Attachment 7 - Architectural - Drawings.pdf

DN

EXISTING BUILDING 3 FOOTPRINT

BUILDING FOOTPRINT (NOT IN SCOPE

EXISTING LIGHT POST

TEMPORARY BUILDING (NOT IN SCOPE)

SITE PLAN LEGEND

TEMPORARY BUILDING UTITILY

CONNECTION, REF. CIVIL

BLDG 3

T1

T2

T3

T4 32.04

AS001

BUILDING 56

2.012.01

BUILDING 26

2.19

2.18

'-9

/2

1'-6" 5'-6" 1'-6"

32.05

32.02

AS001

6' -2

/2

32.03

32.06

EL. -0.16

EL. 0.00

EL. 0.00

: 2

M

A X

32.07

AS001

22.04

32.08

6"

2.22

KEY PLAN

BUILDING 3

LEVEL 1

0"

LEVEL 2

9'-4"

8"

10° 20°

V E

R T

IC

A

L

PERIMITER FACIA WITH

INTEGRATED GUTTER, BY MFR.

1 1/2" DEEP FLAT DECK, BY MFR.

4" SQUARE BEAMS, BY MFR.

NEW CURB (BEYOND)

REF. CIVIL

4" SQUARE DOWNSPOUT,

ALIGN WITH CANOPY COLUMN

4" SQUARE COLUMN, BY MGF.

NEW CONCRETE

WALKWAY, REF. CIVIL

EXISTING PAVEMENT

TO REMAIN

DOOR ACCESS SWITCH,

REF. ELEC

1/4" / 12"

AS001

EXTEND DOWNSPOUT

TO STREET

ELECTRICAL CONDUIT,

ROUTE UNDERGROUND

AND THROUGH COLUMN

REF. ELEC

LEVEL 1

0"

LEVEL 2

9'-4"

AS001

PERIMITER FACIA WITH

INTEGRATED GUTTER, BY MFR.

WALL MOUNTED LIGHT PACK,

CENTER OVER DOOR, REF. ELEC

NEW CURB, REF. CIVIL

4" SQUARE DOWNSPOUT,

ATTACH TO COLUMN,

MATCH COLUMN ANGLE.

4" SQUARE COLUMN, BY MGF.

NEW CONCRETE

WALKWAY, REF. CIVIL

EXISTING PAVEMENT

TO REMAIN

NEW CANOPY FTG (BEYOND)

EXTEND DOWNSPOUT

TO STREET

RAKE EXISTING MORTAR JOINT 1",

INSERT COUNTER FLASHING AND

HOLD WITH WEDGES

SHEETMETAL FLASHING,

MATCH ROOF FINISH

EXISTING MASONRY

WALL TO REMAIN

CANOPY DECKING, BY MFR.

PERIM. PROFILE W/ INTEGRATED

GUTTER, BY MFR. BEYOND

FILL JOINT WITH SEALANT

LA

P

4" M

IN

SHEETMETAL COUNTERFLASHING,

MATCH ROOF FINISH

STEEL ANGLE ANCHORED TO EXISTING

EXTERIOR WALL, REF: STRUCTURAL

1/4" / 12"

GALVANIZED THREADED ROD

REF: STRUCTURAL

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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :5

A

M

ARCHITECTURAL SITE PLAN

NRL 18 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AS001

SPUR #: 1794.13

1" = 20'-0"

SITE PLAN1

N

1/4" = 1'-0" 1/ AE111

ENTRY RAMP PLAN4

KEYNOTE LEGEND

2.01 EXISTING TO REMAIN

2.18 REMOVE EXISTING MECHANICAL EQUIPMENT, REF.

MECHANICAL

2.19 REMOVE EXISTING CONCRETE SLAB, PREP SOIL FOR

SOD, INSTALL NEW SOD.

2.22 EXISTING CURB

22.04 ALUMINUM GUTTER

32.02 NEW ACCESSIBLE WALKWAY, 1:20 MAXIMUM SLOPE,

REF. CIVIL

32.03 NEW CONCRETE LANDING

32.04 APPROXIMATE LOCATION OF TEMPORARY BUILDINGS.

TEMPORARY BUILDING PART OF FUTURE PROJECT

PER SEPARATE CONTRACT.

32.05 NEW CANOPY

32.06 NEW CANOPY SUPPORTS

32.07 NEW CURB CUT, REF. CIVIL

32.08 NEW CURB, REF. CIVIL

N

1/2" = 1'-0" 3/ AS001

SECTION AT SOUTH CANOPY21/2" = 1'-0" 4/ AS001

ELEVATION AT SOUTH CANOPY3

AS0011 1/2" = 1'-0" 2/ AS001

CANOPY / WALL EXPANSION JOINT5

No. REVISION DESCRIPTION DATE brenden.bond Image

UP

DN

DN

UP

UP

DN

DN

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

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 OR AREA HAS BEEN

INSPECTED BY THE KCVA COR 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.

GENERAL DEMOLITION NOTES

CRAWLSPACE

CS1

CRAWLSPACE

CS2

CRAWLSPACE

CS4

CRAWLSPACE

CS3

CRAWLSPACE

CS5

MECHANICAL

B02

MECHANICAL

B07

MECHANICAL

B01

ELEC

B07A

STAIR 1

2.05

2.06

EXISTING

3-101A

EXISTING

3-101

EXISTING

3-103

EXISTING

3-102

EXISTING

3-104

3-100

EX ELEV MECH

3-106

EX MEN'S

RESTROOMEXISTING BREAK ROOM

3-108

EXISTING

3-110

EXISTING

3-109 EXISTING

3-107

EX ENTRY

3-121

EXISTING

3-111

EXISTING AUDITORIUM

3-112

EXISTING

3-112B

EXISTING

3-112A 3-105

EX WOMEN'S

RESTROOM

3-111A

EX HAC

CLOSET

STAIR 2

STAIR 1

EX ELEV

EXISTING CORRIDOR

3-120 2.09

20'-11 15/16"3'-4" 1'-0 7/8" 13'-9 1/8"

R E

F C

IV

IL

1' -8

M

IN

2.10

2.11

2.11

2.122.122.12

2.13

2.12

2.14 2.14

2.14

2.142.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.14

2.20

EX ELEV STAIR 2

STAIR 1

EXISTING

3-212

EXISTING

3-202

EXISTING

3-204

EXISTING

3-211

EXISTING

3-203

EXISTING

3-201

EXISTING

3-210

EXISTING

3-200

EXISTING

3-201A

EXISTING

3-205

EXISTING

3-207

EXISTING

3-209

EXISTING CORRIDOR

3-208

3-206

EXISTING

SPECIMEN

COLLECTION

3-208

EXISTING

RESTROOM

3'-4" 7'-1 1/8" 3'-4" 27'-0 7/16"

2.11

2.11

2.11

2.14

2.14

2.14

2.142.142.14

2.14

2.142.14

2.14 2.14 2.14

2.14 2.142.14

2.14

2.17

2.17

2.11

2.11

EXISTING WALL CONSTRUCTION TO BE DEMOLISHED IN ITS ENTIRETY

DEMOLITION LEGEND

EXISITNG DOOR & FRAME TO BE DEMOLISHED IN ITS ENTIRETY

EXISITING WINDOW & FRAME TO BE DEMOLISHED IN ITS ENTIRETY

EXISTING WALLS TO REMAIN

EXISTING AREA TO REMAIN (NOT IN SCOPE)

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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

DEMOLITION PLANS

NRL 19 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AD011

SPUR #: 1794.13

N

1/8" = 1'-0"

BASEMENT DEMOLITION PLAN1

N

1/8" = 1'-0"

LEVEL 1 DEMOLITION PLAN2

N

1/8" = 1'-0"

LEVEL 2 DEMOLITION PLAN3

KEYNOTE LEGEND

2.05 REMOVE EXISTING CONCRETE WALKWAY TO THE EXTENTS SHOWN

2.06 REMOVE EXISTING DEMOUNTABLE WALL SYSTEM

2.09 REMOVE EXISTING SLIDING DOOR

2.10 REMOVE EXISTING CANOPY IN ITS ENTIRETY

2.11 REMOVE EXISTING WINDOW IN ITS ENTIRETY

2.12 REMOVE EXISTING MILLWORK IN ITS ENTIRETY

2.13 REMOVE EXISTING SINK

2.14 EXISTING FLOOR FINISH TO BE DEMOLISHED

2.17 REMOVE EXISTING LOUVERS

2.20 REMOVE EXISITNG DOOR PANEL, EXISTING FRAME TO REMAIN. REMOVE ALL DOOR

HARDWARE FROM FRAME INCLUDING, BUT NOT LIMITED TO HINGES, LATCH, AND DOOR

CLOSER. PATCH FRAME AS NECESSARY. PAINT FRAME PT-4.

No. REVISION DESCRIPTION DATE

EX ELEV STAIR 2

STAIR 1

8'-0"

9'-0"9'-0"

EXISTING

3-101A

EXISTING

3-101

EXISTING

3-103

EXISTING

3-102

EXISTING

3-104 3-100

EX ELEV MECH

3-106

EX MEN'S

RESTROOM

3-108

EXISTING

BREAK ROOMEXISTING

3-110

EXISTING

3-109

EXISTING

3-107

EX ENTRY

3-121

EXISTING

3-111

3-112

EXISTING

AUDITORIUM

EXISTING

3-112B

EXISTING

3-112A 3-105

EX WOMEN'S

RESTROOM

3-111A

EX HAC

CLOSET

3-120

EXISTING

CORRIDOR

EX ELEV

STAIR 2

OPEN TO

STRUCTURE

EXISTING

3-212

EXISTING

3-202

EXISTING

3-204

EXISTING

3-211

EXISTING

3-203

EXISTING

3-201

EXISTING

3-210

EXISTING

3-200

EXISTING

3-201A

EXISTING

3-205

EXISTING

3-207

EXISTING

3-2093-208

EXISTING

CORRIDOR

3-206

EXISTING

SPECIMEN

COLLECTION

3-208

EXISTING

RESTROOM

STAIR 1

OPEN TO

STRUCTURE

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

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 OR AREA HAS BEEN

INSPECTED BY THE KCVA COR 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.

GENERAL DEMOLITION NOTES

2' x 2' ACOUSTICAL CEILING, DEMO

2 x 4 EXISTING LIGHT FIXTURE TO REMAIN

2 x 4 EXISTING LIGHT FIXTURE, DEMO

DEMOLITON REFLECTED CEILING PLAN LEGEND

2' x 4' ACOUSTICAL CEILING, DEMO

EXISTING TO REMAIN

1 x 4 EXISTING LIGHT FIXTURE, DEMO

AIR RETURN TERMINAL, DEMO

AIR SUPPLY TERMINAL, DEMO

2' x 4' ACOUSTICAL CEILING, DEMO

1 x 4 EXISTING LIGHT FIXTURE TO REMAIN 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

REFLECTED CEILING DEMOLITION

PLANS

NRL 20 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AD131

SPUR #: 1794.13

N

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING DEMOLITION PLAN1

N

1/8" = 1'-0"

LEVEL 2 - REFLECTED CEILING DEMOLITION PLAN2

No. REVISION DESCRIPTION DATE

C 4

FRAMING UNIT SIZE CATEGORY

BASIC PARTITION ASSEMBLY CATEGORY

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"

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

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

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

NOTE: INSULATED WALLS AROUND

RESTROOMS EXTEND OUTSIDE LAYER

OF GYPSUM BOARD TO DECK

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

WIDTH

STUD5/8"

WIDTH

ACTUAL

BATT INSULATION WHERE

SPECIFIED IN SCHEDULE

DIM DIMDIM DIMDIM DIM

METAL STUD PER SCHEDULE METAL STUD PER SCHEDULE

5/8" GYPSUM WALLBOARD

METAL STUD U-TRACK (TOP AND BOTTOM)

METAL STUD U-TRACK (TOP AND BOTTOM)

BASE

PLAN

HEAD

LINE OF CEILING

(REF: RCP FOR HEIGHT & TYPE)

WALL FINISH

(REF: ROOM FINISH SCHEDULE)

FIN FLOOR (REF: ROOM FINISH SCHEDULE)

BASE (REF: ROOM FINISH SCHEDULE)

ACOUSTICAL SEALANT AROUND

PERIMETER (INSULATED WALLS)

WIDTH

STUD5/8"

WIDTH

ACTUAL

BATT INSULATION

DIM DIM

METAL STUD PER SCHEDULE

5/8" GYPSUM WALLBOARD

METAL STUD U-TRACK (TOP AND BOTTOM)

1/2" AIR GAP

1" CONTINUOUS RIGID INSULATION

1. 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.

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

PROVIDE AND INSTALL CEMENTITIOUS BACKER BOARD IN LIEU OF GWB 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.

3. ALL SUSPENDED WALLS AND PARTITIONS SHALL HAVE GWB WHICH EXTENDS A MINIMUM OF 6" ABOVE

THE SUSPENDED CEILING UNLESS SHOWN AND/OR NOTED OTHERWISE BY THE ARCHITECT.

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

STRUCTURAL REQUIREMENTS.

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

ACROSS VOIDS AND JOINTS.

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

OTHERWISE) WHERE DRYWALL 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 DRYWALL CONSTRUCTION ABOVE FINISHED CEILING SHALL BE EFFECTIVELY SEALED TO PREVENT SOUND LEAKAGE AND FIRE STOPPING TAPE/CAULK AT ALL

RATED PARTITIONS.

7. 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.

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

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

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

WOOD BLOCKING IS TO BE FIRE RETARDANT TREATED.

10. IMPACT RESISTANT GWB, WHERE NOTED, IS OPTIONAL ABOVE 8' AFF AND BEHIND LOCKERS.

11. 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.

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

GENERAL PARTITION 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

PARTITION TYPES

NRL 21 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE021

SPUR #: 1794.13

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

X3 INSULATED

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

AT 16" O.C. W/ BATT INSULATION, OVER 1/2" AIR GAP

AND 1" CONTINUOUS RIGID INSULATION

5 3/4" -

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

E3 CARRIER

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

STUD AT 16" O.C. WALLS W/ BATT INSULATION BOTH

SIDES

1'-8" 56

TYPE 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"

D3 INSULATED

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

AT 16" O.C. W/ BATT INSULATION

4 7/8" 38

TYPE MARK WALL TYPE DESCRIPTION WIDTH MIN. STC

A3 NON-INSULATED

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

AT 16" O.C.

4 1/4" 27

B3 INSULATED

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

AT 16" O.C. W/ BATT INSULATION

4 1/4" 29

No. REVISION DESCRIPTION DATE

UP

UP

DN

DN

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 C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

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

4. REFER TO GLAZING ELEVATIONS & DETAILS SHEET (AE601) FOR WINDOW INFORMATION.

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

6. 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.

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

GENERAL PLAN NOTES

CRAWLSPACE

CS1

CRAWLSPACE

CS2

CRAWLSPACE

CS4

CRAWLSPACE

CS3

CRAWLSPACE

CS5

190 SF

MECHANICAL

B07

206 SF

MECHANICAL

B02

84 SF

MECHANICAL

B01

MECH

B07A

S 1-

G

B

STAIR 1

FEC

AE111

AE201

AE201

AE201

13-111

ADMIN

AE201

56 SF

EX ELEV MECH

3-100

EX ELEV

STAIR 2

STAIR 1

799 SF

CLASSROOM /

IV TESTING

3-112

20 SF

EX HAC

CLOSET

3-111A

34 SF

EX STOR

3-112A

34 SF

EX STOR

3-112B

131 SF

BREAKROOM

3-101

77 SF

EX ENTRY

3-105

192 SF

CONFERENCE

ROOM

3-102

100 SF

TELECOM

3-108

210 SF

ADMIN

3-110

283 SF

ADMIN

3-103

316 SF

ADMIN

3-107

59 SF

MENS RR

3-106

59 SF

WOMENS RR

3-104

3-

3-

E3

CORRIDOR

C1-3-1

3-

2.082.08 2.082.08

AE401

C3 D3

AE40119

FEC

F E

C

D3

AE101

F E

C

AE111

1.02 X3X3

X3 X3

X3X3

X3 X3X3

X3X3

X3

X3

X3

3-111B

3-

3-

S2-1A

3-

2B

3-

2A

3-111E

3-111D

3-

2C 3-

2D

S 1-

1B

S2-1B

3-

1C

3-

1A

3-

3-

5A 3-

5B

S1-1A

12.19

22.08

131 SF

BREAKROOM

3-201

EX ELEV

STAIR 2

STAIR1

245 SF

CLASSROOM /

IV TESTING

3-200

306 SF

CLASSROOM /

IV TESTING

3-210

98 SF

HAC

3-209

237 SF

WAITING

ROOM

3-203

372 SF

CLASSROOM /

IV TESTING

3-211

59 SF

MENS RR

3-208

59 SF

WOMENS RR

3-206

E3

3-

3-

3-

1A

3-

3-

CORRIDOR

C2-3-2 2.082.08

D3D3

AE401

FEC

A3

A3

A3

A3

AE101

AE101

SIM

AE101

SIM

AE101

SIM

AE111

3-

S 1-

3-211B

3-

S2-2

AE101

FIRE - 1 HOUR (NEW/EXISTING)

PARTITION LEGEND

SMOKE (NEW/EXISTING)

EXISTING NON-RATED

WALL TO REMAIN

NEW WALL

BACKER ROD AND SEALANT

EXTEND METAL FRAMING

INTO WINDOW OPENING

1/ 2"

C3

GYPSUM BOARD

APPLY BLACKOUT FILM TO INTERIOR

OF BLOCKED-IN WINDOW PANES

APPLY 7 MIL ANTI-SHATTER FILM TO

INTERIOR OF ALL WINDOW PANES

B3

B3

CENTER FRAMING ON

WINDOW MULLION

FIBERGLASS BATT INSULATION

1'-9" MIN. CLR.

1' -9

M

IN

. C

LR

STEEL FRAMING

5/8" GYPSUM BOARD

A3

A3

EXISTING WALL TO REMAIN

ALIGN WALL WITH WINDOW

JAMB, WHERE OCCURS, REF.

PLANS FOR LOCATIONSX3X3

DUCT, REF. MECH.

STEEL FRAMING

5/8" GYPSUM BOARD

EXISTING WALL TO REMAIN

DUCT, REF. MECH.

BATT INSULATION

A3

X3

A3

D3

X3B3 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

REFERENCE PLANS

NRL 22 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE101

SPUR #: 1794.13

N

1/8" = 1'-0"

BASEMENT - REFERENCE PLAN1

N

1/8" = 1'-0"

LEVEL 1 - REFERENCE PLAN2

N

1/8" = 1'-0"

LEVEL 2 - REFERENCE PLAN3

KEYNOTE LEGEND

1.02 WALL CENTERLINE TO ALIGN WITH THE CENTERLINE OF WINDOW MULLION

2.08 MATCH INFILLING WALL THICKNESS TO EXISTING WALL

12.19 CEILING MOUNTED CURTAIN AND TRACK

22.08 FLOOR DRAIN, UNDER COUNTER. REF: PLUMBING

1 1/2" = 1'-0" 2/ AE101

PLAN DETAIL AT WINDOW MULLION4

3/4" = 1'-0" 3/ AE101

TYP MECHANICAL CHASE5

3/4" = 1'-0"

RESTROOM EXHAUST CHASE6

No. REVISION DESCRIPTION DATE

UP

UP

UP

DN

DN

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 C3 PARTITIONS UNLESS OTHERWISE NOTED. REFER TO PARTITION TYPE

SHEET FOR WALL TYPES.

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

4. REFER TO GLAZING ELEVATIONS & DETAILS SHEET (AE601) FOR WINDOW INFORMATION.

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

6. 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.

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

GENERAL PLAN NOTES

20'-2" FV 25'-0" FV 77'-0" FV 18'-0" FV

140'-2" FV

'-3

/2

F

V

5'-0" FV 9'-0" FV 11'-0" FV

FV

3'-8 1/8" 9'-0" FV 5'-0" FV 9'-0" FV 9'-0" FV 5'-4" FV

FV

5'-0" 7'-11 7/8" FV

29'-4" FV 18'-4" FV 47'-4" FV FV

3'-8 1/2" 9'-0" FV 5'-0" FV 9'-0" FV

2'-7 1/2" FV 2'-0 1/2" FV

9'-0" FV 5'-4" FV 9'-0" FV 7'-3 1/2" FV 9'-4" FV

FV

5'-4"

'-0

F

V 6'

-8

F V

'-1

1/

2" F

V 6'

-8

F V

'-0

F

V

4' -0

F

V

5' -0

F

V

'-0

F V

6' -8

F

V 9'

-7

/2

F V

9'-0" FV

'-0

F

V

7'-5" 7'-5" 20'-5 1/2"

EX ELEV MECH

3-100

EX ELEV

STAIR 2

CLASSROOM /

IV TESTING

3-112

EX HAC

CLOSET

3-111A

EX STOR

3-112A

EX STOR

3-112B

BREAKROOM

3-101

EX ENTRY

3-105

CONFERENCE

ROOM

3-102

TELECOM

3-108

ADMIN

3-110

ADMIN

3-103

ADMIN

3-107

MENS RR

3-106

WOMENS RR

3-104

STAIR1

CORRIDOR

C1-3-1

6' -2

/2

7'

-0

11 1/2"

CRAWLSPACE

CS1

CRAWLSPACE

CS2

CRAWLSPACE

CS4

CRAWLSPACE

CS3

CRAWLSPACE

CS5

MECHANICAL

B07

MECHANICAL

B02

MECHANICAL

B01

MECH

B07A

95'-0" FV

FV

3'-8 1/8" 9'-0" FV 5'-0" FV 9'-0" FV 9'-0" FV

'-0

F

V

29'-4" 18'-4" 47'-4" FVFV

3'-8 1/2" 9'-0" FV 5'-0" FV 9'-0" FV

2'-7 1/2" FV 2'-0 1/2" FV

9'-0" FV

7'-5" 7'-5" 26'-6"

6'-0"

A

LI

G N

BREAKROOM

3-201

CLASSROOM /

IV TESTING

3-200

CLASSROOM /

IV TESTING

3-210

HAC

3-209

CLASSROOM /

IV TESTING

3-211

MENS RR

3-208

WOMENS RR

3-206

EX ELEV

STAIR 2

STAIR1

4'-0" FV

9' -8

F

V

5' -0

" CORRIDOR

C2-3-2

WAITING

ROOM

3-203

11 1/2"

LEVEL 1

0"

LEVEL 2

9'-4"

ROOF

18'-8"

PARAPET

21'-2 3/8"

PROVIDE SLIP-TRACK AT

TOP OF STUD WALL

SCRIBE RIGID INSULATION

AROUND STRUCTURAL JOISTS,

FILL ALL GAPS

AE601

AE601

AE601

EXISTING PLASTER TO REMAIN

5/8" GYPSUM BOARD

3 5/8" METAL STUDS, FILL

WITH FIBERGLASS BATT

INSULATION, REF. PLAN

FINISH & PAINT,

REF. FINISH PLAN

1" RIGID INSULATION

1/2" AIR GAP

7' -1

/4 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

DIMENSION PLANS

NRL 23 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE111

SPUR #: 1794.13

N

1/8" = 1'-0"

LEVEL 1 - DIMENSION PLAN3

N

1/8" = 1'-0"

BASEMENT - DIMENSION PLAN2

N

1/8" = 1'-0"

LEVEL 2 - DIMENSION PLAN4

KEYNOTE LEGEND

1/2" = 1'-0" 1/ AE101

EXTERIOR WALL FURRING SECTION1

No. REVISION DESCRIPTION DATE

/4

3/8" / 12"

3/4" / 12"3/4" / 12"

1/4" / 12"

/4

3/8

2"

3/8" / 12"

1/4" / 12"

1/4" / 12"

/4

/8

1/8" / 12"

1/4" / 1 2"

1/4" / 12" 1/4" / 12"

/4

/4

7.83

7.837.83

7.837.83

7.837.83

7.837.83

7.83

VP

1" 10'-8 1/2"

8' -6

7.837.83

2.16

5.29

5.30 5.30

5.30

2.01

2.16

23.02

23.02

23.02

23.02

2.16

2.16

1/4" / 12" 1/4" / 12" 1/4" / 12"1/4" / 12"

/4

/4

/4

/4

/4

3"

9' -1

1" 2'

-8

/2

9' -1

1" 2'

-8

/2

T Y

P

2' -6

23.01 23.0123.01

23.01

8' -9

7.64 7.64

7.64

7.64

7.67

5'-0" 6'-10 1/2" 18'-6" 5'-8"

13.11

VP

2.21

AE121

/4

7.64

9' -5

/2

3" 3"

3"

5'-8" 9'-3 1/2" 6'-10 1/2" 3'-7"

3" 3"

3" 3"

3" 3"

3"3"

3' -8

/2

9'

-5

/2

3"

3"

40'-6" 19'-0"

7.93

7.15

7.93

7.15

AE121

AE121

AE111

AE121

5.01

13.12

1/4" / 12"

7.86

5.31

2.07

5.04

23.02

1/4" / 12" ROOF SLOPE

ROOF DRAIN

RD

ROOF LEGEND

VENT PIPE, REF. PLUMBING SETVP

EXHAUST FAN, REF. MECH. SET

NEW MECHANICAL EQUIPMENT,

REF. MECHANICAL SET

ROOFTOP WALKWAY PAD

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

ARCHITECT, IN WRITING, OF ANY DISCREPANCIES.

2. ALL INFORMATION SHOWN ON THE CONSTRUCTION DOCUMENTS IS BASED ON FIELD OBSERVATIONS

AND/OR THE ORIGINAL CONSTRUCTION DOCUMENTS OF THE FACILITY.

3. REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION REGARDING NEW OR REMOVED

EQUIPMENT.

GENERAL ROOF PLAN NOTES

NEW ROOF MEMBRANE

REMOVE EXISTING INSULATION AS

REQUIRED TO INSTALL NEW ROOF CURB.

NEW RIGID INSULATION TO MATCH

DEPTH OF EXISITNG INSULATION

3" X 3" CANT STRIP

3"

NEW SAMF, LAP 4" OVER ROOFING

MEMBRANE, RUN UP SIDE OF MECHANICAL

CURB AND UNDER DRIP EDGE.

4" MIN.

ROOF CURB PER MECHANICAL

EXISTING ROOF STRUCTURE TO REMAIN

EXISTING PARAPET TO REMAIN,

REPAIR ANY DAMAGE TO

ADJACENT SURFACES CAUSED

BY SCUPPER INSTALLATION

NEW CONNECTOR HEAD

WITH 3X4 CUTOUT IN FACE

LOCK SEAM BETWEEN FLANGE

AND CONNECTOR HEAD

FLANGE TO EXTEND ONTO ROOF,

LAP ROOFING OVER FLANGE

FLASH OVER PARAPET WALL

AND FLANGE

NEW DOWNSPOT

BLOCKING AS REQUIRED

8"

NEW ROOF MEMBRANE

REMOVE EXISTING INSULATION AS

REQUIRED TO INSTALL NEW SCUPPER.

NEW RIGID INSULATION TO MATCH

DEPTH OF EXISITNG INSULATION

EXISTING ROOF

STRUCTURE TO REMAIN

EXISTING WALL TO REMAIN,

REPAIR ANY DAMAGE TO

ADJACENT SURFACES CAUSED

BY SCUPPER INSTALLATION

1' -4

1'-0"

2" M

A X

3"

NEW ROOF

MEMBRANE

TPO FLASHING

GALVANIZED RAIN

COWL / AIR GAP

GALVANIZED PIPE SLEEVE

REMOVE EXISTING INSULATION AS

REQUIRED TO INSTALL PIPE COLLAR,

NEW INSULATION TO MATCH DEPTH

OF EXISITNG INSULATION

6" M

IN

.GALVANIZED PIPE

COLLAR

SEAL SEAMS

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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

ROOF PLAN

NRL 24 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE121

SPUR #: 1794.13

N

1/4" = 1'-0"

LEVEL 1 - ROOF PLAN1

KEYNOTE LEGEND

2.01 EXISTING TO REMAIN

2.07 EXISTING ROOF ACCESS LADDER TO REMAIN

2.16 EXISTING ROOF SCUPPER TO REMAIN

2.21 EXISTING ROOF DRAIN TO REMAIN

5.01 STRUCTURAL STEEL. SEE STRUCT. DWG'S

5.04 WALL MOUNTED ROOF ACCESS LADDER

5.29 NEW EXTRUDED ALUMINUM CANOPY SYSTEM WITH INTEGRAL GUTTERS

5.30 NON-PENETRATING STEEL ROOF FALL PROTECTION SYSTEM

5.31 PREFRABRICATED METAL STAIR AND RAILING

7.15 SHEETMETAL DOWNSPOUT, DOWNSPOUT TO CONFORM TO WALL SURFACE, ROUTE AROUND ALL

OBSTRUCTIONS SUCH AS SILLS OR DECORATIVE PROTRUSIONS.

7.64 MANUFACTURED CURB UNDER NEW MECHANICAL EQUIPMENT

7.67 ROOF WALKWAY SURFACE, MASK-OFF WALKWAY EDGES TO EXTENTS INDICATED ON ROOF PLAN

PRIOR TO INSTALLATION OF ADDITIONAL SURFACE AND AGGREGATE TO ENSURE CLEARLY

DEFINED WALKWAY AREAS, COORDINATE FINAL LOCATION WITH VA PRIOR TO INSTALLATION

7.83 LIQUID APPLIED ROOFING RESTORATION, ENTIRE ROOF

7.86 EXPANSION JOINT COVER ASSEMBLY

7.93 8" x 10" THROUGH-WALL SCUPPER

13.11 NEW FALL PROTECTION CAGE.

13.12 COLUMN MOUNTED JIB CRANE, REF: SPECS

23.01 ROOFTOP MECH. EQUIPMENT, REF: MECHANICAL

23.02 MECHANICAL DUCT, REF: MECHANICAL

1 1/2" = 1'-0" 1/ AE121

DETAIL AT ROOF CURB21 1/2" = 1'-0" 1/ AE121

DETAIL AT ROOF SCUPPER36" = 1'-0" 1/ AE121

ROOF DETAIL -TYPICAL PIPE PENTRATION4

No. REVISION DESCRIPTION DATE

2' x 4' ACOUSTICAL CEILING GYPSUM BOARD CEILING

CEILING HEIGHT,

ABOVE FINISH FLOOR

2' x 4' LIGHT FIXTURE

REF: ELECTRICAL

00'-00"

REFLECTED CEILING PLAN LEGEND

RETURN AIR GRILLE,

REF: MECH

VRF CASSETTE, REF: MECH

EXHAUST AIR GRILLE

REF: MECH

2 x 2 LIGHT FIXTURE

REF: ELECTRICAL

EXISTING TO REMAIN

SENSOR

REF: ELECTRICAL

EXIT LIGHT / SIGN

WALL-MOUNTED EXT LIGHT,

9'-0" AFF. REF. ELECTRICAL

NEW SMOKE DETECTOR -

SPOT TYPE

S

6" x 4' LIGHT FIXTURE

REF: ELECTRICAL

1. ALL CEILINGS 8'-0" A.F.F. U.N.O.

2. ALL SURFACES OF FURRDOWNS TO BE PAINTED P1 U.N.O.

3. PROVIDE HOLD DOWN CLIPS AT VESTIBULES AND AREA NEAR EGRESS DOORS.

GENERAL REFLECTED CEILING PLAN NOTES

9'-0"

AE131

EX ELEV MECH

3-100

CLASSROOM /

IV TESTING

3-112

EX HAC

CLOSET

3-111A

EX STOR

3-112A

EX STOR

3-112B

BREAKROOM

3-101

EX ENTRY

3-105

CONFERENCE

ROOM

3-102

TELECOM

3-108

ADMIN

3-110

ADMIN

3-103

ADMIN

3-107

MENS RR

3-106

WOMENS RR

3-104

EX ELEV STAIR 2

STAIR1

E Q

E Q

EQ EQEQ EQ

E Q

E Q

ADMIN

3-111

OPEN TO

STRUCTURE

OPEN TO

STRUCTURE

E Q

E Q

12.19

7'-6"

AE111

32.05

32.0632.06

9'-0"

E Q

E Q

E Q

EQ

1'-0"

2' -0

EQEQ

EQ EQ

E Q

E Q

7'-2 1/2"

7'-2 1/2"

7'-10"

7'-10"

7'-10"

7'-10"

7'-2 1/2"

7'-10"

7'-10"

7'-10"

EQ

7'-2 1/2"

7'-2 1/2"

AE131

AE131

AE131

AE131

S 23.04

23.04

23.04 7'-10"

CLASSROOM /

IV TESTING

3-210

CLASSROOM /

IV TESTING

3-200

WOMENS RR

3-206

MENS RR

3-208 EX ELEV STAIR 2

HAC

3-209

WAITING

ROOM

3-203

BREAKROOM

3-201

CLASSROOM /

IV TESTING

3-211

CORRIDOR

C2-3-2

OPEN TO

STRUCTURE

E Q

E Q

EQ EQEQ EQ

E Q

E Q

E Q

E Q

AE111

STAIR1

E Q

E Q

EQ EQ

E Q

E Q

EQ EQ

E Q

E Q

EQEQ E

Q

E Q

6' -4

7'-2 1/2"

7'-10"

7'-2 1/2"

7'-2 1/2"

7'-2 1/2"

7'-2 1/2"

S

AE131

AE131

AE131

AE131

AE131

AE131

GYPSUM BOARD ON

METAL STUD FRAMING

ACOUSTIC CEILING

AS SCHEDULED

M

IN6"

M

IN6"

2"

PER PLAN

P E

R P

LA

N

GYPSUM BOARD ON

METAL STUD FRAMING

ACOUSTIC CEILING

AS SCHEDULED

M

IN6"

4 7/8"

P E

R P

LA

N

2"

M

IN6"

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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :3

A

M

REFLECTED CEILING PLANS

NRL 25 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE131

SPUR #: 1794.13

N

1/8" = 1'-0"

LEVEL 1 - REFLECTED CEILING PLAN2

N

1/8" = 1'-0"

LEVEL 2 - REFLECTED CEILING PLAN3

1 1/2" = 1'-0" 2/ AE131

CEILING SECTION - ACT TO GYP HEADER1

KEYNOTE LEGEND

12.19 CEILING MOUNTED CURTAIN AND TRACK

23.04 WALL MOUNTED MECH. EQUIPMENT, REF: MECHANICAL

26.04 WALL MOUNTED LIGHT FIXTURE, REF: ELEC

32.05 NEW CANOPY

32.06 NEW CANOPY SUPPORTS

No. REVISION DESCRIPTION DATE

1 1/2" = 1'-0" 2/ AE131

CEILING SECTION - ACT TO GYP HEADER 24

LEVEL 1

0"

LEVEL 2

9'-4"

ROOF

18'-8"

PARAPET

21'-2 3/8"

32.06

5.29

5.30

13.11

5 5

5 5

23.0123.0123.0123.01

2.07

5.31

26.04

5.04

23.05

LEVEL 1

0"

LEVEL 2

9'-4"

ROOF

18'-8"

PARAPET

21'-2 3/8"

5.30

'-3

5.29

32.06

5.01

13.12

13.11

LEVEL 1

0"

LEVEL 2

9'-4"

ROOF

18'-8"

PARAPET

21'-2 3/8"

5.30

5.29

8.948.94

13.11

6" 6"

7.15

7.18 7.15

7.18

8.95

8.952.01

2.16

5.01

23.01

23.01 23.01 23.01

13.10 5.31

26.04

EQEQ

5.04

LEVEL 1

0"

LEVEL 2

9'-4"

ROOF

18'-8"

PARAPET

21'-2 3/8"

5.30

13.11

2.07

13.12

5.01

5.04

WINDOW TAG, REF. 12/AE601

ELEVATION LEGEND

3A 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :4

A

M

BUILDING ELEVATIONS

NRL 26 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE201

SPUR #: 1794.13

1/8" = 1'-0" 2/ AE101

BUILDING ELEVATION - WEST3

1/8" = 1'-0" 2/ AE101

BUILDING ELEVATION - SOUTH1

KEYNOTE LEGEND

2.01 EXISTING TO REMAIN

2.07 EXISTING ROOF ACCESS LADDER TO REMAIN

2.16 EXISTING ROOF SCUPPER TO REMAIN

5.01 STRUCTURAL STEEL. SEE STRUCT. DWG'S

5.04 WALL MOUNTED ROOF ACCESS LADDER

5.29 NEW EXTRUDED ALUMINUM CANOPY SYSTEM WITH INTEGRAL GUTTERS

5.30 NON-PENETRATING STEEL ROOF FALL PROTECTION SYSTEM

5.31 PREFRABRICATED METAL STAIR AND RAILING

7.15 SHEETMETAL DOWNSPOUT, DOWNSPOUT TO CONFORM TO WALL SURFACE, ROUTE

AROUND ALL OBSTRUCTIONS SUCH AS SILLS OR DECORATIVE PROTRUSIONS.

7.18 PRECAST SPLASH BLOCK

8.94 7 MIL ANTI-FRAGMENTATION FILM APPLIED TO ALL WINDOW PANES

8.95 BLACKOUT FILM APPLIED TO WINDOW PANES

13.10 COLUMN MOUNTED JIB CRANE

13.11 NEW FALL PROTECTION CAGE.

13.12 COLUMN MOUNTED JIB CRANE, REF: SPECS

23.01 ROOFTOP MECH. EQUIPMENT, REF: MECHANICAL

23.05 EXHAUST FAN. REF: MECHANICAL

26.04 WALL MOUNTED LIGHT FIXTURE, REF: ELEC

32.06 NEW CANOPY SUPPORTS

1/8" = 1'-0" 2/ AE101

BUILDING ELEVATION - EAST4

1/8" = 1'-0" 2/ AE101

BUILDING ELEVATION - NORTH2

No. REVISION DESCRIPTION DATE

AE401 9

AE4013

WOMENS RR

3-104

MENS RR

3-106

3-

3-

E3 D3

D3

4 8.95

X3 X3

MENS RR

3-208

WOMENS RR

3-206

AE40115 AE401 1311

3-

3-

E3 D3 D3

2.08

B3 X3 X3

PCT-1

GB1

GB2

GB3

SD1

SN1

PTD1

M1

TP1

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

GB1

GB2

GB3

SN1

TP1

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

SN1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PT-1

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PT-1

GB1

GB2

TP1

PCT-1

GB2

TP1

GB1

M1

PTD1

SD1

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

GB1

GB2

SD1

TP1

SN1

PTD1

M1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PT-1

GB1

GB2

SN1

TP1

GB3

PCT-1

PCT-2

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PCT-2

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

PT-1

GB1

TP1

GB1

GB3

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

PCT-1

SD1

PTD1

M1

GB2

GB3

GB1

TP1

PCT-1

PT-1

C A

P W

IT

H

S C

H

LU

T E

R S

C H

E

IN

E

6' -0

" F R

ID

G

E C

A B

IN

E

T

A

LI

G N

W

IT

H A

B O

V E

EQ

3'-0" CLEAR

RB-1

PCT-1

PLAM-1

PLAM-1

SSM-1

HEIGHT/WIDTH OF REFRIGERATOR

PLUS MANUFACTURERS

RECOMMENDED CLEARANCES

FILLER PANEL

(TYP)

2'-3"

AE601

AE601

AE601

1' -3

"K4665

R6200

R4650

1. REFER TO FINISH FLOOR PLANS SHEET (AF701) AND FINISH SCHEDULE SHEET (AF711)

FOR FINISH INFORMATION.

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

3. REFER TO GLAZING ELEVATIONS & DETAILS SHEET (AE611) FOR WINDOW INFORMATION.

GENERAL INTERIOR ELEVATION 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

CONSULTANTS:

Drawing # OF

VA Health Care System Approval:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH REG. NO. AR 2009021688 EXP. 12/31/2023

ENGR REG. NO. PE 20190403952 EXP. 12/31/2023

ENGR REG. NO. PE 2018038407 EXP. 12/31/2023

CIVIL ENGINEER

OLSSON

550 ST LOUIS ST,

SPRINGFIELD, MO 65806

(417) 885-1736

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY-SPRINKLERED

INDUSTRIAL HYGIENIST

RIVERFRONT SAFETY & HEALTH

1139 OLIVE ST, SUITE 300

ST. LOUIS, MO 63101

(713) 864-2900

HEALTHCARE PLANNER

ASPEN COMMUNICATIONS, LLC

7 KIJI-DAVA CIRCLE, SUITE A

PRESCOTT, AZ 85712

(928) 774-0992

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, 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:

Drawing Number

Building Number

/2

/2

:3 :4

A

M

ENLARGED PLANS AND INTERIOR

ELEVATIONS

NRL 27 72BKM

FINAL BID DOCUMENTS

EHRM TRAINING & ADMIN

SUPPORT

06/28/2022

589-21-702

VA MEDICAL CENTER

4801 LINWOOD BLVD

KANSAS CITY, MO 64128

AE401

SPUR #: 1794.13

N

1/2" = 1'-0"

LEVEL 1 - ENLARGED PLAN1

N

1/2" = 1'-0"

LEVEL 2 - ENLARGED PLAN2

3/8" = 1'-0"

3-104 WOMENS RR NORTH ELEVATION33/8" = 1'-0"

3-104 WOMENS RR EAST ELEVATION43/8" = 1'-0"

3-104 WOMENS RR SOUTH ELEVATION53/8" = 1'-0"

3-104 WOMENS RR WEST ELEVATION6

3/8" = 1'-0"

3-106 MENS RR NORTH ELEVATION73/8" = 1'-0"

3-106 MENS RR EAST ELEVATION83/8" = 1'-0"

3-106 MENS RR SOUTH ELEVATION93/8" = 1'-0"

3-106 MENS RR WEST ELEVATION10

3/8" = 1'-0"

3-202 WOMENS RR NORTH ELEVATION113/8" = 1'-0"

3-202 WOMENS RR EAST ELEVATION123/8" = 1'-0"

3-202 WOMENS RR SOUTH ELEVATION133/8" = 1'-0"

3-202 WOMENS RR WEST ELEVATION14

3/8" = 1'-0"

3-204 MENS RR NORTH ELEVATION153/8" = 1'-0"

3-204 MENS RR EAST ELEVATION163/8" = 1'-0"

3-204 MENS RR SOUTH ELEVATION173/8" = 1'-0"

3-204 MENS WEST ELEVATION18 3/8" = 1'-0"

3-101 BREAKROOM ELEVATION19

KEYNOTE LEGEND

2.08 MATCH INFILLING WALL THICKNESS TO EXISTING WALL

8.95 BLACKOUT FILM APPLIED TO WINDOW PANES

SCHEDULE OF ACCESSORIES

ABBREVIATION DESCRIPTION PROVIDED BY INSTALLED BY

F-2 F2

F-4 F3

GB1 36" TOILET STALL GRAB BAR CONTRACTOR CONTRACTOR

GB2 42" TOILET STALL GRAB BAR CONTRACTOR CONTRACTOR

GB3 18" TOILET STALL GRAB BAR CONTRACTOR CONTRACTOR

K4665 MICROWAVE VA VA

M1 SURFACE MOUNTED MIRROR CONTRACTOR CONTRACTOR

PTD1 SURFACE MOUNTED PAPER TOWEL DISPENSER CONTRACTOR CONTRACTOR

R4650 ICE MAKER W/ DISPENSER VA VA

R6200 REFRIGERATOR VA VA

SD1 SURFACE MOUNTED SOAP DISPENSER VA VA

SN1 SURFACE MOUNTED SANITARY NAPKIN DISPOSAL CONTRACTOR CONTRACTOR

TP1 SURFACE MOUNTED TOILET PAPER DISPENSER CONTRACTOR CONTRACTOR

REFER GI001 - GENERAL INFORMATION FOR MOUNTING LOCATIONS

No. REVISION DESCRIPTION DATE

F

SCHED. DIM.

S C

H E

D . D

IM

SCHED. DIM.

S C

H E

D . D

IM

SCHED. DIM.SCHED. DIM.

S C

H E

D . D

IM

S C

H E

D . D

IM

.2' -0

4'

-0

V A

R

IE

S 6"

4"

4' -0

2'

-6

6" VARIES 6" 6" VARIES 6"

FFE

NL HL FL

FULL LITEHALF LITENARROW LITEFLUSH

SCHED. DIM.

S C

H E

D . D

IM

1' -0

6" VARIES 6"

LV

LOUVERED VENT

- TEMPERED GLAZING

1' -0

6" VARIES 6"

HM-1

2" S

C H

E D

. D

IM

2"

DIM.

SCHED. 2"

FFE

STANDARD FRAME

INTERIOR DETAILS:

HEAD:

JAMB:

/2 AE601

/1 AE601

A

2" 5/

8"

1 15/16" VARIES 1 9/16"

1/2"

INT. STUD WALLS

WALL THICKNESS AT 1/2"

RE: DOOR SCHEDULE

FRAME DEPTH

HOLLOW METAL FRAME AS

SCHEDULED

DOOR AS SCHEDULED

PARTITION PER PLAN

SEALANT CONTINUOUS, TYP.

HOLLOW METAL FRAME AS

SCHEDULED

JAMB ANCHOR

DOOR AS SCHEDULED

SEALANT EACH SIDE (TYP.)

DOUBLE STUDS BACK TO BACK

PARTITION PER PLAN

U.N.O.

4"TYP.

ADJACENT WALL

4'-0 7/8" FV

2' -0

F

V

4"

3' -9

/2

F

V E Q

E Q 3' -9

/2

F

V E Q

E Q

4'-0" FV 9'-8" FV

4" EQ EQ EQ

1 2 3 4

3'-4" FV

3' -9

/2

F

V E Q

E Q

LAMINATED GLASS AT

PANES LOWER THAN 12'

ABOVE GRADE

9'-0" FV

3' -9

/2

F

V

EQ EQ EQ

E Q

E Q

TYPICAL WINDOW FRAME DETAILS:

HEAD:

JAMB:

SILL:

/10 AE601

/3 AE601

/7 AE601

INTERIOR

EXISTING PLASTER TO REMAIN

EXISTING EXTERIOR BRICK TO REMAIN

5/8" GYPSUM BOARD

3 5/8" METAL FURRING, FILL

WITH FIBERGLASS BATT

INSULATION, REF. PLAN

WRAP 5/8" GYPSUM BOARD

AROUND HEAD & JAMBS

BENT METAL FLASHING

BACKER ROD & CAULK

NEW WINDOW FRAME

AND RECEPTOR

CAULK AROUND ALL FRAMES,

FLASHING & BETWEEN

RECEPTOR AS SPECIFIED BY

WINDOW MANUFACTURER

METAL DRYWALL CORNER

@ HEAD AND JAMBS

FINISH & PAINT, REF. FINISH PLAN

EXTERIOR

EXISTING CONCRETE LINTEL

TO REMAIN, PROTECT

STONE AROUND OPENING

DURING CONSTRUCTION

EXISTING

MATCH

COMPOSITE OR METAL

BLOCKING AS NEEDED

1" 1/2" 3 5/8" 5/8"

1" RIGID INSULATION

1/2" AIR GAP

OCCURS AT NEW WINDOWS ONLY,

REF. PLANS & ELEVATIONS FOR

LOCATIONS

BACKER ROD & CAULK

FILL VOIDS WITH

RIGID INSULATION

EXISTING

MATCH

INTERIOR

EXISTING PLASTER TO REMAIN

5/8" GYPSUM BOARD

3 5/8" METAL FURRING, FILL

WITH FIBERGLASS BATT

INSULATION, REF. PLAN

WRAP 5/8" GYPSUM BOARD

AROUND HEAD & JAMBS

METAL DRYWALL CORNER

@ HEAD AND JAMBS

FINISH & PAINT, REF. FINISH PLAN

1" RIGID INSULATION

1/2" AIR GAP

BACKER ROD & CAULK

FILL VOIDS WITH

RIGID INSULATION

EXISTING EXTERIOR

BRICK TO REMAIN

BACKER ROD & CAULK

NEW WINDOW FRAME

AND RECEPTOR

CAULK AROUND ALL FRAMES,

FLASHING & BETWEEN

RECEPTOR AS SPECIFIED BY

WINDOW MANUFACTURER

EXTERIOR

COMPOSITE OR METAL

BLOCKING AS NEEDED

OCCURS AT NEW WINDOWS ONLY,

REF. PLANS & ELEVATIONS FOR

LOCATIONS

1" 1/2" 3 5/8" 5/8"

BACKER ROD & CAULK

3/4" THICK SOLID SURFACE SILL

INTERIOREXTERIOR

EXISTING

MATCH

EXISTING EXTERIOR BRICK TO REMAIN

BACKER ROD & CAULK

NEW WINDOW FRAME

AND RECEPTOR

CAULK AROUND ALL FRAMES,

FLASHING & BETWEEN

RECEPTOR AS SPECIFIED BY

WINDOW MANUFACTURER

EXISTING CONCRETE LINTEL

TO REMAIN, PROTECT

STONE AROUND OPENING

DURING CONSTRUCTION

COMPOSITE OR METAL

BLOCKING AS NEEDED

OCCURS AT NEW WINDOWS ONLY,

REF. PLANS & ELEVATIONS FOR

LOCATIONS

EXISTING PLASTER TO REMAIN

5/8" GYPSUM BOARD

3 5/8" METAL FURRING, FILL

WITH FIBERGLASS BATT

INSULATION, REF. PLAN

FINISH & PAINT, REF. FINISH PLAN

1" 1/2" 3 5/8" 5/8"

1" RIGID INSULATION

1/2" AIR GAP

5/8"

BACKER ROD & CAULK

1'-5" MIN

8" MIN

9"

SINK AND FAUCET

LINE OF END-OF-UNIT BULKHEAD

WHERE OCCURS

PLASTIC LAMINATE VENEER ON 3/4" PLYWOOD

(MARINE GRADE IN WET AREAS) APRON -

PLASTIC LAMINATE AT ALL EXPOSED EDGES

EXTEND APRON TO 2'-3" (TRIM TO FIT

LAVATORY/SINK IF NEEDED AND FINISH

EDGE WITH SCHEDULED LAMINATE)

6" 11" MIN

PLASTIC LAMINATE VENEER ON 3/4"

MARINE GRADE PLYWOOD. ATTACH

WITH CONCEALED KEKU

SUSPENSION FITTING BY HAFELE

(TWO EACH SIDE) OR EQUAL

CONTROLS

3/4" MARINE GRADE PLYWOOD

AS A SUBSTRATE, BLOCKING OR

BULKHEADS (TYPICAL) (PLASTIC

LAMINATE COVERED WHEN

VISIBLE)

WALL CLEAT/BLOCKING FOR

BULKHEAD (AS REQUIRED)

LINE OF INTERMEDIATE OR END-

OF-UNIT BULKHEAD WHERE

OCCURS

NOTE:

UNLESS OTHERWISE NOTED,

THE CONTRACTOR IS TO

DETERMINE THE NUMBER AND

LOCATIONS OF INTERMEDIATE

BULKHEADS REQUIRED TO

SUPPORT THE VANITY UNIT

2' -1

0"

7"

SCHEDULED WALL TILE

SCHEDULED

BASE

2'-0"

1/

2"

1/4" MEDIUM DENSITY

PARTICLEBOARD DRAWER

BOTTOMS

1/2" PLYWOOD (OR MEDIUM

DENSITY PARTICLEBOARD)

DRAWER SIDES

1/4" MEDIUM DENSITY

PARTICLEBOARD

IN-LINE HOLES AND SHELF

SUPPORTS

3/4" PLYWOOD (OR MEDUIM

DENSITY PARTICLEBOARD) WITH

1/16" PLASTIC LAMINATE EDGE

BAND

3/4" X 1 1/2" BLOCKING

(TYPICAL)

2X BLOCKING (TYPICAL)

1/2" SOLID SURFACE TOP ON

3/4" PLYWOOD (MARINE

GRADE AT WET AREAS)

WHITE MELAMINE VENEER ON

ALL INTERIOR SURFACES

(TYPICAL)

PLASTIC LAMINATE VENEER ON

FACE AND EDGES OF 3/4" PLYWOOD

(OR MEDIUM DENSITY

PARTICLEBOARD) TYP

SCHEDULED BASE

SCHEDULED FLOORING

3/4" PLYWOOD (OR MEDUIM

DENSITY PARTICLEBOARD)

ADJUSTABLE SHELF WITH 1/16"

PLASTIC LAMINATE EDGE BAND

2'-0"

7" 4"

2' -1

0"

1/4"

TYP

1/8"

SCHEDULED WALL TILE TILE

PLASTIC LAMINATE VENEER ON

FACE OF 3/4" X 1 1/2" BLOCKING

(TYPICAL)

1/

2"

3/4" PLYWOOD (OR MEDUIM DENSITY

PARTICLEBOARD) WITH PLASTIC

LAMINATE VENEER AT EDGE BAND

1/2" PLYWOOD (OR MEDIUM

DENSITY PARTICLEBOARD)

DRAWER SIDES

PLASTIC LAMINATE VENEER ON

EDGE OF CABINET BOX FRAME

(TYPICAL)

3/4" PLYWOOD (OR MEDIUM

DENSITY PARTICLEBOARD)

ADJUSTABLE SHELF)

PLASTIC LAMINATE VENEER ON FACE

(AT ALL EXPOSED/VISIBLE EXTERIOR

SURFACES (TYPICAL) AND EDGES OF

3/4" PLYWOOD (OR MEDIUM DENSITY

PARTICLEBOARD)

3/4" X 1 1/2" BLOCKING

IN-LINE HOLES AND SHELF

SUPPORTS

1/4" MEDIUM DENSITY

PARTICLEBOARD

WHITE

MELAMINE

VENEER ON

ALL INTERIOR

SURFACE

(TYPICAL)

1'-1"

SCHEDULED WALL TILE

R E

F E

R E

LE

V

A T

IO

N

3/4" X 1 1/2" BLOCKING WITH

PLASTIC LAMINATE VENEER

ACOUSTICAL CEILING TILE

M

IN6"

1'-4"

R E

F E

R E

N C

E E

LE

V

A T

IO

N

PLASTIC LAMINATE VENEER ON FACE

(AT ALL EXPOSED/VISIBLE EXTERIOR

SURFACES (TYPICAL) AND EDGES OF

3/4" PLYWOOD (OR MEDIUM DENSITY

PARTICLEBOARD)

1. FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION OF MILLWORK.

2. COORDINATE LOCATION OF RECEPTACLES WITH ELECTRICAL DRAWINGS.

3. WHERE FURR DOWNS ARE CALLED FOR OVER UPPER CABINETS, EXTEND

FURR DOWN 1" MIN. PAST FRONT EDGE OF MILLWORK - TYPICAL.

4. NO PLASTIC HARDWARE, BRACKETS OR CLIPS WILL BE ACCEPTED.

5. ALL DRAWERS…