'-11" 20'-0" 11'-8" 12'-2" 11'-8" 20'-0" 9'-11" 10'-9" 10'-9" 10'-7" 20'-5 1/2" 16'-0 1/2"
'-3
8'
-3
'-3
8'
-3
5' -0
5' -0
'-6
'-6
'-6
9'
-2
'-6
'-6
9'
-2
'-6
'-6
9'
-2
'-6
B6
AE301
B2
AE301
D6
AE301
1.03
1.03
1.03
1.03
1.03
1.03
1.03
1.03
23.01
23.01
23.01
23.01
ADJACENT BUILDING
5.41
2'-6" 10'-0" 2'-6" 2'-6"
A P
X
'-5
/8
'-0
1.03
5.43B
5.43B
APX GUARDRAIL LENGTH
21'-8 1/2"
A P
X G
U A
R D
R A
IL
L
E N
G T
H
'-4
/8
A P
X G
U A
R D
R A
IL
L
E N
G T
H
'-4
/8
5.43B
5.43B
5.43B
5.43B
8'-0" 6'-0"
3'-0"
5.43B
5.43B
5.43B
5.43B
5.43B
5.43B
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
SCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMAHA, NE 68134
(402) 991-5520
NATHAN BOWMAN (MECH & PUMB)
MAY ALEXANDER (ELEC)
BSE ENGINEERS
11320 WEST 79TH STREET
LENEXA, KS 66214
(913) 492-7400
KEVIN BOEHRINGER (STRUCT)
C :\U se rs
\K .K ue pe r\D oc um en ts \2
2_ M ar io n V
A _R en ov at e
3B _k yl ek
9D U
H U
.rv t
9/
/2
:4 8:
A
M
AE130
ARCHITECTURAL ROOF PLAN - OVERALL
STONE / HFG ARCHITECTURE
600 EAST 7TH ST & 330 N. MEAD
SIOUX FALLS, SD 57103 & WICHITA, KS 67202
(605) 271-1144 & (316) 262-2500
BEAU FEY (ARCH) & WAYNE BONGARTZ (PM)
RENOVATE PATIENT WARD 3B
FOR PATIENT PRIVACY AND
INTENSIVE CARE
MARION IL
BLDG #001
WESLEY PINKS
09/20/2024 BF/WB/SS KK/AB/AW
SGA #231942
VA #657A5-23-110
FINAL BID DOCUMENTS
ARCH SHEET: 7 OF 26
KEYNOTES
KEY VALUE KEYNOTE TEXT
1.03 2X2 ROOF WALKPADS
5.41 PAINTED METAL LADDER.
5.43B 3'-6" HIGH PAINTED METAL GUARDRAIL. HORIZONTAL RAILS TO BE POSITIONED AT 1'-0" INCREMENTS FROM THE TOP RAIL. RAILS & BALUSTERS TO BE A MINIMUM OF 1 1/2" IN DIAMETER.
COLOR TO MATCH NEWEST EXISTING GUARDRAILS AT SURROUNDING ROOF/PENTHOUSES.
23.01 MECH ELEMENT - SEE MECH.
1/8" = 1'-0" D5
ROOF PLAN - OVERALL
PROCEEDING WITH THE WORK.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. FREE-STANDING FURNITURE IS PROVIDED AND INSTALLED BY OTHERS.
D. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE THE
DRAWINGS.
E. CONTRACTOR & SUBCONTRACTORS TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE.
F. ALL MATERIALS & EQUIPMENT SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
G. DETAILS SHOWN ARE TYPICAL UON. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS.
H. PROVIDE BACKING FOR ALL TOILET ACCESSORIES, HANDRAILS, OR OTHER ITEMS ATTACHED TO
BUILDING WALLS.
I. INSTALL BLOCKING AS REQUIRED IN ALL PARTITIONS TO RECEIVE COUNTERS, SHELVING,
MARKERBOARDS, WALL MOUNTED MONITORS/TVS, COUNTERTOP SUPPORTS, ETC.
J. GYPSUM USED IN RESTROOMS SHALL BE WATER RESISTANT GYPSUM BOARD.
K. PROVIDE CONTROL JOINTS IN DRYWALL EVERY 30'-0".
L. ALL DIMENSIONS ARE TO OUTSIDE OF WALL FRAMING.
M. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR ADDITIONAL INFORMATION.
N. SEE SHEET AE601, ARCHITECTURAL SCHEDULES & ASSEMBLIES, FOR MORE INFORMATION
REGARDING DOORS, WINDOWS, AND WALL TYPES.
O. CONTRACTOR TO NOTIFY THE ARCHITECT OF ANY EXISTING STRUCTURAL MEMBERS WHICH MAY
CONFLICT WITH THE DESIGNED WALL LAYOUT AND/OR DESIGNED PLUMBING LOCATIONS BEFORE ANY
WALLS ARE CONSTRUCTED.
P. CONTRACTOR TO NOTIFY ARCHITECT OF LOCATIONS WHERE PENETRATIONS IN THE FLOOR MAY INTERSECT AND/OR INTERFERE WITH THE INTERGITY OF EXISTING CONCRETE JOISTS. WHERE MEP SYSTEMS CANNOT BE EASILY REROUTED WITHIN ALREADY DESIGNED WALLS, CEILINGS, OR CHASES, THE A/E TEAM WILL REVISE AND REISSUE DRAWINGS SO AS TO AVOID CONFLICTS WITH THE EXISTING
JOISTS.
GENERAL PLAN NOTESSCOPE OF CONSTRUCTION LEGEND
AREA NOT WITHIN CONSTRUCTION BOUNDARIES
EXISTING COMPONENTS
NEW COMPONENTS
A
R
BDEGK J H C
B6
AE301
D6
AE301
NA
CANOPY
S202-01
STAIR
2' -6
'-6
2' -6
2'-6" 2'-6"
A P
X
4' -0
/2
5'
-0
2' -6
'-6
2' -6
APX
8'-3"2'-6"15'-0"2'-6"
APX
6'-0" 35'-0" 2'-6"
A P
X
'-0
2'
-6
2'-6" 15'-0" 2'-6"
1.03 1.03
1.03
1.03
1.03
1.03
1.03
23.01
23.01
23.01
23.01
23.01
A P
X
1' -1
0" 2'
-6
2' -6
NA
EAST
PENTHOUSE
1.03
1.03
1.03
APX
3'-8"
APX
4'-8"
A P
X
4' -9
/4
APX
4'-7 1/2"
A P
X
4' -8
2'-6"
5.41 1'-3"1'-3"
3'-0" 8'-0"
B1
AE131
A. 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.
B. SOME SPECIFIED PRODUCTS MAY HAVE SUBSTANTIAL LEAD TIMES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PLACING ORDERS IN A MANNER TO ENSURE THEIR TIMELY ARRIVAL. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR EXPENSES, INCLUDING DESIGN FEES, RELATED TO ANY
RESELECTIONS REQUIRED DUE TO FAILURE TO ORDER PRODUCTS IN A TIMELY MANNER.
C. PROVIDE SEALANT AT ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS, TRANSITIONS, AND ACCORDING TO INDUSTRY STANDARDS AND MANUFACTURER'S SPECIFICATIONS.
D. CONTRACTOR MUST PROVIDE PROTECTION FOR ROOF MEMBRANE & RELATED COMPONENTS DURING
ALL PHASES OF ROOF & PENTHOUSE CONSTRUCTION.
E. ANY DAMAGE TO THE EXISTING ROOF MEMBRANE, CAUSED BY OR DISCOVERED DURING
CONSTRUCTION, MUST BE IMMEDIATELY COMMUNICATED TO THE OWNER & ARCHITECT.
F. FASTEN PENTHOUSE GUARDRAILS TO EXTERIOR FACE OF EXISTING PENTHOUSE.
GENERAL ROOF NOTES
KEY PLAN
AREA
A
AREA
E
AREA
B
AREA
D
AREA
C
NORTH
T.O. 3RD LEVEL ROOF
149'-2"
S
ID
E R
A
IL
E X
T E
N S
IO
N
3' -6
'-0
1' -0
1'
-0
1' -0
1'
-0
1' -0
1'
-0
1' -0
1'
-0
1' -0
1'
-0
5.41
1.03
ALIGN TOP LADDER RUNG
WITH TOP OF ADJACENT
EXISTING ROOF SURFACE
3"
3"
APX
5 1/2"
A P
X
'-3
/4
/D5 AE131
1.14A
1.14C
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
Phase
DESIGNER OF RECORD
A/E:
STAMPCONSULTANTS
MEP: STRUCTURAL:
6"
6"
6"
6"
O N
E E
IG
H
T H
I N
C H
O
N E
F O
O T
1/
8"
'-0
O
N E
Q U
A R
T E
R I
N C
H
O N
E F
O O
T
1/ 4"
'-0
T H
R E
E E
IG
H
T H
S
IN
C H
O
N E
F O
O T
(3 /8
1' -0
O
N E
H A
LF
I
N C
H
O N
E F
O O
T
1/ 2"
'-0
T H
R E
E Q
U A
R T
E R
S
IN
C H
O
N E
F O
O T
3/
4"
'-0
O
N E
I N
C H
O
N E
F O
O T
1"
'-0
O N
E A
N D
O N
E H
A
LF
I N
C H
E S
O
N E
F O
O T
1/ 2"
'-0
T H
R E
E
IN
C H
E S
O
N E
F O
O T
3"
'-0
32 4 5 61
SPECIALIZED ENGINEERING SOLUTIONS
10360 ELLISON CIRCLE
OMA…
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