Attachment 5 04_100_ BID SET Architectural Drawings.pdf

B C D E F G

2.142.14

2.14

2.14

2.14

2.14

2.14

2.56

2.56

AD113

AD113

AD113

AD113

2.42

2.42

H J

2.42

2.42

2.472.47 2.20 2.20 2.20 2.20

2.26

2.16

2.16

2.20 2.20 2.20 2.20 2.20 2.592.58

2.162.18 2.18 2.16 2.162.18 2.18

2.20

2.20

2.47

2.20

2.47

2.47

2.26 2.26

2.26

2.16 2.16 2.16

OFFICE

E001

11'-3" 7"

2.26

2.50

CONFERENCE

ROOM

E002

CONFERENCE

ROOM

E003

OFFICE

E004

2.16

2.58

6' -1

1/

2" 3'

-4

4"

7' -0

'-1 0"

2.26

2.16

3' -4

3'

-2

2.16

A

'-0

114'-0"

11'-10"

6' -8

2.26

OFFICE IT

SERVER

ROOM

015B 21 '-1

0"

6' -5

7'

-8

6'-5" 3'-8"

3' -8

'-4

25'-2 1/4"5'-9"9'-1"

3' -7

3' -3

8'-6"

3' -4

'-2

2.57

+/- 12'-0"

0'

-0

'-0

+/- 36'-0"

+/- 10'-0"

7'

-0

+/- 10'-0"

6'

-0

0'

-0

+/- 5'-0"

2'-4 1/2" 5'-3 1/2"

1.03

1.03 1.03

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE

UTILIZING HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT TO AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN

EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND

MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR

DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO

BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE

MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO

ROOMS OUTSIDE OF SCOPE WITH OWNER

9. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL DEMOLITION NOTES

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

KEY PLAN - GROUND FLOOR & FIRST FLOOR

BLDG 26BLDG 61

BLDG 29

BLDG 03PHASE ONE

N

B C D E F G

AD113

AD113

AD113

AD113

H J K L M

2.40

2.16

2.23

2.24 2.26

2.26

2.16 2.26

2.24

2.18 2.16 2.26 2.16

2.16

2.18

2.18

2.16

2.18

2.18

2.20

2.16

2.582.202.20 2.20

2.20

2.20

2.20

2.20

2.20

2.20

2.592.202.202.202.202.202.202.202.202.202.20

25'-2" 6'-3" 2'-3" 9'-6"

COURTYARD

OPEN TO BELOW

2.20NUTRITION /

FOOD

E109

MED ROOM

E108

HSK

E112

2.162.16

2.163' -1

0" 2'

-0

PSA

E103

PSA

E104

PSA

E102

COPIER/FAX

E101

COPIER/FAX

E101

A

8' -1

1/

2"

8' -9

/2

3'-6 1/2"

5' -2

1/ 2"

4'-10"5'-6 1/2"

2.59

INFECTION CONTROL & RISK ASSESSMENT LEGEND

ICRA BARRIER - CONSTRUCTION ENTRANCE & EXIT

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :3

A

M

AD111

PHASE ONE - DEMOLITION PLANS

ECO

33 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

N

1/8" = 1'-0"

GROUND FLOOR - DEMOLITION FLOOR PLAN - PHASE ONE1

KEYNOTE LEGEND

1.03 ICRA BARRIER.

2.14 DEMOLISH EXISTING CONCRETE PAD IN ITS ENTIRETY.

2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.18 DEMOLISH EXISTING FLOORING IN ITS ENTIRETY; CLEAN & PREPARE SUB-FLOOR SURFACE FOR

NEW FLOORING PER RENOVATION PLANS.

2.20 DEMOLISH EXISTING 48"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.23 DEMOLISH EXISTING WATER CLOSET AND ASSOCIATED PLUMBING. REFERENCE PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

2.24 DEMOLISH EXISTING LAVATORY AND ASSOCIATED PLUMBING. REFERENCE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

2.26 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE

RETURNED TO VA.

2.40 DEMOLISH EXISTING DRINKING FOUNTAIN.

2.42 REMOVE SOIL WITHIN COURTYARD.

2.47 DEMOLISH EXISTING MECHANICAL LOUVER. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.50 DEMOLISH EXISTING RAISED ACCESS FLOORING.

2.56 DEMOLISH EXISTING CONCRETE WALL IN ITS ENTIRETY.

2.57 DEMOLISH EXISTING CONCRETE STAIR AND ASSOCIATED RAILINGS.

2.58 DEMOLISH PORTION OF EXISTING EXTERIOR WALL TO EXTENT INDICATED. REFER TO

STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE AT EXISTING EXTERIOR WALLS.

2.59 DEMOLISH EXISTING 38"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

N

1/8" = 1'-0"

LEVEL 1 - DEMOLITION PLAN - PHASE ONE2

NO. REVISION DESCRIPTION DATE

H

2.19

2.29

2.43

2.35

2.37 2.39

2.60

2.34 2.43

2.292.29

2.43 2.29

2.19

CONFERENCE

ROOM

E002

OFFICE

E001

CONFERENCE

ROOM

E003

EXAM ROOM

E004

A

OFFICE IT

SERVER

ROOM

015B

'-8

2.47

2.47

2.20

2.47

2.20

2.20

2.592.202.202.202.20 2.582.202.202.202.202.202.472.47

2.58 7' -0

'-1 0"

'-1

0"

'-8

/2

6' -5

7'

-1 0"

'-2

'-8

4'

-1 0"

9'-9" 19'-0 1/2" 19'-0" 9'-1"

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE

UTILIZING HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT TO AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN

EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND

MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR

DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO

BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE

MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO

ROOMS OUTSIDE OF SCOPE WITH OWNER

9. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL DEMOLITION NOTES

KEY PLAN - GROUND FLOOR & FIRST FLOOR

BLDG 26BLDG 61

BLDG 29

BLDG 03PHASE ONE

N

B C D E F G H J

2.192.43

2.43 2.43

2.37

2.35

2.292.34

2.35

2.29

2.19 2.19

2.29

2.19

NUTRITION /

FOOD

E109

MED ROOM

E108

RR

E111

HSK

E112

PSA

E104

PSA

E103

2.29

2.352.37

2.19 2.19

2.29

A

14'-9"

14'-0" 11'-7" 12'-5 1/2" 11'-2 1/2"

9' -5

/2

'-2

/2

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

EXISTING EXIT LIGHT

EXISTING CEILING GRID AND TILE TO BE DEMOLISHED

EXISTING LIGHT FIXTURE

TO BE DEMOLISHED

EXISTING RETURN AIR GRILLE

EXISTING SUPPLY AIR DIFFUSER

EXISTING EXHAUST AIR GRILLE

AREA NOT IN CONTRACT

X.XX KEYNOTE; REFERENCE KEYNOTE LEGEND

DEMOLITION CEILING PLAN LEGEND

EXISTING GYPSUM CEILING TO BE DEMOLISHED

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :3

A

M

AD112

PHASE ONE - DEMOLITION REFLECTED

CEILING PLANS

ECO

34 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

N

1/8" = 1'-0"

GROUND FLOOR - DEMOLITION REFLECTED CEILING PLAN - PHASE ONE1

KEYNOTE LEGEND

2.19 DEMOLISH EXISTING GRID CEILING SYSTEM TO EXTENT INDICATED.

2.20 DEMOLISH EXISTING 48"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.29 DEMOLISH EXISTING 2X4 LIGHT FIXTURE.

2.34 DEMOLISH EXISTING 2X2 SUPPLY.

2.35 DEMOLISH EXISTING 1X1 SUPPLY.

2.37 DEMOLISH EXISTING 1X2 RETURN.

2.39 DEMOLISH EXISTING 2X4 RETURN.

2.43 DEMOLISH EXISTING FIRE SPRINKLER HEAD.

2.47 DEMOLISH EXISTING MECHANICAL LOUVER. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.58 DEMOLISH PORTION OF EXISTING EXTERIOR WALL TO EXTENT INDICATED. REFER TO

STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE AT EXISTING EXTERIOR WALLS.

2.59 DEMOLISH EXISTING 38"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.60 DEMOLISH EXISTING GYPSUM BOARD CEILING TO EXTENT INDICATED.

N

1/8" = 1'-0"

FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN - PHASE ONE2

GROUND FLOOR

0"

FIRST FLOOR

10'-8"

ROOF 1

35'-6"

SECOND FLOOR

22'-8"

B C D E F G

ROOF 2

47'-6"

BLDG 61 BLDG 26

2.42

A P

P R

O X

3'

-0

H

2.072.072.122.072.072.072.122.072.072.072.12

2.072.202.202.202.072.072.072.072.072.202.20

2.592.202.202.202.072.072.072.072.072.072.07

2.47

2.47 2.58

2.59

2.58

25'-1" 6'-4" 12'-10"9'-6"

2.58

A

31'-5"

5' -9

3'

-2

W / S

T R

U C

T U

R A

L D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

W / S

T R

U C

T U

R A

L D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

22'-4"

GROUND FLOOR

0"

FIRST FLOOR

10'-8"

ROOF 1

35'-6"

SECOND FLOOR

22'-8"

BCDEFG

BLDG 26 BLDG 61

2.42

H

2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20

2.20

2.20

2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20

2.072.07

2.47 2.47

2.072.072.072.072.072.202.202.20

2.20

2.16

A

25'-8" 11'-3"

36'-11"

W / S

T R

U C

T . D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

'-8

GROUND FLOOR

0"

FIRST FLOOR

10'-8"

ROOF 1

35'-6"

SECOND FLOOR

22'-8"

ROOF 2

47'-6"

BLDG 26BLDG 26

2.14

2.42 2.56 2.56

A P

P R

O X

3'

-0

2.14

579 410 68

2.16

14'-10" 7'-0" 23'-2"

2.47

2.26

W / S

T R

U C

T . D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

'-8

GROUND FLOOR

0"

FIRST FLOOR

10'-8"

ROOF 1

35'-6"

SECOND FLOOR

22'-8"

BLDG 26 BLDG 26

2.20 2.202.20 2.472.47 2.47

2.42

5 7 94 106 8

2.202.202.202.202.202.20

2'-0" 11'-0"

2.47 2.20 2.07 2.12

2.58

2.42

3' -2

5'

-9

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

1. ALL DIMENSIONS ARE TO FACE OF EXISTING BRICK VENEER, UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. THE CONTRACTOR SHALL REMOVE MASONRY VENEER AS REQUIRED TO PROVIDE NEW

OPENINGS THROUGH EXTERIOR ASSEMBLY. COORDINATE NEW OPENING AND REQUIRED

SUPPORT WITH STRUCTURAL DRAWINGS.

4. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

5. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL EXTERIOR ELEVATION DEMOLITION NOTES

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :4

A

M

AD113

PHASE ONE - DEMOLITION EXTERIOR

ELEVATIONS

ECO

35 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

1/8" = 1'-0" 1/ AD111

EAST COURTYARD DEMOLITION ELEVATION - PHASE ONE1

1/8" = 1'-0" 1/ AD111

WEST COURTYARD DEMOLITION ELEVATION - PHASE ONE3

1/8" = 1'-0" 1/ AD111

NORTH COURTYARD DEMOLITION ELEVATION - PHASE ONE2

1/8" = 1'-0" 1/ AD111

SOUTH COURTYARD DEMOLITION ELEVATION - PHASE ONE4

KEYNOTE LEGEND

2.07 EXISTING WINDOW SYSTEM TO REMAIN IN PLACE.

2.12 EXISTING MECHANICAL LOUVER TO REMAIN IN PLACE.

2.14 DEMOLISH EXISTING CONCRETE PAD IN ITS ENTIRETY.

2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.20 DEMOLISH EXISTING 48"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.26 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE

RETURNED TO VA.

2.42 REMOVE SOIL WITHIN COURTYARD.

2.47 DEMOLISH EXISTING MECHANICAL LOUVER. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.56 DEMOLISH EXISTING CONCRETE WALL IN ITS ENTIRETY.

2.58 DEMOLISH PORTION OF EXISTING EXTERIOR WALL TO EXTENT INDICATED. REFER TO

STRUCTURAL DRAWINGS FOR SUPPORT STRUCTURE AT EXISTING EXTERIOR WALLS.

2.59 DEMOLISH EXISTING 38"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.26 2.26

2.16

2.16

2.16

2.25

2.162.16

2.26

2.26

2.26

2.26

2.16

2.16

2.262.26

2.16

2.16

2.16

2.28

2.16

2.26 2.16 2.16

2.28

2.16

2.16

2.16

2.21

2.24

2.28

2.28

2.24

2.26

2.28

2.24

2.162.16

2.16 2.16

2.21

2.21

2.16

2.28

2.26

2.28

2.28 2.16

2.16

2.16

H J K L M

2.26

2.16

2.16

2.28

2.592.202.202.202.202.202.472.202.202.202.47

2.49

RETAIL

STORE

E039

CANTEEN

SUPPLIES

E038

STORAGE

E037

FREEZER

E036

HSK

E034

CANTEEN

SERVICE

E033

OFFICE

E042

OFFICE

E042A

CANTEEN

SERVICE

E032

CANTEEN

SERVICE

E031

2.54

A

1.03

1.03

2.26

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE

UTILIZING HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT TO AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN

EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND

MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR

DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO

BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE

MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO

ROOMS OUTSIDE OF SCOPE WITH OWNER

9. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL DEMOLITION NOTES

KEY PLAN - GROUND FLOOR AND FIRST FLOOR

BLDG 26

BLDG 61

BLDG 29

BLDG 03

PHASE TWO

N

PHASE THREE

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

B C D E F G

HAC

E107

NAME

E110

2.16

2.24

2.26

2.18

2.21

2.24

2.21

2.26

2.18

2.21

2.24

2.21 2.18

2.26

2.16

2.16

2.26

2.16

2.16 2.24

2.26

2.16

2.16

2.26

2.16

2.16

2.21

2.24

2.21

2.26

2.16

2.21

2.24

2.21

2.26

2.16

2.21

2.24

2.21

2.26

2.16

2.21

2.24

2.21

2.26

2.16

2.21

2.24

2.21

2.26

2.16 2.18

2.16 2.18

2.18 2.18

2.18 2.18

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.18 2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.26

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.21

2.24

2.21

2.26

2.16

2.18

2.16

2.16

2.24 2.26

2.16

2.18 2.262.26

2.03

2.16

2.18

2.16 2.162.18

H J K L M

2.16

2.20

2.26

2.20 2.20 2.20 2.20

6'-3"

EXAM ROOM

E135

EXAM ROOM

E132

EXAM ROOM

E131

COMM

CLOSET

E124

COMM

CLOSET

E117

EXAM ROOM

E130

ACS PRIMARY

CARE

E125

EXAM ROOM

E123

EXAM ROOM

E118

EXAM ROOM

E116

WAITING

ROOM

E113

EXAM ROOM

E115

EXAM ROOM

E114

WAITING

ROOM

E105

EXAM ROOM

E120

EXAM ROOM

E121

EXAM ROOM

E127

OFFICE

E106

HAC

E107

EXAM ROOM

E133

EXAM ROOM

E129

EXAM ROOM

E128

EXAM ROOM

E126

EXAM ROOM

E122

EXAM ROOM

E119

STORAGE

ROOM

E134

1.03 2.26

2.16

A

1.03

2.16

2.16

1.03

1.03

INFECTION CONTROL & RISK ASSESSMENT LEGEND

ICRA BARRIER - CONSTRUCTION ENTRANCE & EXIT

K L M

2.26

2.16

2.26

2.16

2.26

2.18

BREAKROOM

E005 WHEELCHAIR

STORAGE

E005

2.26 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :4

A

M

AD121

PHASE TWO & THREE - DEMOLITION

PLANS

ECO

36 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

N

1/8" = 1'-0"

GROUND FLOOR - DEMOLITION FLOOR PLAN - PHASE TWO1

KEYNOTE LEGEND

1.03 ICRA BARRIER.

2.03 EXISTING WALL TO REMAIN.

2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.18 DEMOLISH EXISTING FLOORING IN ITS ENTIRETY; CLEAN & PREPARE SUB-FLOOR SURFACE FOR

NEW FLOORING PER RENOVATION PLANS.

2.20 DEMOLISH EXISTING 48"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.21 DEMOLISH EXISTING CASEWORK AND/OR COUNTER IN ITS ENTIRETY.

2.24 DEMOLISH EXISTING LAVATORY AND ASSOCIATED PLUMBING. REFERENCE PLUMBING

DRAWINGS FOR ADDITIONAL INFORMATION.

2.25 DEMOLISH EXISTING MOP SINK AND ASSOCIATED PLUBMING. REFERENCE PLUMBING DRAWINGS

FOR ADDITIONAL INFORMATION.

2.26 REMOVE AND RETAIN EXISTING DOOR AND FRAME. SALVAGED DOOR AND FRAME TO BE

RETURNED TO VA.

2.28 REMOVE AND RETAIN EXISTING EQUIPMENT AND SALVAGE FOR REINSTALLATION. EQUIPMENT

TO BE RETURNED TO VA.

2.47 DEMOLISH EXISTING MECHANICAL LOUVER. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.49 TEMPORARY CONSTRUCTION BARRIER AND DOOR.

2.54 EXISTING WALK-IN COOLER AND FREEZER TO BE DISASSEMBLED AND SALVAGED FOR

REINSTALLATION. EQUIPMENT TO BE RETURNED TO VA.

2.59 DEMOLISH EXISTING 38"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

N

1/8" = 1'-0"

FIRST FLOOR - DEMOLITION PLAN - PHASE TWO2

N

1/8" = 1'-0" 1/ AD113

GROUND FLOOR - DEMO PLAN - PHASE THREE3

1. ALL EXISTING WALL DIMENSIONS ARE TO FINISH FACE, UNLESS OTHERWISE NOTED

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. DEMOLITION AND CONSTRUCTION WORK MUST BE DONE UNDER NEGATIVE PRESSURE

UTILIZING HEPA FILTRATION UNITS. SEE INFECTION CONTROL NOTES.

4. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT TO AREA HAS BEEN

INSPECTED BY THE SAVAHCS SAFETY OFFICER AND INFECTION CONTROL COORDINATOR AND

THOROUGHLY CLEANED BY ENVIRONMENTAL MANAGEMENT SERVICES

5. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

6. THE CONTRACTOR SHALL VERIFY THAT NEW MECHANICAL SYSTEMS CAN BE INSTALLED IN

EXISTING SPACES TO CLEAR EXISTING CEILING AND OTHER CONSTRUCTED ITEMS AND

MAINTAIN FLOOR TO CEILING HEIGHTS INDICATED ON DRAWINGS. IF DISCREPANCIES OCCUR

DUE TO EXISTING CONDITIONS, CONSULT WITH THE ARCHITECT BEFORE PROCEEDING.

7. THE FINISH FACE OF MATERIAL OF NEW PARTITIONS SHALL ALIGN ON BOTH SIDES OF THE PARTITION WITH THE FACE OF THE MATERIALS ON EXISTING COLUMNS, WALLS, OR PARTITIONS, UNLESS NOTED OTHERWISE.

8. NO WORK TO BE DONE IN AREAS HATCHED GRAY IN PLANS, HOWEVER WORK MIGHT NEED TO

BE PERFORMED IN CEILING OR EXISTING CHASES THROUGHOUT BUILDING. REFERENCE

MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT OF WORK. COORDINATE ACCESS TO

ROOMS OUTSIDE OF SCOPE WITH OWNER

9. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL DEMOLITION NOTES

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

B C D E F G

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

WALK-IN

REFRIGERATOR UNIT

WALK-IN

REFRIGERATOR UNIT

H J K L M

2.30

2.43

2.19

2.45 2.29

2.43 2.352.332.36

2.32

2.30

2.34

2.36

2.45

2.43

2.31

2.29 2.43

2.29 2.45

2.43

2.36

2.29

2.45

RETAIL

STORE

E039

CANTEEN

SUPPLIES

E038

STORAGE

E037

HSK

E034

HSK

E034

OFFICE

E042

OFFICE

E042A

CANTEEN

SERVICE

E032

CANTEEN

SERVICE

E032

CANTEEN

SERVICE

E031 A

2.60

KEY PLAN - GROUND FLOOR AND FIRST FLOOR

BLDG 26

BLDG 61

BLDG 29

BLDG 03

PHASE TWO

N

PHASE THREE

B C D E F G H J K L M

2.29

2.35

2.43

2.29

2.35

2.43

2.33

2.29

2.43

2.33

2.43

2.29

2.29

2.29

2.43

2.35

EXAM ROOM

E135

EXAM ROOM

E132

EXAM ROOM

E131

COMM

CLOSET

E124

COMM

CLOSET

E117

EXAM ROOM

E130

ACS PRIMARY

CARE

E125

EXAM ROOM

E123

EXAM ROOM

E118

EXAM ROOM

E116

WAITING

ROOM

E113

EXAM ROOM

E115

EXAM ROOM

E115

EXAM ROOM

E114

EXAM ROOM

E114

WAITING

ROOM

E105

WAITING

ROOM

E105

EXAM ROOM

E120

EXAM ROOM

E120

EXAM ROOM

E121

EXAM ROOM

E121

EXAM ROOM

E127

EXAM ROOM

E127

OFFICE

E106

OFFICE

E106

HAC

E107

EXAM ROOM

E133

EXAM ROOM

E133

EXAM ROOM

E129

EXAM ROOM

E129

EXAM ROOM

E128

EXAM ROOM

E128

EXAM ROOM

E126

EXAM ROOM

E126

EXAM ROOM

E122

EXAM ROOM

E122

EXAM ROOM

E119

EXAM ROOM

E119

STORAGE

ROOM

E134

STORAGE

ROOM

E134

A

K L M

WHEEL CHAIR

STORAGE

E006

BREAKROOM

E005

2.19 2.192.60

2' -6

/2

2.60

2.29

2.34

2.43 2.33 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :5

A

M

AD122

PHASE TWO & THREE- DEMOLITION

REFLECTED CEILING PLANS

ECO

37 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

KEYNOTE LEGEND

2.19 DEMOLISH EXISTING GRID CEILING SYSTEM TO EXTENT INDICATED.

2.29 DEMOLISH EXISTING 2X4 LIGHT FIXTURE.

2.30 DEMOLISH EXISTING 2X2 LIGHT FIXTURE.

2.31 DEMOLISH EXISTING 1X4 LIGHT FIXTURE.

2.32 DEMOLISH EXISTING PENDANT LIGHT FIXTURE.

2.33 DEMOLISH EXISTING 1X2 SUPPLY.

2.34 DEMOLISH EXISTING 2X2 SUPPLY.

2.35 DEMOLISH EXISTING 1X1 SUPPLY.

2.36 DEMOLISH EXISTING 2X2 RETURN.

2.43 DEMOLISH EXISTING FIRE SPRINKLER HEAD.

2.45 DEMOLISH EXISTING SECURITY CAMERA.

2.60 DEMOLISH EXISTING GYPSUM BOARD CEILING TO EXTENT INDICATED.

N

1/8" = 1'-0"

GROUND FLOOR - DEMOLITION REFLECTED CEILING PLAN - PHASE TWO1

N

1/8" = 1'-0"

FIRST FLOOR - DEMOLITION REFLECTED CEILING PLAN - PHASE TWO2

N

1/8" = 1'-0" 1/ AD113

GROUND FLOOR - DEMO RCP - PHASE THREE3

GROUND FLOOR

0"

FIRST FLOOR

10'-8"

ROOF 1

35'-6"

SECOND FLOOR

22'-8"

B C D E F G

ROOF 2

47'-6"

BLDG 61 BLDG 26

H

2.07 2.07 2.07 2.07 2.07 2.07 2.07

2.20 2.20 2.20 2.20 2.20

44'-1"12'-3"6'-3"

2.16

2.47 2.472.47 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.59

A

62'-7"

'-4

W / S

T R

U C

T U

R A

L D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

W / S

T R

U C

T U

R A

L D

W G

S

C O

O R

D

IN

A T

E O

P E

N

IN

G

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

1. ALL DIMENSIONS ARE TO FACE OF EXISTING BRICK VENEER, UNLESS OTHERWISE NOTED.

2. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF AS-BUILT CONDITIONS, AND NOTIFY THE

ARCHITECT IN WRITING OF ANY DISCREPANCIES. ALL INFORMATION SHOWN ON THE

CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS AND/OR THE ORIGINAL

CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. THE CONTRACTOR SHALL REMOVE MASONRY VENEER AS REQUIRED TO PROVIDE NEW

OPENINGS THROUGH EXTERIOR ASSEMBLY. COORDINATE NEW OPENING AND REQUIRED

SUPPORT WITH STRUCTURAL DRAWINGS.

4. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COVERING FOR EXISTING FLOOR, WALL AND

CEILING FINISHES IN EXISTING AREAS NOT DESIGNATED FOR DEMOLITION OR NEW

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE

CAUSED BY HIS WORK OR ANY SUBCONTRACTOR.

5. REFER TO ENVIRONMENTAL REMEDIATION SHEETS FOR ADDITIONAL INFORMATION REGARDING

HAZARDOUS MATERIAL TREATMENT AND REMOVAL.

GENERAL EXTERIOR ELEVATION DEMOLITION NOTES

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :5

A

M

AD123

PHASE TWO - DEMOLITION EXTERIOR

ELEVATIONS

ECO

38 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

KEYNOTE LEGEND

2.07 EXISTING WINDOW SYSTEM TO REMAIN IN PLACE.

2.16 DEMOLISH EXISTING WALL CONSTRUCTION TO EXTENT INDICATED.

2.20 DEMOLISH EXISTING 48"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.47 DEMOLISH EXISTING MECHANICAL LOUVER. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

2.59 DEMOLISH EXISTING 38"X 69" WINDOW SYSTEM. REFER TO HAZARDOUS MATERIALS SHEETS

REGARDING REMOVAL OF HAZARDOUS MATERIALS.

1/8" = 1'-0" 1/ AE409

EAST COURTYARD DEMOLITION ELEVATION - PHASE TWO1

BASE

PLAN

HEAD

METAL STUD U-TRACK (TOP AND BOTTOM)

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

BASE

PLAN

HEAD

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

1"TYPE X

FIN FLOOR- (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

ROOM SIDE SHAFT SIDE

BASE

PLAN

HEAD

UNDERSIDE OF STRUCTURE

LINE OF CEILING (REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD VARIES

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

FIRE RATED SEALANT AROUND PERIMETER

FIRE RATED SEALANT AROUND PERIMETER

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

WIDTH

STUD5/8"

WIDTH

ACTUAL

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

DIM DIMDIM DIMDIM DIM

DIM DIM

A3

BASIC PARTITION

ASSEMBLY CATEGORY

FRAMING UNIT

SIZE CATEGORY

BASE

PLAN

HEAD

DIM DIM

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

PARTITION TAG

5/8"TYPE X

WIDTH

STUD

CH STUD PER SCHEDULE

METAL STUD PER SCHEDULE METAL STUD PER SCHEDULE

5/8" GYPSUM BOARD

METAL STUD U-TRACK (TOP AND BOTTOM)

METAL STUD U-TRACK (TOP AND BOTTOM)

1" GYPSUM SHAFT LINER

UNDERSIDE OF STRUCTURE

LINE OF CEILING (REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

FIRE-RATED SEALANT AROUND PERIMETER

METAL STUD U-TRACK (TOP AND BOTTOM)

PARTITION

PER PLAN

TYPICAL PARTITION TAG

BASE

PLAN

HEAD

METAL STUD U-TRACK (TOP AND BOTTOM)

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

BATT INSULATION

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

DIM DIM

HEAVY GAUGE METAL STUD PER SCHEDULE

RESILIENT CHANNEL

BASE

PLAN

HEAD

METAL STUD U-TRACK (TOP AND BOTTOM)

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

DIM DIM

METAL STUD PER SCHEDULE

LEAD LINING

ADJACENT

ROOM SIDE

EXAM SIDE

BASE

PLAN

HEAD

METAL STUD U-TRACK (TOP AND BOTTOM)

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

DIM DIM

METAL STUD PER SCHEDULE

A B

O V

E C

E

IL

IN

G

E X

T E

N D

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE BELOW

BASE

PLAN

HEAD

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

CMU BLOCK TO MATCH ADJACENT EXISTING CONSTRUCTION

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE TO MATCH EXISTING

DIM DIM

BASE - (REF: ROOM FINISH SCHEDULE)

EXISTING CORRIDOR RENOVATED SPACE

FIBER-REINFORCED PLASTIC (FRP) PANEL

HOLDING CELL SIDE

OMIT GYPSUM BOARD AND FRP AGAINST EXISTING WALL CONDITIONS

BASE

PLAN

HEAD

DIM DIM

WIDTH

ACTUAL

5/8"

WIDTH

STUD 5/8"

UNDERSIDE OF STRUCTURE

LINE OF CEILING (REF: RCP FOR HEIGHT & TYPE)

WALL FINISH (REF: ROOM FINISH SCHEDULE)

5/8" GYPSUM BOARD EACH SIDE

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

METAL STUD PER SCHEDULE

FIRE-RATED SEALANT AROUND PERIMETER

METAL STUD U-TRACK (TOP AND BOTTOM)

FORCE-RESISTANT WIRE MESH

1. REFER TO PLANS FOR LOCATION AND TYPES OF EACH PARTITION.

2. PAINT CONTINUOUS 4" TALL, STENCILED LETTERS, ABOVE CEILING, ON BOTH SIDES OF ALL FIRE AND SMOKE WALLS DESIGNATING THE PARTITION RATING INDICATED ON THE LIFE SAFETY PLAN.

3. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF ALL WALL TILE.

PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GYPSUM BOARD AT ALL

SCHEDULED TILE LOCATIONS. UNLESS NOTED OTHERWISE, TILE SHALL BE INSTALLED PER TILE COUNCIL OF AMERICA LATEST STANDARDS FOR EACH TYPE OF BACKING MATERIAL REPRESENTED

IN WALL/PARTITION.

4. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GYPSUM BOARD WHICH EXTENDS A

MINIMUM OF 6" ABOVE THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY

THE ARCHITECT.

5. REFER TO STRUCTURAL DRAWINGS FOR ALL LOAD BEARING WALL CONDITIONS IN REGARDS TO

STRUCTURAL REQUIREMENTS.

6. "ALIGN" MEANS SIMILAR COMPONENTS OF CONSTRUCTION, E.G. WALLS, JAMBS, ETC. SHALL ALIGN

ACROSS VOIDS AND JOINTS.

7. PARTITIONS SHALL BE CONTINUOUS OVER DOORS SAME ADJACENT WALLS (UNLESS NOTED

OTHERWISE) WHERE GYPSUM BOARD CONTINUES ABOVE CEILING AND ABOVE THE CEILING LEVEL

UP TO THE STRUCTURE ABOVE. ALL GYPSUM BOARD RETURNS SHALL HAVE CORNER BEADS

MINIMUM FLOOR TO CEILING. ALL PENETRATIONS IN GYPSUM BOARD CONSTRUCTION ABOVE

FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE

STOPPING TAPE/CAULK AT ALL RATED PARTITIONS.

8. ALL MECHANICAL CHASES AND OTHER NOTED CHASES ARE TO EXTEND UP TO THE UNDERSIDE OF

THE DECK STRUCTURE ABOVE. ALL PLUMBING CHASES, UNLESS OTHERWISE NOTED, SHALL

EXTEND ABOVE THE HIGHEST ADJOINING CEILING AND BE BRACED TO STRUCTURE.

9. ALL CONSTRUCTION DESIGNATED TO BE SUPPORTED BY ROOF STRUCTURE SHALL BE SUPPORTED

BY TOP CHORD OF STRUCTURAL JOISTS AND NOT FROM THE METAL DECK.

10. COORDINATE WITH MILLWORK DRAWINGS FOR PLACEMENT OF BLOCKING IN WALLS / PARTITIONS.

ALL WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

11. IMPACT RESISTANT GYPSUM BOARD, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND

LOCKERS.

12. SEAL THE TOP AND BOTTOM OF WALL, AS WELL AS ALL PENETRATIONS WHERE SMOKE

PARTITIONS ARE DESIGNATED ON THE LIFE SAFETY PLAN, TO ELIMINATE THE PASSAGE OF SMOKE.

13. USE DEFLECTION TRACKS WHERE STUD WALLS ATTACH DIRECTLY TO METAL DECK.

GENERAL PARTITION NOTES

UNDERSIDE OF STRUCTURE

FIRE RATED SEALANT

AROUND PERIMETER

DIM DIM

DEFLECTION TRACK

WHERE NEEDED

DEFLECTION TRACK AS REQUIRED

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :5

A

M

AE001

PARTITION TYPES

ECO

39 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

X3 1 HR ICRA (U419)

5/8" TYPE X GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD AT

16" O.C.

4 7/8" --

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

V1 NON-INSULATED CMU BLOCK TO MATCH EXISTING ADJACENT CONSTRUCTION. 7 5/8"

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

U3 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD SPACED AT

16" O.C.

4 7/8"

U6 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD SPACED AT

16" O.C.

7 1/4" --

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

S3 NON-INSULATED

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD SPACED AT

16" O.C. WITH LEAD LINING

4 29/32" --

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

R3

INSULATED

(U419)

5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD SPACED AT 16"

O.C. W/ BATT INSULATION AND FIBER-REINFORCED (FRP) PANEL

BOTH SIDES

8" 49 STC

R4 INSULATED

5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD SPACED AT

16" O.C. W/ BATT INSULATION AND RESILIENT CHANNEL AND

FIBER-REINFORCED PANEL (FRP) ONE SIDE

4 7/8" 49 STC

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

G2 1 HR (U415)

5/8" TYPE X GYPSUM BOARD ONE SIDE & 1" TYPE X GYPSUM

BOARD OPPOSITE SIDE OF 2 1/2" CH METAL STUD AT 16" O.C. W/

BATT INSULATION

3 1/8"

G4 1 HR (U415)

5/8" TYPE X GYPSUM BOARD ONE SIDE & 1" TYPE X GYPSUM

BOARD OPPOSITE SIDE OF 4" CH METAL STUD AT 16" O.C. W/ BATT

INSULATION

4 5/8" 51 STC

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

F3 1 HR (U419)

5/8" TYPE X GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD AT

16" O.C.

4 7/8"

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

E3 CARRIER

5/8" GYPSUM BOARD ONE SIDE OF (2) 3 5/8" METAL STUD WALLS AT

16" O.C. W/ BATT INSULATION ONE SIDE

1'-3 7/8" --

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

C3 NON-INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUD AT 16" O.C. 4 7/8"

C6 NON-INSULATED 5/8" GYPSUM BOARD EACH SIDE OF 6" METAL STUD AT 16" O.C. 7 1/4"

D3

INSULATED

(U419)

5/8" GYPSUM BOARD EACH SIDE OF3 5/8" METAL STUD AT 16" O.C.

W/ BATT INSULATION

4 7/8"

MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

A1 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE 7/8" HAT CHANNEL AT 16" O.C. 1 1/2" --

A2 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 2 1/2" METAL STUD AT 16" O.C. 3 1/8"

A3 NON-INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 3 5/8" METAL STUD AT 16" O.C. 4 1/4"

A6 NON- INSULATED 5/8" GYPSUM BOARD ONE SIDE OF 6" METAL STUD AT 16" O.C. 6 5/8" --

UP

BLDG 61

BLDG 29BLDG 62

B

B62

B

B

B

B

B

B

B

B29

B3

BLDG 26

H J K L M

WORKSTATIONS

001A

WORKSTATIONS

001A

GUEST

SERVICES

HOLDING

CELL

001B

HOLDING

CELL

001B

HOLDING

CELL

001C

HOLDING

CELL

001C

STAIR

FREEZER

025D

FOOD STG

025A

COOLER

025C

FOOD STG

025B

DISH WASH KITCHEN

CORRIDOR

C1

RETAIL

STORAGE

024A

RETAIL

STORE

DINING AREA

SERVING LINE SAFE

026B

VCS CHIEF

OFFICE

026A

VCS OFFICE

DINING AREA

VENDOR

022A

CORRIDOR

C2

VESTIBULE

032A

AE301

12'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 7'-0" 12'-0" 13'-10 1/2" 5'-1 1/2" 12'-2"

'-4

8'

-4

'-6

7'

-9

7' -1

1/

2" 7'

-9

/2

7' -9

/2

7'

-1

1/ 2"

7' -9

'-4

8' -6

'-4

LAB

DTR-1

DTR-2

DTR-3

DTR-4

DTR-5

DTR-6

DTR-7

DTR-8

CHIEF

035B

WORKSTATIONS

RECEPTION

035A

COPY /

SUPPLY

035F

LOCKER

035C

DRESSING

035E LOUNGE

035D

IT ROOM

HAC

DENTAL

MECH

STORAGE

ELEC

CLEAN

SUPPLY

STERILE

EQUIPMENT

MOBILE

EQUIPMENT

X-RAY

WAITING

ENTRY

CHECK-IN

KIOSK

034A

WC ALC.

034B

STF TLT

PAT TLT

MEDICATION

TRAY

STORAGE

SOILED

UTILITY

CAD/CAM

CART

A008

EQUIP

A007

LIFT

A006

EQUIP

A005

WC

A004

EQUIP

A003

EQUIP

A002

CRASH CART

A001

CORRIDOR

C3

ELECTRICAL

AE301

A

SECURITY

157'-2"

AE121

AE111

3'

-2

AE121

P U

M P

R O

O M

FEC FEC

FEC

FEC

FEC FEC

KEY PLAN

BLDG 26

BLDG 3 BLDG 1

BLDG 2BLDG 19

BLDG 61

BLDG 62

BLDG 29

N

PHASE FOUR

SERVICE YARD

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE D3 PARTITIONS UNLESS OTHERWISE NOTED.

REFER TO PARTITION TYPE SHEET (AE001) FOR WALL TYPES.

3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.

4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW

TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

7. PROVIDE CONTINUOUS 1 HOUR FIRE RATED EXPANSION MATERIAL AT EACH LEVEL BETWEEN

THE EXISTING BUILDING AND THE NEW INFILL CONSTRUCTION.

8. REFER TO PHASE SPECIFIC SHEETS FOR SCOPE AND EXTENT OF EACH PHASE OF WORK.

GENERAL PLAN NOTES

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD, STE 1415

PANAMA CITY, FL 32407

(502) 836-4232

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:SPUR #: 2016

/2

/2

:4 :5

A

M

AE101

OVERALL REFERENCE PLAN - GROUND

FLOOR

ECO

40 OF 190AJS

100% BID SET

CONSTRUCT INFILL OF

BUILDING 26 AND RENOVATE

SPECIALTY CARE CLINICS

12/21/2022

589-704

5500 EAST KELLOGG AVENUE

WICHITA, KANSAS 67218

N

1/8" = 1'-0"

OVERALL GROUND FLOOR PLAN1

UPUP

UP

B C D E F G

BLDG 61

BLDG 29BLDG 62

B

B62

B

B

B

B

B

B

B

B29

B3

BLDG 26

H J K L M

AE301

M E

C H

A N

IC

A

L C

H A

S E

SHARED

WAITING

100A

NEURO

NEURO

GI / RHEUM

GI / RHEUM

GI EXAM

GI EXAM

LOUNGE /

LOCKER

CLEAN

UTILITY

PAT TLT

NEURO

TEAM SPACE 1

GI EXAM

GI / RHEUM

CORRIDOR

CORRIDOR

RECEPTION

100B

CORRIDOR

PROC TLT

123B

MED EQUIP

STORAGE

PROCEDURE

ROOM

123A

MEDICATION

PFT

126A

PFT TLT

126B

SOILED

UTILITY

HAC

RENAL

HOME

OXYGEN

RENAL

RENAL

PULM / SLEEP

PULM / SLEEP

PULM / SLEEP

CPAP CONS.

FLEX EXAM

C-PAP STG

147PAT. TLT

VESTIBULE

122B

CPAP CONS.

141A

CPAP CONS.

143A

PULM / SLEEP

RENAL

CLEAN

UTILITY

RENAL

TEAM SPACE

122A

STF TLT

STG

141B STG

143B

CORR.

O2, FULL

129B

O2, EMPTY

129A

IT ROOM

ELEC

CRASH CART

A102

ALCOVE

A101

AE301

12'-0" 19'-0" 19'-0" 19'-0" 19'-0" 19'-0" 7'-0" 12'-0" 13'-10 1/2" 5'-1 1/2" 12'-2"

'-4

8'

-4

'-6

7'

-9

7' -1

1/

2" 7'

-9

/2

7' -9

/2

7'

-1

1/ 2"

7' -9

'-4

8' -6

'-4

STF TLT

M E

C H

A N

IC

A

L C

H A

S E

A AE121

157'-2"

AE111

RECEPTION

100C

FEC

FEC

FEC

FEC

FEC

KEY PLAN

BLDG 26

BLDG 3 BLDG 1

BLDG 2BLDG 19

BLDG 61

BLDG 62

BLDG 29

N

PHASE FOUR

SERVICE YARD

1. ALL DOOR FRAMES TO BE LOCATED 4" FROM OUTSIDE OF FRAME TO FINISH FACE OF ADJACENT

WALL UNLESS NOTED OTHERWISE.

2. ALL WALLS ARE TYPE D3 PARTITIONS UNLESS OTHERWISE NOTED.

REFER TO PARTITION TYPE SHEET (AE001) FOR WALL TYPES.

3. REFER TO DOOR SCHEDULE & DETAILS SHEET (AE601) FOR DOOR INFORMATION.

4. ALL WALLS ARE DIMENSIONED TO CENTERLINE OF METAL STUD, UNLESS NOTED OTHERWISE.

5. BLOCK OUT SLAB FOR PENETRATIONS SHALL BE 2" LARGER THAN DUCT SIZE TO ALLOW

TOLERANCE FOR DUCT PASSAGE AND FIRE SAFING. COORDINATE WITH MEP FOR DUCT SIZES.

6. FURR AROUND ALL COLUMN PROTRUSIONS AS NEEDED UNLESS NOTED OTHERWISE.

7. PROVIDE CONTINUOUS 1 HOUR FIRE RATED EXPANSION MATERIAL AT EACH LEVEL BETWEEN

THE EXISTING BUILDING AND THE NEW INFILL CONSTRUCTION.

8. REFER TO PHASE SPECIFIC SHEETS FOR SCOPE AND EXTENT OF EACH PHASE OF WORK.

GENERAL PLAN NOTES

PHASING AND PROJECT SCOPE LEGEND

AREAS OF WORK OUTSIDE OF CURRENT PHASE OR OUTSIDE OF PROJECT

SCOPE SHOWN. REFERENCE GI011 - PHASING PLANS FOR MORE INFORMATION.

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing #

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

KS ARCH REG. NO. A-930, EXP. 12/31/2023

KS ENGR REG. NO. E-2586, EXP. 12/31/2023

STRUCTURAL / CIVIL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGR

SPUR DESIGN

25219 MADISON AVENUE, SUITE 100

KANSAS CITY, MO 64108

(913) 369-7200

The information on this document is preliminary or incomplete, not for construction, recording purposes, or implementation.

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

INDUSTRIAL HYGENIST

RIVERFRONT HEALTH & SAFETY

1139 OLIVE STREET,

ST. LOUIS, MO 63101

(314) 436-9492

HEALTHCARE PLANNER

INNOVA GROUP

3196 N. SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH ROAD,…