P09 589-701 Revised Drawings Pg 21-30.pdf
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- Solicitation number
- 36C25520R0115
About this file
This pre-solicitation notice announces a competitive total set-aside solicitation for a construction project at the Robert J. Dole VA Medical Center in Wichita, Kansas. The solicitation will be issued to construct and renovate medical/surgical beds to provide private patient rooms and additional administrative space. The scope of work includes a two-story building addition, demolition of existing areas, and interior renovations. The project cost is estimated between $5-10 million and work must be completed within 730 calendar days of notice to proceed. The solicitation will be issued on or around October 20, 2020 for a construction project under NAICS 236220 with a small business size standard of $39.5 million. The solicitation package and drawings will be available for download on the specified date and proposals are due approximately 30 days later. An organized site visit will also be held.
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UP
DN
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
EXISTING 1ST FLOOR ROOF BELOW
TO BE REMOVED
EXISTING 1ST
FLOOR ROOF
BELOW
EXISTING 1ST
FLOOR ROOF
BELOW
ELEC.
CLOSET
237A
TYP.
TYP.
DN
DN
HSK
237A
SPECIALITY CARE
CHIEF OFFICE
OFFICE
CLEAN
UTILITY
GENERAL STORAGE
TYP.
TYP.
TYP.
AD301
AD301
TYP.
29 29 2929
AD301
TYP.
AD301
AD101
AD101
AD301
TYP.
DEMOLITION GENERAL NOTES
COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND
REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION
SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING
IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE
DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS
REQUIRED TO BE REMOVED.
REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION
SYSTEMS AND DRAWING NOMENCLATURE.
EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN
UNLESS OTHERWISE NOTED.
SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO
VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH
CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.
EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND
ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO
BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF
NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.
CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO
ACCOMMODATE NEW CONSTRUCTION.
MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE
NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH
THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE
SMOOTH AND UNDETECABLE.
ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES
SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES
CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE
REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED
AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING
ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE
CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS
WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND
BEYOND PROJECT LIMITS.
COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND
VENDOR DRAWINGS.
WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE
SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL
BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING
MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.
COORDINATE SCOPE OF FLOORING REMOVAL WITH HAZMAT PLAN SHEET
HA101.
A
B
C
D
E
F
G
H
I
J
K
L
DEMOLITION PLAN NOTES
REMOVE EXISTING ROOFING ASSEMBLY COMPLETELY, DOWN TO EXISTING
ROOF STRUCTURE, INCLUDING ALL HARDWARE, AS WELL AS THE PARAPET
AND ALL COMPONENTS CONNECTING BUILDING 1C TO BUILDING 1. ROOF TO
BE KEPT IN PLACE UNTIL ADDITION IS DRIED IN.
CAREFULLY REMOVE PORTION OF EXISTING EXTERIOR WALL TO
ACCOMMODATE OPENING TO NEW BUILDING. SEE NEW WORK FOR EXTENT OF
REMOVAL.
REMOVE WINDOW ASSEMBLY COMPLETELY.
REMOVE WALL ASSEMBLY COMPLETELY.
REMOVE DOOR AND FRAME ASSEMBLY COMPLETELY.
REMOVE FLOOR FINISH COMPLETELY DOWN TO CONCRETE SLAB INCLUDING
BASE.
REMOVE EXISTING ROOF HATCH.
REMOVE EXISTING EXHAUST FAN.
REMOVE EXISTING CRAC UNIT.
REMOVE EXISTING TAPERED INSULATION.
REMOVE EXISTING SINGLE PLY TPO ROOF MEMBRANE ON MIN. R-30 TAPERED
INSULATION.
REMOVE EXISTING CONDENSING UNIT.
REMOVE EXISTING ROOF HOOD.
REMOVE EXISTING METAL SCUPPER, CONDUCTOR, AND DOWNSPOUT.
REMOVE PLUMBING FIXTURE COMPLETELY.
TELEMETRY EQUIPMENT TO REMAIN.
REMOVE EXISTING GASSES, LIFTS, FLOORING, CEILING, BASE, FAN COIL UNIT.
CAREFULLY REMOVE FIRE EXTINGUISHER AND CABINET AND SALVAGE FOR
REINSTALLATION.
INDICATES TOP OF EXISTING COLUMNS, SEE STRUCTURAL.
REMOVE PORTION OF EXISTING SLAB TO ACCOMMODATE NEW ITEMS, SEE
MEP AND STRUCTURAL DRAWINGS.
TOP OF EXISTING SHAFT TO BE EXTENDED.
REMOVE EXTERIOR CLADDING AND ALL ASSOCIATED FASTENERS,
SHEATHING, ETC. TO ACCOMMODATE NEW ADDITION. EXISTING STUDS TO
REMAIN.
PROVIDE TEMPORARY WALL AND DOOR CONSTRUCTION, SEE PHASING
PLANS.
PROVIDE TEMPORARY FILM BARRIER FOR SHORT DURATION CONSTRUCTION,
SEE PHASING PLANS.
REMOVE PORTION OF SHAFT WALL AS REQUIRED FOR NEW ACCESS DOOR.
APPROXIMATE EXTENT OF DEMOLITION, COORDINATE W/ NEW WORK.
REMOVE EXISTING FLOORING, BASE, HANDRAILS.
REMOVE EXISTING WINDOW SILL COMPLETELY.
PROVIDE INFILL CONSTRUCTION PRIOR TO REMOVING WINDOWS. SEE NEW
WORK.
EXISTING TELEMETRY EQUIPMENT TO BE MOVED 'PLAN SOUTH'. COORDINATE
W/VA.
REMOVE EXISTING DIRECTIONAL SIGNAGE AT CONSTRUCTION COMPLETION
AND SALVAGE FOR MODIFICATION AND REINSTALLATION, COORDINATION
W/VA.
*REFERS TO AD101 & AD102
*REFERS TO AD101 & AD102
BEYOND
PROJECT
BOUNDARY, NIC
DEMOLITION PLAN LEGEND
WALL DOOR
TO BE
REMOVED
EXISTING
WALL AND
DOOR TO
REMAIN
TEMPORARY
WALL AND
DOOR
*REFERS TO AD101 & AD102
AD301
AD301
- 1
3'
- 7
1/ 4"
REMOVE ALL EXISTING NON
STRUCTURAL WALL ELEMENTS
INCLUDING, BUT NOT LIMITED TO,
METAL STUDS, SHEATHING, AND
BRICK, AND WINDOWS WITHIN THIS
AREA, FROM 2ND FLOOR SLAB UP
TO EXTEND INDICATED ON
DEMOLITION ELEVATIONS AND
SECTIONS. SHORE UP EXISTING
CONSTRUCTION UNTIL NEW STEEL
ANGLE IS PROVIDED TO SUPPORT,
SEE STRUCTURAL
AD201
8'
7"
AE301
REMOVE ALL EXISTING NON
STRUCTURAL WALL ELEMENTS
INCLUDING, BUT NOT LIMITED TO,
METAL STUDS, SHEATHING, AND
BRICK, AND WINDOWS WITHIN THIS
AREA, FROM 2ND FLOOR SLAB UP TO
EXTEND INDICATED ON DEMOLITION
ELEVATIONS AND SECTIONS. SHORE
UP EXISTING CONSTRUCTION UNTIL
NEW STEEL ANGLE IS PROVIDED TO
SUPPORT, SEE STRUCTURAL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AD101
2ND FLOOR DEMOLITION PLAN
GUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1/8" = 1'-0"AD101
1 2ND FLOOR DEMOLITION PLAN
SCALE: 1/4" = 1'-0"AD101
2 ENLARGED DEMOLITION PLAN - 2ND FLOOR J/5
SCALE: 1/4" = 1'-0"AD101
3 ENLARGED DEMOLITION PLAN - 2ND FLOOR 1/F
Revisions: Date:
DN
EXISTING 1ST
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
NURSING
STATION
DOCTORS WORK
STATION
362A
MED ROOM
362A-1
363-1
PATIENT
ROOM
356-1
PATIENT
ROOM
MED CARE
TLT
357A
PATIENT
ROOM
PATIENT
ROOM
365A
TLT
363B
TLT364-1
RESTROOM
PATIENT
ROOM
PATIENT
ROOM
INPATIENT
SURGICAL
368-1
MEN
370-1
TLT
371-1
SHOWER
372-1
OFFICE
373-1
PATIENT
ROOM374-1
375-1
CRASH CART
CLEAN UTILITY'S
376-1
PATIENT
ROOM
PATIENT
ROOM PATIENT
ROOM
355-1
353-1 352-1
CLEAN SUPPLY351-1
350-1
INPATIENT
MED CARE
PATIENT
ROOM
PATIENT
ROOM
PATIENT
ROOM
350A
TLT 353A
TLT
RN OFFICE
TOILET
HSK
342-1
NURSE MANAGER
NURSE MANAGER
OFFICE
BIOMED
TYP.
TYP.
4 TYP.
TYP.
TYP.
TYP.
EQUIP. STOR.
380-1
LOCKER
354-1
TELECOM
CLOSET
ELEC.
363A-1
NURSES STATION
361-1
DIRTY UTILITY
ROOM
CLOSET
17 17
17 17
18 15
OFFICE
356A-1
TYP.
28 28 28 28
29 29 2929
TYP.
TYP.
TYP.
AD101
SIM.
AD101
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
DEMOLITION GENERAL NOTES
COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND
REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION
SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING
IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE
DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS
REQUIRED TO BE REMOVED.
REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION
SYSTEMS AND DRAWING NOMENCLATURE.
EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN
UNLESS OTHERWISE NOTED.
SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO
VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH
CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.
EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND
ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO
BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF
NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.
CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO
ACCOMMODATE NEW CONSTRUCTION.
MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE
NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH
THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE
SMOOTH AND UNDETECABLE.
ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES
SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES
CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE
REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED
AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING
ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE
CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS
WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND
BEYOND PROJECT LIMITS.
COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND
VENDOR DRAWINGS.
WHERE EXISTING FLOOR FINISH IS REMOVED, FLOORING AND ADHESIVE
SHALL BE REMOVED TO PROVIDE A CLEAN FLOOR SLAB. FLOOR SLAB SHALL
BE FILLED/ LEVELED TO PROVIDE A LEVEL FINISH PER NEW FLOORING
MANUFACTURES RECOMMENDATIONS. REFER TO SPECIFICATION 09 05 16.
COORDINATE SCOPE OF FLOORING REMOVAL WITH HAZMAT PLAN SHEET
HA101.
A
B
C
D
E
F
G
H
I
J
K
L
DEMOLITION PLAN NOTES
REMOVE EXISTING ROOFING ASSEMBLY COMPLETELY, DOWN TO EXISTING
ROOF STRUCTURE, INCLUDING ALL HARDWARE, AS WELL AS THE PARAPET
AND ALL COMPONENTS CONNECTING BUILDING 1C TO BUILDING 1. ROOF TO
BE KEPT IN PLACE UNTIL ADDITION IS DRIED IN.
CAREFULLY REMOVE PORTION OF EXISTING EXTERIOR WALL TO
ACCOMMODATE OPENING TO NEW BUILDING. SEE NEW WORK FOR EXTENT OF
REMOVAL.
REMOVE WINDOW ASSEMBLY COMPLETELY.
REMOVE WALL ASSEMBLY COMPLETELY.
REMOVE DOOR AND FRAME ASSEMBLY COMPLETELY.
REMOVE FLOOR FINISH COMPLETELY DOWN TO CONCRETE SLAB INCLUDING
BASE.
REMOVE EXISTING ROOF HATCH.
REMOVE EXISTING EXHAUST FAN.
REMOVE EXISTING CRAC UNIT.
REMOVE EXISTING TAPERED INSULATION.
REMOVE EXISTING SINGLE PLY TPO ROOF MEMBRANE ON MIN. R-30 TAPERED
INSULATION.
REMOVE EXISTING CONDENSING UNIT.
REMOVE EXISTING ROOF HOOD.
REMOVE EXISTING METAL SCUPPER, CONDUCTOR, AND DOWNSPOUT.
REMOVE PLUMBING FIXTURE COMPLETELY.
TELEMETRY EQUIPMENT TO REMAIN.
REMOVE EXISTING GASSES, LIFTS, FLOORING, CEILING, BASE, FAN COIL UNIT.
CAREFULLY REMOVE FIRE EXTINGUISHER AND CABINET AND SALVAGE FOR
REINSTALLATION.
INDICATES TOP OF EXISTING COLUMNS, SEE STRUCTURAL.
REMOVE PORTION OF EXISTING SLAB TO ACCOMMODATE NEW ITEMS, SEE
MEP AND STRUCTURAL DRAWINGS.
TOP OF EXISTING SHAFT TO BE EXTENDED.
REMOVE EXTERIOR CLADDING AND ALL ASSOCIATED FASTENERS,
SHEATHING, ETC. TO ACCOMMODATE NEW ADDITION. EXISTING STUDS TO
REMAIN.
PROVIDE TEMPORARY WALL AND DOOR CONSTRUCTION, SEE PHASING
PLANS.
PROVIDE TEMPORARY FILM BARRIER FOR SHORT DURATION CONSTRUCTION,
SEE PHASING PLANS.
REMOVE PORTION OF SHAFT WALL AS REQUIRED FOR NEW ACCESS DOOR.
APPROXIMATE EXTENT OF DEMOLITION, COORDINATE W/ NEW WORK.
REMOVE EXISTING FLOORING, BASE, HANDRAILS.
REMOVE EXISTING WINDOW SILL COMPLETELY.
PROVIDE INFILL CONSTRUCTION PRIOR TO REMOVING WINDOWS. SEE NEW
WORK.
EXISTING TELEMETRY EQUIPMENT TO BE MOVED 'PLAN SOUTH'. COORDINATE
W/VA.
REMOVE EXISTING DIRECTIONAL SIGNAGE AT CONSTRUCTION COMPLETION
AND SALVAGE FOR MODIFICATION AND REINSTALLATION, COORDINATION
W/VA.
*REFERS TO AD101 & AD102
*REFERS TO AD101 & AD102
BEYOND
PROJECT
BOUNDARY, NIC
DEMOLITION PLAN LEGEND
WALL DOOR
TO BE
REMOVED
EXISTING
WALL AND
DOOR TO
REMAIN
TEMPORARY
WALL AND
DOOR
*REFERS TO AD101 & AD102
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AD102
3RD FLOOR DEMOLITION PLAN
GUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/8" = 1'-0"AD102
1 3RD FLOOR DEMOLITION PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
ELEC.
CLOSET
237A
HSK
237A
SPECIALITY CARE
CHIEF OFFICE
OFFICE
CLEAN
UTILITY
GENERAL STORAGE
AD301
AD301
DEMOLITION CEILING PLAN GENERAL NOTES
COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND
REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION
SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING
IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE
DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS
REQUIRED TO BE REMOVED.
REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION
SYSTEMS AND DRAWING NOMENCLATURE.
EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN
UNLESS OTHERWISE NOTED.
SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO
VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH
CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.
EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND
ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO
BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF
NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.
CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO
ACCOMMODATE NEW CONSTRUCTION.
MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE
NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH
THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE
SMOOTH AND UNDETECABLE.
ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES
SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES
CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE
REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED
AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING
ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE
CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS
WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND
BEYOND PROJECT LIMITS.
COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND
VENDOR DRAWINGS.
A
B
C
D
E
F
G
H
I
J
DEMOLITION CEILING PLAN NOTES
REMOVE ALL CEILING TILES AND GRID, GWB CEILINGS AND ASSOCIATED
STRUCTURE, AND ALL CEILING MOUNTED ITEMS AND ACCESSORIES WITHIN
AREA OF RENOVATION AS NOTED. SEE MEP DRAWINGS FOR ADDITIONAL
DEMOLITION SCOPE OF WORK.
APPROXIMATE EXTENT OF CEILING REMOVAL.
SEE MEP DRAWINGS FOR ABOVE CEILING WORK IN EXISTING 2ND FLOOR.
CONTRACTOR IS REQUIRED TO REMOVE PORTIONS OF CEILINGS AS
REQUIRED TO ACCOMMODATE DEMOLITION AND NEW WORK, AND PROVIDE
NEW CEILINGS AND FINISH TO MATCH EXISTING EXACTLY UPON COMPLETION
OF ABOVE CEILING WORK.
EXISTING WALL TO
REMAIN
WALL TO BE
REMOVED
BEYOND PROJECT BOUNDARY, NIC
DEMOLITION CEILING PLAN LEGEND
TEMPORARY
WALL & DOOR
*REFERS TO AD111 & AD112
CEILING TO BE
REMOVED
EXISTING CEILING
TO REMAIN
LIGHT TO BE
REMOVED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AD111
2ND FLOOR DEMOLTION CEILING
PLANGUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020
BID DOCUMENTS
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1/8" = 1'-0"AD111
2 2ND FLOOR DEMOLITION CEILING PLAN
NURSING
STATION
DOCTORS WORK
STATION
362A
MED ROOM
363A
PATIENT
ROOM
PATIENT
ROOM
MED CARE
TLT
357A
PATIENT
ROOM
PATIENT
ROOM
365A
TLT
363B
TLT364
TLT
PATIENT
ROOM
PATIENT
ROOM
INPATIENT
SURGICAL
TLT
TLT
SHOWER
OFFICE
INPATIENT
SURGICAL
STORAGE
376A
PATIENT
ROOM
PATIENT
ROOM INPATIENT
SURGICAL
STORAGE351350
INPATIENT
MED CARE
PATIENT
ROOM
PATIENT
ROOM
PATIENT
ROOM
350A
TLT 353A
TLT
RN OFFICE
TOILET
HSK
NURSE OFFICE
NURSE MANAGER
OFFICE
EQUIP. STOR.
380-1
LOCKER
TELECOM
CLOSET
ELEC.
CLOSET
INPATIENT
MEDICAL CARE
CLOSET
10' - 11"
AE111
AD301
AD301
DEMOLITION CEILING PLAN GENERAL NOTES
COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND
REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION
SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING
IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE
DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.
CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND ITEMS
REQUIRED TO BE REMOVED.
REFER TO ARCHITECTURAL SYMBOLS ON SHEET AS001 FOR DEMOLITION
SYSTEMS AND DRAWING NOMENCLATURE.
EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN
UNLESS OTHERWISE NOTED.
SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE
PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO
VERIFY NO UNSAFE OF UNSATISFACTORY CONDITIONS EXIST. SUCH
CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.
EXTENTS OF DEMOLITION SHALL BE COORDINATED WITH NEW WORK AND
ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.
DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED ARE
APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF WORK TO
BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE NEW
CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN INTENT OF
NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS WORK.
CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION
ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHER WISE NOTED, TO
ACCOMMODATE NEW CONSTRUCTION.
MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE
NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH
THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE
SMOOTH AND UNDETECABLE.
ABOVE CEILING WORK WHERE CEILINGS ARE TO REMAIN, CEILING TILES
SHALL BE REMOVED AND STORED IN A SAFE MANNER UNTIL CEILING TILES
CAN BE REINSTALLED. DAMAGED AND BROKEN CEILING TILES SHALL BE
REPLACED BY CONTRACTOR. GYPSUM BOARD CEILINGS SHALL BE PATCHED
AND PAINTED TO SEAMLESSLY MATCH EXISTING CEILING COLOR FOLLOWING
ABOVE CEILING DEMOLITION ACTIVITY. THIS SHALL INCLUDE REPAIR TO THE
CEILING GRID, SUSPENSION SYSTEM AND ALL ASSOCIATED ASSEMBLIES AS
WELL AS THE REPLACEMENT OF DAMAGED CEILING PANELS, WITHIN AND
BEYOND PROJECT LIMITS.
COORDINATE FULL SCOPE OF DEMOLITION WORK WITH ENGINEERING AND
VENDOR DRAWINGS.
A
B
C
D
E
F
G
H
I
J
DEMOLITION CEILING PLAN NOTES
REMOVE ALL CEILING TILES AND GRID, GWB CEILINGS AND ASSOCIATED
STRUCTURE, AND ALL CEILING MOUNTED ITEMS AND ACCESSORIES WITHIN
AREA OF RENOVATION AS NOTED. SEE MEP DRAWINGS FOR ADDITIONAL
DEMOLITION SCOPE OF WORK.
APPROXIMATE EXTENT OF CEILING REMOVAL.
SEE MEP DRAWINGS FOR ABOVE CEILING WORK IN EXISTING 2ND FLOOR.
CONTRACTOR IS REQUIRED TO REMOVE PORTIONS OF CEILINGS AS
REQUIRED TO ACCOMMODATE DEMOLITION AND NEW WORK, AND PROVIDE
NEW CEILINGS AND FINISH TO MATCH EXISTING EXACTLY UPON COMPLETION
OF ABOVE CEILING WORK.
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
EXISTING WALL TO
REMAIN
WALL TO BE
REMOVED
BEYOND PROJECT BOUNDARY, NIC
DEMOLITION CEILING PLAN LEGEND
TEMPORARY
WALL & DOOR
*REFERS TO AD111 & AD112
CEILING TO BE
REMOVED
EXISTING CEILING
TO REMAIN
LIGHT TO BE
REMOVED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
NOT FOR
CONSTRUCTION
AD112
3RD FLOOR DEMOLITION CEILING
PLANGUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020
95% CONSTRUCTION
DOCUMENTS
Revisions: Date:
SCALE: 1/8" = 1'-0"AD112
1 3RD FLOOR DEMOLITION CEILING PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
REMOVE METAL PANEL
CLADDING AND
PORTIONS OF WALLS AS
NOTED ON PLANS
REMOVE INDICATED
WINDOWS, TYPICAL
REMOVE INDICATED
WINDOWS, TYPICAL
EXISTING METAL PANEL
CLADDING TO REMAIN
AT ROOF LEVEL
REMOVE BRICK
CLADDING AND
PORTIONS OF WALLS AS
NOTED ON PLANS TO
ACCOMMODATE
CORRIDOR CONNECTION
AD3012
AD301
- 1
0'
- 9
1/ 2"
AD301
REMOVE PARAPET TO
ACCOMMODATE NEW
ADDITION
REMOVE CONDUCTOR,
DOWNSPOUT TO REMAIN
REMOVE CONDUCTOR,
DOWNSPOUT TO REMAIN
AD301
TYP.
REMOVE BRICK
CLADDING AND
PORTIONS OF WALLS AS
NOTED ON PLANS TO
ACCOMMODATE NEW
OPENINGS
9 1 /2"
AD301
TYP.
SIM.
REMOVE PARAPET TO
ACCOMMODATE NEW
ADDITION
AD301
TYP.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AD201
EXTERIOR ELEVATIONS -
DEMOLITIONGUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/4" = 1'-0"AD201
1 NORTH/SOUTH DEMOLITION WALL ELEVATION - 2ND AND 3RD FLOORS
NOT TO SCALEAD201
2 PERSPECTIVE MASSING - DEMOLITION
SCALE: 1/4" = 1'-0"AD201
3 NORTH/SOUTH DEMOLITION WALL ELEVATION - 1ST FLOOR
SCALE: 1/4" = 1'-0"AD201
4 EAST/WEST DEMOLITION ELEVATION - 2ND AND 3RD FLOORS
SCALE: 1/4" = 1'-0"AD201
5 EAST/WEST DEMOLITION ELEVATION - 1ST FLOOR
REMOVE WINDOW
COMPLETELY
REMOVE WINDOW
COMPLETELY
EXISTING
CONSTRUCTION TO
REMAIN
EXISTING
CONSTRUCTION TO
REMAIN
EXISTING
CONSTRUCTION TO
REMAIN
REMOVE BELLOWS TYP EJ
FLASHING
REMOVE 2X PRESSURE
TREATED NAILER
REMOVE
COUNTERFLASHING DRIP
EDGE OVER TERM. BAR
REMOVE ROOF
MEMBRANE FLASHING
REMOVE EXTERIOR 5/8"
SHEATHING ON 3-5/8"
MTL. STUDS
REMOVE TPO ROOFING
ON COVERBOARD AND
R-30 TAPERED
INSULATION, ROOF TO BE
KEPT IN PLACE UNTIL
ADDITION IS DRIED IN.
+/- 1' - 4 1/4"
+/- 1' - 4 1/4"
EXISTING PARAPET, ROOF
TO REMAIN
REMOVE PARAPET
COMPLETELY
INCLUDING VENEER,
METAL STUDS,
INSULATION AS
REQUIRED TO
ACCOMMODATE
NEW WORK
REMOVE ROOFING
ASSEMBLY COMPLETE
DOWN TO EXISTING
STRUCTURAL SLAB,
ROOF TO BE KEPT IN
PLACE UNTIL ADDITION IS
DRIED IN.
REMOVE BELLOWS TYP EJ
FLASHING
REMOVE 2X PRESSURE
TREATED NAILER
REMOVE
COUNTERFLASHING DRIP
EDGE OVER TERM. BAR
REMOVE ROOF
MEMBRANE FLASHING
REMOVE EXTERIOR 5/8"
SHEATHING ON 3-5/8"
MTL. STUDS
REMOVE TPO ROOFING
ON COVERBOARD AND
R-30 TAPERED
INSULATION, ROOF TO BE
KEPT IN PLACE UNTIL
ADDITION IS DRIED IN.
+/- 1' - 4 1/4"
- 1
0'
- 9
1/ 2"
EXISTING PARAPET, ROOF
TO REMAIN
EXISTING
STRUCTURE
EXISTING CONSTRUCTION
REMOVE BELLOWS TYP EJ
FLASHING
REMOVE 2X PRESSURE
TREATED NAILER
REMOVE
COUNTERFLASHING DRIP
EDGE OVER TERM. BAR
REMOVE ROOF
MEMBRANE FLASHING
REMOVE EXTERIOR 5/8"
SHEATHING ON 3-5/8"
MTL. STUDS
REMOVE TPO ROOFING
ON COVERBOARD AND
R-30 TAPERED
INSULATION , ROOF TO BE
KEPT IN PLACE UNTIL
ADDITION IS DRIED IN.
EXISTING STRUCTURE
REMOVE EXISTING WALL
CONSTRUCTION
INCLUDING METAL STUDS,
SHEATHING, INSULATION,
METAL PANELS, TO
ACCOMMODATE NEW
OPENING TO ADDITION.
SEE NEW WORK FOR
EXTENT OF REMOVAL.
REMOVE EXISTING
WINDOWS COMPLETELY
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
NOT FOR
CONSTRUCTION
AD301
DEMOLITION WALL SECTIONS
GUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020
95% CONSTRUCTION
DOCUMENTS
Revisions: Date:
SCALE: 3/4" = 1'-0"AD301
1 DEMOLITION WALL SECTION 1
SCALE: 3/4" = 1'-0"AD301
4 DEMOLITION WALL SECTION 4
SCALE: 3/4" = 1'-0"AD301
2 DEMOLITION WALL SECTION 2
SCALE: 3/4" = 1'-0"AD301
3 DEMOLITION WALL SECTION 3
AE311
0 3 /4"
6"
8"
6"
2"
2' - 0" 10' - 0" 17' - 8" 24' - 0" 17' - 2"
8"
10' - 7 1/2" 20' - 8 3/4" 25' - 1 1/4"
9'
- 9
3/ 4"
7 1 /4"
3"
+/- 10' - 7 1/2"
3' - 2"
+/- 8' - 9 3/4" 9' - 5" 10' - 5" 8' - 4" 8' - 1 1/4"
5' - 8"
12' - 10 3/4"
5'
- 1
0 1 /2"
6'
- 5
9'
- 4
6'
- 1
0"
12' - 10 1/8" 7' - 10 11/16" 13' - 2 7/16"
DASHED LINE INDICATES
EXTENT OF PET/CT
ROOM BELOW
- 9
2 3
/4" 6'
- 5
8'
- 5
3/ 4"
AE301
AE301
AE301 TO #34 2ND FLOOR
2' - 9"
3'
- 2
DN
DN
AE501
DN
5' - 3 3/4" 11' - 1" 8' - 5" 14' - 11 1/4" 5' - 3" 13' - 6 1/2"
6'
- 7
1/ 4"
2" 7'
- 4 3/
4"
3' - 5"
3 1 /2"
3 1 /2"
4' - 0" 5' - 3 1/4"
AE501
AE501
AE501
AE501
AE501
4' - 6" 3' - 0" 5' - 10" 3' - 0" 8' - 4" 3' - 0" 5' - 0" 3' - 0" 10' - 8"
6'
- 0
3'
- 0
2" 3'
- 0
4' - 4" 3' - 0"
2' - 8"
4'
- 8
3'
- 0
6'
- 0
3'
- 0
8'
- 8
3'
- 0
7"
AE101
AE101
TYP.
AE101
TYP.
TYP.
3'
- 8
2' - 7 1/2" 11 1/2"
1' - 0" 1' - 0" 1'
- 6
F.O.B.
F.
O.
B.
F.O.B.
F.
O.
B. M.O. M.O. M.O. M.O.
M.
O.
M.
O.
M.O.
M.
O.
M.
O.
M.
O.
TYP.
TYP.
5'
- 7 1/
2"
3 3
/4" 5'
- 5
3"
1'
- 0
3/ 4"
1/
2" 5'
- 5
TYP.
2' - 8 3/4"
5'
- 0
4' - 0"
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
DIMENSION FLOOR PLAN GENERAL NOTES
DIMENSION FLOOR PLAN NOTES
ALIGN FINISH FACE OF NEW WALL WITH FACE OF EXISTING CONSTRUCTION,
BOTH SIDES WHERE APPLICABLE. PROVIDE SEAMLESS TRANSITION.
ALIGN WALLS.
PROVIDE RATED EXTERIOR 1 HR WALL AS REQUIRED PER GI101, BASIS OF
DESIGN UL U 419.
VERIFIED DRAWINGS WITH DIMENSIONS WERE NOT AVAILABLE DURING
DESIGN. WHERE +/- IS INDICATED, COORDINATE WITH VA AND AE ACTUAL
DIMENSIONS.
NEW WALL SHALL BE CONSTRUCTED AT EDGE OF CONCRETE SLAB.
NEW WALLS TO FRAME BRACED FRAMES, SEE STRUCTURAL.
CENTERLINE OF BED.
SEE ENLARGED PATIENT ROOM PLAN 2/AE502 FOR TYPICAL INFORMATION
ON DIMENSIONS, FINISHES, AND EQUIPMENT.
A
B
C
D
E
F
G
H
I
J
K
L
M
ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY
UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"
INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND
REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS
AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS
GREATER THAN 30' LONG.
PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES AE002 FOR WALL BOARD MATERIAL.
NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
REFER TO WALL TYPE F3D.G.
COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE
FIELD.
PROVIDE WALL TYPE F1D.G AS COLUMN WRAP AT ALL EXPOSED COLUMN
FACES UNLESS OTHERWISE NOTED. MINIMIZE ENCROACHMENT INTO SPACE.
REFER TO AE002 FOR WALL TYPE DESCRIPTIONS.
REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING
MUST BE MAINTAINED.
PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,
FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,
SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE
OF WORK.
*REFERS TO AE101 & AE103
*REFERS TO AE101 & AE103
STRUCTURAL COLUMN,
SEE STRUCTURAL
*NOT ALL FIREPROOFING OF
STRUCTURAL MEMBERS IS
SHOWN ON ALL DRAWINGS.
CONTRACTOR SHALL
PROVIDE FIRE RATING PER
CODE ANALYSIS SHEET
GI101
1 1/2" APPROX.
THICKNESS OF SPRAY
APPLIED FIRE RESISTIVE
MATERIAL (2 HR RATING)
STRUCTURAL BRACING,
SEE STRUCTURAL
3 5/8" METAL STUDS @ 16"
O.C. MAX. OFFSET AROUND
STRUCTURAL ELEMENTS TO
MINIMIZE SIZE OF
ENCLOSURE, TYPICAL
5/8" TYPE 'X' GWB
WHERE RATED WALLS ARE SHOWN TO BYPASS
STRUCTURAL ELEMENTS, PROVIDE 5/8" TYPE 'X' GWB
AND FINISH RATED ASSEMBLY PRIOR TO INSTALLATION
OF ADJACENT ELEMENTS. IF ASSEMBLY IS NOT
COMPLETE OR CANNOT BE COMPLETED TO BYPASS
ELEMENTS AS SHOWN, CONTRACTOR SHALL ENLARGE
RATED ENCLOSURE TO INCLUDE ADJACENT ELEMENTS
TO PROVIDE A SATISFACTORY RATED ASSEMBLY.
STRUCTURAL COLUMN,
SEE STRUCTURAL
1 1/2" APPROX.
THICKNESS OF SPRAY
APPLIED FIRE RESISTIVE
MATERIAL (2 HR RATING)
3 5/8" METAL STUDS @ 16"
O.C. MAX. OFFSET AROUND
STRUCTURAL ELEMENTS TO
MINIMIZE SIZE OF
ENCLOSURE, TYPICAL
5/8" TYPE 'X' GWB, TYP.
COLUMN GRID LINES NOTE: ALL COLUMN GRID LINES REPRESENT EXISTING
LOCATIONS AND ARE SHOWN FOR REFERENCE ONLY. STRUCTURAL GRID IS
INTENDED TO BE CONSTRUCTED ABOVE EXISTING STRUCTURAL ELEMENTS.
NEW EXTERIOR WALL NOTE: INTENT IS THAT EXTERIOR FACE OF BRICK ALIGN WITH
EXISTING FACE OF BRICK BELOW. SEE WALL SECTIONS.
BEYOND PROJECT BOUNDARY, NIC
DIMENSION PLAN LEGEND
EXISTING WALL
AND DOOR
TEMPORARY
WALL AND DOOR
*REFERS TO AE101 & AE103
NEW WALL AND
DOOR
F.O.B. = FACE OF BRICK
M.O. = MASONRY OPENING
1 HR FIRE RATED
WALL RATING LEGEND
SMOKE RESISTIVE HAZARDOUS AREA
2 HR FIRE RATED
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AE101
2ND FLOOR DIMENSION PLAN
GUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/8" = 1'-0"AE101
1 2ND FLOOR DIMENSION PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1 1/2" = 1'-0"AE101
2 COLUMN DETAIL J.3 & 2.8
SCALE: 1 1/2" = 1'-0"AE101
3 COLUMN DETAIL F.8 & 1.5
DN
A
B
C
D
E
F
G
H
I
J
ARCHITECTURAL PLAN GENERAL NOTES
ARCHITECTURAL PLAN NOTES
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED
INCLUDING NECESSARY FRAMING, BLOCKING, ETC.
VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND
REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
PATCH EXISTING WALLS WHERE NEW WALLS MEET.
ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT
GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE
MOST STRINGENT SHALL PREVAIL.
PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.
WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
REFER TO SHEETS QH SERIES FOR EQUIPMENT SCHEDULE AND
INFORMATION.
REFER TO ENLARGED PLANS AND ELEVATIONS FOR ACCESSORIES TO BE
PROVIDED IN THE TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.
LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURER'S TOLERANCES FOR
ADDITIONAL INFORMATION.
PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE
INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO
CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT
CONCRETE INFILL FROM FALLING THROUGH OPENING TO FLOOR BELOW.
EXISTING RELOCATED TELEMETRY EQUIPMENT.
PROVIDE METAL STUD AND GWB INFILL IN EXISTING WINDOW OPENING
SUCH THAT FACE OF WALL IS SEAMLESS FROM NEW TO EXISTING.
PROVIDE EXPANSION JOINT COVER, SEE AE503.
PROVIDE ADDITIONAL STUDS, DRYWALL, AND FIRE SEALANT AS REQUIRED
TO UPGRADE EXISTING PARTITION TO A 1 HR RATED WALL.
PROVIDE TEMPORARY WALL AND DOOR CONSTRUCTION, SEE PHASING
PLANS.
PROVIDE TEMPORARY FILM BARRIER FOR SHORT DURATION
CONSTRUCTION, SEE PHASING PLANS.
SMALL DASH LINE INDICATES CEILING BULKHEAD ABOVE.
LARGE DASH LINE INDICATES FLOOR PATTERN
PROVIDE 2 HR RATED ACCESS DOOR TO EXISTING SHAFT.
ABOVE CEILING MECHANICAL / PLUMBING WORK IS REQUIRED.
COORDINATE WITH MECHANCIAL AND PLUMBING.
PROVIDE INFILL WHERE WINDOW WAS REMOVED, INCLUDING METAL
STUDS, GWB, SHEATHING, INSULATION, AND EXTERIOR BRICK.
PROVIDE SLOPING FLOOR, SEE TYPICAL PATIENT TOILET ROOM FLOOR
SLOPE SECTION ON SHEET AE104.
PROVIDE SOLID SURFACE WINDOW SILL - SEE WALL SECTIONS AND
WINDOW DETAILS.
RELOCATE EXISTING DOOR PUSH BUTTON TO BE OUTSIDE NEW CHASE.
*REFERS TO AE102 & AE104
*REFERS TO AE102 & AE104
AE201
AE201
AE311
AE501
AE301
AE301
EXISTING 1ST
FLOOR ROOF
BELOW
AE501
DN
AE501
AE501
DN
1'
- 4
3/ 4"
AE501
AE501
AE501
AE803
3 5
AE601
10 10
10 10
10 10
AE322
2 2
TYP.
TYP.
TYP.
13131313
AE102
FLOOR BELOW
AE803
SIM 1
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
1 HR FIRE RATED
WALL RATING LEGEND
SMOKE RESISTIVE HAZARDOUS AREA
2 HR FIRE RATED
BEYOND PROJECT BOUNDARY, NIC
ARCHITECTURAL PLAN LEGEND
EXISTING WALL
AND DOOR
TEMPORARY
WALL AND DOOR
*REFERS TO AE102 & AE104
NEW WALL AND
DOOR
F.O.B. = FACE OF BRICK
M.O. = MASONRY OPENING
C.T. = CURTAIN TRACK
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AE102
2ND FLOOR ARCHITECTURAL
PLANGUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/8" = 1'-0"AE102
1 2ND FLOOR ARCHITECTURAL PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1/8" = 1'-0"AE102
2 PARTIAL 1ST FLOOR ARCHITECTURAL PLAN
AE311
2' - 0" 8' - 0" 2' - 0" 17' - 8" 24' - 0" 2' - 8"
8'
- 1
0 1 /4"
6"
8"
6"
2"
1'
- 1
0"
16' - 4 1/2" 11' - 5 3/4" 25' - 4" 3' - 3 1/4"
9'
- 2
9'
- 6
9'
- 6
6"
+/- 11' - 0" 5' - 5" 11' - 5 1/4" 23' - 10"
1" 5'
- 5
1 3 /4"
1/
4"
6 3
/4" 5'
- 5
6 3 /4"
7 1 /2"
8' - 7" 13' - 8" 22' - 10"
AE301
AE301
AE301
EXISTING 1ST
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
8'
- 5
+/- 20' - 0 1/8" 8' - 7 3/8"
10' - 5 1/4" 1' - 2 1/2" 8' - 4 1/4"
- 1
2'
- 5
1/ 2"
9'
- 1
0 3 /4"
1/
2"
12' - 11 3/4"
5' - 6 1/2"
1' - 9 1/4" 10' - 1" 17' - 2 1/4"
10' - 3 1/2" 8' - 2" 9' - 3 1/2" 7' - 4" 12' - 5 3/4"
8"
- 6
5'
- 2
4'
- 1
1" 6'
- 9 1/
4"
AE501
SIM
UP
UP
5' - 5" 11' - 6 1/2" 14' - 5" 7' - 6" 6' - 1 1/2"
1'
- 3
9'
- 8 1/
2" 9'
- 5
9'
- 5
- 9
2 3
/4" 6'
- 5 3/
4" 8'
- 5
6'
0"
6'
- 5
1 3
/4"
5'
- 9
1/ 2"
5" 6'
- 5
6 3 /4"
9 3 /4"
2 1 /2"
5'
- 5
1"
11' - 6 1/2" 8' - 2" 8' - 4 1/2" 11' - 5 3/4"
5' - 6" 6' - 7 1/2" 8 1/4"
8"
2' - 10 3/4" +/- 11' - 11 1/2" 14' - 10" 2' - 0 3/4"
10' - 7 1/2" 6' - 10 1/4"
11 1/2"
3' - 1 1/2" 2' - 2 3/4"
8 8
9' - 9" 9' - 1 3/4" 7' - 10" 8' - 5" 10' - 7 1/2" +/- 8' - 9 1/4"
4' - 1"
2' - 0 1/2"
2' - 0 1/4"
2' - 0 1/2"
2' - 6" 3' - 0"
- 5
5 1
/2"
AE502
AE502
AE501
AE501
MIN.
6' - 0"
MIN.
6' - 0"
MI
N.
6'
- 0
9'
- 5
2'
- 2
1/ 2"
7'
- 1
3/ 4"
9'
- 4
1/ 4"
7' - 8 3/4"
11' - 6 3/4"
9' - 7"
6' - 6 3/4"
4' - 10 1/2"
12' - 3 3/4"
9' - 0"
4' - 6" 3' - 0" 5' - 10" 3' - 0" 8' - 4" 3' - 0" 5' - 0" 3' - 0" 10' - 8"
6'
- 0
3'
- 0
2" 3'
- 0
3'
- 6
4' - 4" 3' - 0" 2' - 8"
4'
- 8
3'
- 0
6'
- 0
3'
- 0
8'
- 8
3'
- 0
7"
AE502
+/- 5' - 3 1/2"
TYP.
AE101
AE101
SIM.
1'
- 9
7' - 3 5/8"
F.
O.
B.
M.O. M.O. M.O. M.O.
8"
F.O.B.
F.O.B.
13' - 5 3/4" 7' - 6" 12' - 11 3/4"5
TYP.
10' - 0" 46' - 4"
F.
O.
B.
2 1 /2"
8' - 4 1/8"
8' - 9 1/4" 8' - 5 1/4"1
1' - 1 1/4"
8'
- 1
0" 8'
- 1 0 1
/2"
4"
4 1 /2"
8'
- 9
1/ 2"
3 3 /4"
5'
- 1
1 1 /4"
4' - 3 3/4"
1'
- 2
2' - 1 1/2"
2'
- 6
19' - 0 3/4" 1' - 1 1/2" 7' - 0 1/2"
8'
- 8
1/ 2"
AE501
AE502
AE502
7 7 7
3'
- 4
2'
- 2
2' - 6" 2' - 6" 1' - 6"
4' - 0"
AE501
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
DIMENSION FLOOR PLAN GENERAL NOTES
DIMENSION FLOOR PLAN NOTES
ALIGN FINISH FACE OF NEW WALL WITH FACE OF EXISTING CONSTRUCTION,
BOTH SIDES WHERE APPLICABLE. PROVIDE SEAMLESS TRANSITION.
ALIGN WALLS.
PROVIDE RATED EXTERIOR 1 HR WALL AS REQUIRED PER GI101, BASIS OF
DESIGN UL U 419.
VERIFIED DRAWINGS WITH DIMENSIONS WERE NOT AVAILABLE DURING
DESIGN. WHERE +/- IS INDICATED, COORDINATE WITH VA AND AE ACTUAL
DIMENSIONS.
NEW WALL SHALL BE CONSTRUCTED AT EDGE OF CONCRETE SLAB.
NEW WALLS TO FRAME BRACED FRAMES, SEE STRUCTURAL.
CENTERLINE OF BED.
SEE ENLARGED PATIENT ROOM PLAN 2/AE502 FOR TYPICAL INFORMATION
ON DIMENSIONS, FINISHES, AND EQUIPMENT.
A
B
C
D
E
F
G
H
I
J
K
L
M
ALL DIMENSIONS SHOWN ARE TO FACE OF WALL FRAMING/ MASONRY
UNLESS NOTED OTHERWISE. DIMENSIONS DESIGNATES AS "CLR" OR "CLEAR"
INDICATE A CLEAR DIMENSION FROM FACE OF FINISH TO FACE OF FINISH.
VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND
REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
CONTRACTOR TO MAINTAIN/REPAIR RATING OF EXISTING PARTITIONS AS
AFFECTED BY DEMOLITION/NEW CONSTRUCTION, TYPICAL THROUGHOUT.
PROVIDE CONTROL JOINT ON CONTINUOUS GYPSUM BOARD WALLS
GREATER THAN 30' LONG.
PROVIDE CONTROL JOINTS AT CORNERS OF DOORS OR WINDOWS.
WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF STUD
FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
ALL NEW PARTITIONS ARE WALL TYPE S3A.Gi UNLESS NOTED OTHERWISE.
REFER TO WALL TYPE GENERAL NOTES AE002 FOR WALL BOARD MATERIAL.
NON-RATED WALL CONSTRUCTION THAT FORMS CHASE AREAS DOES NOT
REQUIRE GYPSUM BOARD INSTALLATION ON INTERIOR OF CHASE WALL.
REFER TO WALL TYPE F3D.G.
COLUMN DIMENSIONS ARE FOR REFERENCE AND SHALL BE VERIFIED IN THE
FIELD.
PROVIDE WALL TYPE F1D.G AS COLUMN WRAP AT ALL EXPOSED COLUMN
FACES UNLESS OTHERWISE NOTED. MINIMIZE ENCROACHMENT INTO SPACE.
REFER TO AE002 FOR WALL TYPE DESCRIPTIONS.
REFER TO ENLARGED FLOOR PLANS FOR ADDITIONAL DIMENSIONS FOR
TOILET AND BATH ROOMS.
DIMENSIONS INDICATED AS 'VIF' MAY INCREASE OR DECREASE TO MATCH
FIELD CONDITIONS. ALL OTHER DIMENSIONS WITHIN THE DIMENSION STRING
MUST BE MAINTAINED.
PROVIDE BLOCKING AND STRAPPING FOR WALL MOUNTED CASEWORK,
FURNITURE, AND ACCESSORIES. COORDINATE WITH FLOOR PLANS,
SCHEDULES, ELEVATIONS, AND ENGINEERING DRAWINGS FOR FULL SCOPE
OF WORK.
*REFERS TO AE101 & AE103
*REFERS TO AE101 & AE103
1 HR FIRE RATED
WALL RATING LEGEND
SMOKE RESISTIVE HAZARDOUS AREA
2 HR FIRE RATED
STRUCTURAL COLUMN,
SEE STRUCTURAL
*NOT ALL FIREPROOFING OF
STRUCTURAL MEMBERS IS
SHOWN ON ALL DRAWINGS.
CONTRACTOR SHALL
PROVIDE FIRE RATING PER
CODE ANALYSIS SHEET
GI101
1 1/2" APPROX.
THICKNESS OF SPRAY
APPLIED FIRE RESISTIVE
MATERIAL (2 HR RATING)
STRUCTURAL BRACING,
SEE STRUCTURAL
3 5/8" METAL STUDS @ 16"
O.C. MAX. OFFSET AROUND
STRUCTURAL ELEMENTS TO
MINIMIZE SIZE OF
ENCLOSURE, TYPICAL
DOUBLE LAYER OF 5/8"
TYPE 'X' GWB
WHERE RATED WALLS ARE
SHOWN TO BYPASS
STRUCTURAL ELEMENTS,
PROVIDE 5/8" TYPE 'X' GWB AND
FINISH RATED ASSEMBLY PRIOR
TO INSTALLATION OF ADJACENT
ELEMENTS. IF ASSEMBLY IS NOT
COMPLETE OR CANNOT BE
COMPLETED TO BYPASS
ELEMENTS AS SHOWN,
CONTRACTOR SHALL ENLARGE
RATED ENCLOSURE TO INCLUDE
ADJACENT ELEMENTS TO
PROVIDE A SATISFACTORY
RATED ASSEMBLY.
DOUBLE LAYER OF 1"
TYPE 'X' GWB
BEYOND PROJECT BOUNDARY, NIC
DIMENSION PLAN LEGEND
EXISTING WALL
AND DOOR
TEMPORARY
WALL AND DOOR
*REFERS TO AE101 & AE103
NEW WALL AND
DOOR
F.O.B. = FACE OF BRICK
M.O. = MASONRY OPENING
EXISTING COLUMN NOTE: ALL STRUCTURAL COLUMNS IN BUILDING 1 ARE EXISTING.
VERIFIED EXISTING COLUMN LOCATIONS WERE NOT AVAILABLE. VERIFY IN FIELD.
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AE103
3RD FLOOR DIMENSION PLAN
GUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/8" = 1'-0"AE103
1 3RD FLOOR DIMENSION PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1 1/2" = 1'-0"AE103
2 COLUMN DETAIL F.8 & 4.6
A
B
C
D
E
F
G
H
I
J
ARCHITECTURAL PLAN GENERAL NOTES
ARCHITECTURAL PLAN NOTES
REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND
ELECTRICAL FOR COORDINATION ITEMS. COORDINATE AS REQUIRED
INCLUDING NECESSARY FRAMING, BLOCKING, ETC.
VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND
REPORT DISCREPANCIES IMMEDIATELY TO ARCHITECT FOR CLARIFICATION.
PATCH EXISTING WALLS WHERE NEW WALLS MEET.
ALL HANDRAILS SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE
WITH ALL REQUIREMENTS OF AMERICANS WITH DISABILITIES ACT
GUIDELINES AND ALL CODES AND REGULATIONS HAVING JURISDICTION, THE
MOST STRINGENT SHALL PREVAIL.
PROVIDE MINIMUM CLEARANCES AT ALL DOORS PER ADA REQUIREMENTS.
WHERE NO DIMENSION IS INDICATED, FINISH DOORS 6" FROM EDGE OF
STUD FRAMING AT CORNERS UNLESS OTHERWISE NOTED.
REFER TO SHEETS QH SERIES FOR EQUIPMENT SCHEDULE AND
INFORMATION.
REFER TO ENLARGED PLANS AND ELEVATIONS FOR ACCESSORIES TO BE
PROVIDED IN THE TOILET/BATH ROOMS AND AT THE HAND LAVATORIES.
LEVEL AND INFILL FLOOR SLAB TO RECEIVE NEW FLOORING. REFER TO
SPECIFICATIONS AND FLOORING MANUFACTURER'S TOLERANCES FOR
ADDITIONAL INFORMATION.
PROVIDE METAL PLATE ON UNDERSIDE OF FLOOR SLAB WHERE CONCRETE
INFILL IS REQUIRED AND CHIP AWAY CONCRETE AT FLOOR LEVEL TO
CREATE A SLOPED OPENING/LIP TO PATCH PENETRATIONS AND PREVENT
CONCRETE INFILL FROM FALLING THROUGH OPENING TO FLOOR BELOW.
EXISTING RELOCATED TELEMETRY EQUIPMENT.
PROVIDE METAL STUD AND GWB INFILL IN EXISTING WINDOW OPENING
SUCH THAT FACE OF WALL IS SEAMLESS FROM NEW TO EXISTING.
PROVIDE EXPANSION JOINT COVER, SEE AE503.
PROVIDE ADDITIONAL STUDS, DRYWALL, AND FIRE SEALANT AS REQUIRED
TO UPGRADE EXISTING PARTITION TO A 1 HR RATED WALL.
PROVIDE TEMPORARY WALL AND DOOR CONSTRUCTION, SEE PHASING
PLANS.
PROVIDE TEMPORARY FILM BARRIER FOR SHORT DURATION
CONSTRUCTION, SEE PHASING PLANS.
SMALL DASH LINE INDICATES CEILING BULKHEAD ABOVE.
LARGE DASH LINE INDICATES FLOOR PATTERN
PROVIDE 2 HR RATED ACCESS DOOR TO EXISTING SHAFT.
ABOVE CEILING MECHANICAL / PLUMBING WORK IS REQUIRED.
COORDINATE WITH MECHANCIAL AND PLUMBING.
PROVIDE INFILL WHERE WINDOW WAS REMOVED, INCLUDING METAL
STUDS, GWB, SHEATHING, INSULATION, AND EXTERIOR BRICK.
PROVIDE SLOPING FLOOR, SEE TYPICAL PATIENT TOILET ROOM FLOOR
SLOPE SECTION ON SHEET AE104.
PROVIDE SOLID SURFACE WINDOW SILL - SEE WALL SECTIONS AND
WINDOW DETAILS.
RELOCATE EXISTING DOOR PUSH BUTTON TO BE OUTSIDE NEW CHASE.
*REFERS TO AE102 & AE104
*REFERS TO AE102 & AE104
AE201
AE201
AE311
AE501
AE301
AE301
AE301
EXISTING 1ST
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
EXISTING 2ND
FLOOR ROOF
BELOW
AE501
AE501
AE501
UP
UP
AE502
AE502
AE802
AE802
AE802
AE802
AE802
AE501
AE322
SIM 5
AE103
12 12
12 12
13 13
131313
13131313
13131313
AE801
SIM
AE502
2ND FLOOR
ADDITION
SHADE INDICATES
EXISTING AREA BEYOND
PRIMARY SCOPE OF
WORK, TYPICAL
1ST FLOOR
2ND FLOOR
3RD FLOOR
3RD FLOOR
ADDITION
AREA OF RENOVATION
BUILDING 1C
BUILDING 1
AREA OF RENOVATION
1 HR FIRE RATED
WALL RATING LEGEND
SMOKE RESISTIVE HAZARDOUS AREA
2 HR FIRE RATED
EXISTING SLAB
PROVIDE NEW MATERIAL TO SLOPE
FLOORS AS INDICATED
DOOR LEAF. PROVIDE ADEQUATE
UNDERCUT
FLOOR FINISH
BEYOND PROJECT BOUNDARY, NIC
ARCHITECTURAL PLAN LEGEND
EXISTING WALL
AND DOOR
TEMPORARY
WALL AND DOOR
*REFERS TO AE102 & AE104
NEW WALL AND
DOOR
F.O.B. = FACE OF BRICK
M.O. = MASONRY OPENING
C.T. = CURTAIN TRACK
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Office of Construction and Facilities Management
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORD A/E:
STAMPCONSULTANT
321 4 5 6 7 8 9 10
Consultant:
AE104
3RD FLOOR ARCHITECTURAL
PLANGUIDON DESIGN INC.
1221 N PENNSYLVANIA STREET
INDIANAPOLIS, IN 46202
(317)-800-6388
CMTA CONSULTING ENGINEERS
10411 MEETING STREET
PROSPECT, KY 40059
(502)-326-3085
VA WICHITA - MED/SURG BEDS
FOR PATIENT PRIVACY
WICHITA, KANSAS
589-701
1 & 1C
05/22/2020 JDF JDJ
BID DOCUMENTS
SCALE: 1/8" = 1'-0"AE104
1 3RD FLOOR ARCHITECTURAL PLAN
SCALE: 1" = 100'-0"
KEYPLAN ISOMETRIC
SCALE: 1 1/2" = 1'-0"AE104
2 TYPICAL PT. TLT RM FLOOR SLOPE
File details come from the government source that posted it. Updated .