P09 589-701 Revised Drawings Pg 21-30.pdf

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Z2DA--Construct and Renovate Med/Surg Beds for Patient Privacy, B1 and B1C P/N:589-701
Solicitation number
36C25520R0115
Issued by

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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281300 - Physical Access Control System.pdf PDF
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18.1019.05 - Addendum 5 Revised AE601.pdf PDF
589-701 PRE BID SIGN IN SHEET.pdf PDF
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000110 Table of Contents revised for A0005.pdf PDF
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P09 589-701 Revised Drawings Pg 1-10.pdf PDF
P09 589-701 Revised Drawings Pg 11-20.pdf PDF
P09 589-701 Revised Drawings Pg 41-50.pdf PDF
P09 589-701 Revised Drawings Pg 71-80.pdf PDF
P09 589-701 Revised Drawings Pg 91-100.pdf PDF
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P09 589-701 Revised Drawings Pg 31-40.pdf PDF
P09 589-701 Revised Drawings Pg 61-70.pdf PDF
P09 589-701 Revised Drawings Pg 101-117.pdf PDF
P09 589-701 Revised Drawings Pg 51-60.pdf PDF
18.1019.05 - 2020.11.16 - List of Changes.docx DOCX document
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36C25520R0115 0002.docx DOCX document
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S02 36C25520R0115_2.docx DOCX document
36C25520R0115 0001.docx DOCX document
P09 589-701 Drawings Pg 41-50.pdf PDF
P09 589-701 Drawings Pg 11-20.pdf PDF
P09 589-701 Drawings Pg 21-30.pdf PDF
P09 589-701 Drawings Pg 31-40.pdf PDF
P09 589-701 Drawings Pg 1-10.pdf PDF
P09 589-701 Drawings Pg 91-100.pdf PDF
P09 589-701 Drawings Pg 51-60.pdf PDF
P09 589-701 Drawings Pg 101-116.pdf PDF
P09 589-701 Drawings Pg 61-70.pdf PDF
P09 Bid Docs - Specs Vol 2.pdf PDF
P09 589-701 Drawings Pg 81-90.pdf PDF
P09 SOW 589-701rev_01.pdf PDF
P09 Bid Docs - Specs Vol 1.pdf PDF
36C25520R0115_2.docx DOCX document
P09 589-701 Drawings Pg 71-80.pdf PDF
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Text version

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 .