TP09 Final Drawings 05 657A4-20-700 Resubmitted SS 100 percent CD Drawings-Architectural.pdf

DN

OI&T

OI&T

ELECTRICAL CLOSET

01D

EXIST. CONC RAM

P DOW

N

E X

IS

T

IN

G

C O

N C

R E

T E

T O

R E

M A

IN

EXIST. CONC RAMP DN TO REMAIN

TYP OF 10

TYP OF 10

E X

IS

T

IN

G

C O

N C

R E

T E

T O

B E

R E

M O

V E

D

61'-6" 9'-3 3/4"

'-0

3' -7

20'-0"

5' -0

'-0

21'-10 1/4" 42'-4" 1'-3 3/4"

21'-3 5/8" 8'-0" 13'-0"

4' -0

50'-4"

'-3

2.09

2.08

2.09

2.10

2.11

2.12

2.132.13

2.142.14

2.132.13

2.08

2.06

2.15

2.05

2.07

2.102.102.10

2.06

2.08

A

2.05

2.08

REFER CIVIL FOR TOTALITY

OF SITE DEMOLITION

2.212.21

1-AE-402 5

2.15

2.15

2.22

2.23

2.24

EXISTING WALL CONSTRUCTION TO

BE DEMOLISHED IN ITS ENTIRETY

EXISTING DOOR AND FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

EXISTING WINDOW AND FRAME TO BE

DEMOLISHED IN THEIR ENTIRETY

EXISTING WALLS TO REMAIN

AREA OF NO WORK

AREA OF DEMOLITION / RENOVATION

DEMOLITION PLAN LEGEND

1. DRAWINGS TO BE TAKEN AS PART OF A COMPLETE DOCUMENT SET.

CONTRACTOR TO CONFIRM ALL ITEMS REQUIRED TO BE DEMOLISHED AND

EXTENT OF DEMOLITION BASED UPON THE OVERALL INTENT OF THE ENTIRE

DOCUMENT SET.

2. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES. COORDINATE

WORK SCHEDULE WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

3. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK TO CONFIRM ACCURACY IN THE

DRAWINGS. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER

REPRESENTATIVE.

4. THE DEMOLITION DRAWINGS ARE DEEMED SCHEMATIC. CONTRACTOR

RESPONSIBLE FOR FIELD VERIFYING EXISTING DEMOLITION WORK PRIOR TO

SUBMISSION PROPOSAL.

5. ALL AREAS NOT INVOLVED IN THE SCOPE OF WORK FOR THIS PROJECT

SHALL BE KEPT CLEAN AND FREE OF OBSTRUCTIONS AT ALL TIMES. ERECT

BARRICADES AND WARNING SIGNS TO DIVERT AND WARN PASSERS-BY OF

THE CONSTRUCTION WORK. PROVIDE DUST PROOFING ENCLOSURES TO

SEPARATE WORK AREAS FROM THE EXISTING FACILITIES. VA TO APPROVE

BARRIER LOCATIONS; BARRIERS TO BE CONSTRUCTED PER VA STANDARDS.

6. DURING DEMOLITION, PROVIDE PROTECTION FOR ALL EXISTING SURFACES

AND CONDITIONS TO REMAIN IN PLACE DURING THE RENOVATION WORK.

SHOULD ANY DAMAGE OCCUR, PATCH AND REPAIR TO MATCH EXISTING

ADJACENT FINISHES. SUBSTANTIAL DAMAGES TO BE REPORTED TO THE VA

PROJECT MANAGER.

7. ANY DAMAGE CAUSED TO THE BUILDING OR OWNER EQUIPMENT SHALL BE

REPAIRED OR REPLACED BACK TO ITS ORIGINAL CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER.

8. ALL FINISHES INDICATED TO BE DEMOLISHED SHALL BE REMOVED IN THEIR

ENTIRETY INCLUDING RELATED COMPONENTS.

9. PROTECT ADJACENT SURFACES; FOR EXAMPLE BUT NOT LIMITED TO, SILLS,

JAMBS AND HEAD FRAMES AT WINDOWS AND DOORS.

10. REMOVAL OF MECHANICAL, ELECTRICAL, AND PLUMBING SHOULD BE

LIMITED TO WHAT IS NECESSARY FOR SAFE REMOVAL OF THE INDICATED WALL

OR CEILING. APPROPRIATE LIGHT FIXTURES SHALL BE TEMPORARILY

SUSPENDED TO PROVIDE ADEQUATE LIGHTING LEVELS FOR CONSTRUCTION.

11. CONTRACTOR TO DEMO ALL FIXTURES, CEILINGS, MECHANICAL, PLUMBING,

AND ELECTRICAL AS REQUIRED TO COMPLETE THE SCOPE OF WORK OUTLINED

WITHIN THE CONSTRUCTION DOCUMENTS.

12. REFERENCE TELECOM DOCUMENTS FOR ADDITIONAL DEMOLITION

INFORMATION ON TELECOMMUNICATION EQUIPMENT AND WORK. ON ALL DEMO

SHEETS.

13. REFERENCE ELECTRICAL DOCUMENTS FOR ADDITIONAL DEMOLITION

INFORMATION ON ELECTRICAL EQUIPMENT AND WORK. ON ALL DEMO SHEETS.

14. REFERENCE MECHANICAL DOCUMENTS FOR ADDITIONAL DEMOLITION

INFORMATION ON ELECTRICAL EQUIPMENT AND WORK. ON ALL DEMO SHEETS.

15. REFERENCE FIRE PROTECTION DOCUMENTS FOR ADDITIONAL DEMOLITION

INFORMATION ON FIRE ALARM AND SPRINKLER EQUIPMENT AND WORK. ON ALL

DEMO SHEETS.

16. REFERENCE HAZARDOUS MATERIALS DOCUMENTS FOR ADDITIONAL

DEMOLITION INFORMATION ON WORK ON ALL DEMO SHEETS.

17. GENERAL CONSTRUCTION CONTRACTOR TO COORDINATE ABATEMENT

WORK WITH COR TO ALLOW FOR MAXIMUM OI&T DEMOLITION.

GENERAL DEMOLITION FLOOR PLAN NOTES

BUILDING KEY PLAN

N 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :0

P

M

1-AD-011

BLDG 1 DEMOLITION PLAN

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

BLDG 1- DEMOLITION PLAN1

N

KEYNOTE LEGEND

2.05 REMOVE EXISTING METAL ROOFING PANELS DOWNSPOUTS, GUTTERS, TRIM, AND ALL

RELATED COMPONENTS. RETURN TO VA FOR STORAGE AND RE-USE

2.06 REMOVE EXISTING STEEL FRAMING SYSTEM, COLUMNS, AND ALL RELATED

COMPONENTS. RETURN TO VA FOR STORAGE AND RE-USE

2.07 DEMOLISH AND COMPLETELY REMOVE EXISTING CONCRETE PIERS

2.08 DEMOLISH PORTION OF CONCRETE PAD

2.09 DEMOLISH EXISTING HVAC EQUIPMENT IN ITS ENTIRETY, REF MECAHNICAL

2.10 REMOVE EXISTING ALUMINUM FRAME WINDOW AND ALL COMPONENTS IN ITS ENTIRETY.

SEAL OPENING TO PREVENT AIR AND MOISTURE INFILTRATION DURING CONSTRUCTION.

2.11 DEMOLISH PORTION OF CONCRETE WALL AND BRICK VENEER. REFER STRUCTURAL

DRAWINGS FOR DEMOLITION REQUIREMENTS. PREPARE ALL SURFACES TO RECEIVE

NEW FINISHES. SEAL OPENING TO PREVENT AIR AND MOISTURE INFILTRATION DURING

CONSTRUCTION.

2.12 DEMOLISH GYPSUM BOARD FURRING AND METAL STUD FRAMING FLOOR TO DECK IN ITS

ENTIRETY

2.13 DEMOLISH RAISED FLOORING, FRAMING, AND ASSOCIATED COMPONENTS

2.14 DEMOLISH ACCOUSTIC TILE CEILING SYSTEM AND ALL RELATED COMPONENTS IN ITS

ENTIRETY

2.15 DEMOLISH METAL CANOPY, FRAMING, AND ASSOICATED COMPONENTS IN ITS ENTIRETY

2.21 RE-INSTALL PREVIOUSLY STORED ACCOUSTICAL CEILING TILE AND METAL GRID. REPAIR

OR REPLACE ANY DAMAGED AREA CAUSED DURING INSTALLATION OF MECHANICAL

DUCTWORK

2.22 REMOVE EXISTING HANDRAILS

2.23 DEMOLISH EXISTING CONCRETE RAMP

2.24 DEMOLISH EXISTING CONCRETE LANDING

1. NOT ALL PARTITION TYPES SHOWN HERE MAY BE USED. 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 GYP. BD.

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 GYP. BD. 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 GYP. BD. 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 GYP. BD.

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 NOTED

OTHERWISE, 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 GYP. BD., 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

BASE

PLAN

HEAD

WALL FINISH (REF: ROOM FINISH SCHEDULE)

FIN FLOOR- (REF: ROOM FINISH SCHEDULE)

BASE - (REF: ROOM FINISH SCHEDULE)

CONTINUOUS SEALANT BEAD

WIDTH

STUD

5/8"

WIDTH

ACTUAL

DIM

C 4

FRAMING UNIT SIZE CATEGORY

BASIC PARTITION ASSEMBLY CATEGORY

PARTITION TAG:

METAL STUD PER SCHEDULE

UNDERSIDE OF STRUCTURE

CONTINUOUS SEALANT BEAD

DEFLECTION TRACK AT WALLS TO DECK

5/8 GYPSUM BOARD

U-TRACK- (FASTENED 24" O.C. MAX)

INTERIOR

EXTERIOR

14 GA HOLLOW METAL FRAME

14 GA INSULATED

STEEL DOOR

BACKER ROD & SEALANT, TYP.

EACH SIDE

5/8" HIGH IMPACT GYP. BOARD

TO 4'-0" A.F.F., EXTEND 4'-0"

BEYOND OPENING (MIN), OR TO

INSIDE CORNER. 5/8" TYPE 'X'

GYP BOARD ABOVE TO DECK

ON METAL STUD FRAMING

BRICK VENEER TO

MATCH EXISTING

INSULATION

BOARD

8" NOM. GROUT

FILLED CMU, REF:

STRUCTURAL

BATT INSULATION

2" x 2" x 6'-0" BRUSHED

STAINLESS STEEL HEAVY

DUTY CORNER GUARD,

SCREW-IN TYPE.

BRICK VENEER TO

MATCH EXISTING

BLAST DOOR MFR TO COORD.

POST-INSTALLED ANCHORAGE

TO STRUCTURE AS REQ'D

EXTERIOR INTERIOR

14 GA HOLLOW METAL BLAST

RESISTANT FRAME

FLUSH-BOLT

14 GA INSULATED STEEL

DOOR

FLUSH-BOLT

BACKER ROD & SEALANT,

TYP. EACH SIDE

STEEL LINTEL, PAINT FINISH

SCHEDULED BASE

2" x 2" x 6'-0" BRUSHED

STAINLESS STEEL HEAVY

DUTY CORNER GUARD,

SCREW-IN TYPE.

FINISH FLOOR

PRE-FINISHED METAL

FLASHING

BRICK VENEER TO MATCH

EXISTING

INSULATION BOARD

METAL STUD BOX BEAM

HEADER

CMU BOND BEAM, REF:

STRUCTURAL

A

WIDTH

SCHEDULE

H E

IG

H

T

S C

H E

D U

LE

(PAIR) HOLLOW METAL DOOR

BASIS OF DESIGN FOR HOLLOW

METAL DOORS AND FRAME:

• VA PHYSICAL SECURITY &

RESILIENCY DESIGN MANUAL,

SATCHEL THREAT W1

2"2"

WIDTH

SCHEDULE

2"

H E

IG

H

T

S C

H E

D U

LE

DOOR TYPESFRAME TYPES

F1

HOLLOW METAL DOOR FRAME

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :1

P

M

1-AE-021

PARTITION TYPES, DOOR & ROOM

FINISH SCHEDULE

ECO

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

TYPE MARK WALL TYPE DESCRIPTION ACTUAL WIDTH

A3 NON-INSULATED

5/8" GYPSUM BOARD ON ONE SIDE

OF 3 5/8" METAL STUD

4 1/4"

A4 NON-INSULATED

5/8" GYPSUM BOARD ON ONE SIDE

OF 7/8" HAT CHANNEL

1 1/2"

ROOM FINISH SCHEDULE

ROOM # ROOM NAME

FLOOR FINISHES WALL FINISHES

CEILING

MATERIAL BASE NORTH EAST SOUTH WEST

1A CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

2A CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

3A CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

4A CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

5A CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

52 OI&T

EXISTING RAISED FLOORING &

NEW RAISED FLOORING STAIR /

NEW RAISED FLOORING STAIR &

STATIC DISSIPATIVE FLOORING

RUBBER BASE PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT

OPEN TO DECK

52B OI&T SERVER ROOM STATIC DISSIPATIVE FLOORING RUBBER BASE PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT PAINT TO MATCH ADJACENT OPEN TO DECK

GA CORRIDOR EXISTING TO REMAIN EXISTING TO REMAIN N/A N/A N/A N/A ACT TO MATCH EXISTING

DOOR SCHEDULE

MARK

DOOR PANEL DOOR FRAME

HARDWARE SET COMMENTSTYPE WIDTH HEIGHT MATERIAL FIRE RATING TYPE DEPTH MATERIAL FIRE RATING

38 4'-0" 7'-0"

49 3'-6" 7'-0"

1066 6'-0" 8'-0" F1 HM 14 GA MIN, STEEL DOORS,

BLAST RESISTANT, LOCK,

REFER SPEC

3" = 1'-0"

DOOR DETAIL - JAMB2 3" = 1'-0"

HEAD/SILL DOOR DETAIL1

A HM 5 5/8"

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING

106690 MIN90 MIN

D

Y H

D Y

H

H

IG

H W

AY

W

ES

TW

O

O D

BO

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V

AR

D

EXISTING PARKING TO REMAIN

A.B.R

EFER TO

C IVIL

AND ELE

CTRICAL DRAWING

S FOR A

DDITION AL SITE

IN

FORMATION.

R

EFER TO

SH EET G

I002 FOR APPLICA

BLE ABBREVIATIO

NS, SYM

B OLS A

ND

GENE

RAL NOTES.

S 89°38' E

1339.9'

S

°3

W

.1

N 89°11' W

763.9'

N

°5

W

.5

N

° 3

E

. 6

N

°5

W

.5

LI

M

IT

O

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RK

LI

M

IT

O

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LIM

IT O

F W O

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LIMIT OF WORK

LIM

IT OF W

ORK

SIGN

ELEC. CONTROL

PANEL

FLOOR

433.48

CONC.

WALK

DY

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STOP

D/W

PA

RK

ING

D/W

D/W

D/W

CO

NC

CO

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D/W ASPHALT

SURFACE

D/W ASPHALT

SURFACE

D/W ASPHALT

SURFACE

D/W ASPHALT

SURFACE

AS

PH

AL

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UNIT

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UNITINSIDE

CONC.

WALL

CURB &GUTTER

C U R B

G U

TT

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SPEED

BUMP

GUTTER

M O

TO

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P

AR

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IN

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NG

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GR

AS

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EXISTING BUILDING FOOTPRINT

BUILDING NUMBER INDENTIFER1

N . W

E S

T W

O O

D B

L V

D 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

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D

/2

/2

:2 :2

P

M

AS-001

ARCHITECTURAL SITE PLAN

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/64" = 1'-0"

ARCHITECTURAL SITE PLAN1

N

1-AE-121

OI&T SERVER ROOM

52B

OI&T

DN

DN

82'-11 1/2"

E

D

C

B

A

2 3

DN

1. THE AREA OF WORK SHOWN IS ASSOCIATED WITH AN OPERATING FACILITY

THAT HAS CERTAIN AREAS THAT MUST REMAIN IN SERVICE 24-HOURS A DAY,

7-DAYS A WEEK.

2. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES. COORDINATE

WORK SCHEDULE WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

3. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK TO CONFIRM ACCURACY IN THE

DRAWINGS. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER

REPRESENTATIVE.

4. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND

EXISTING STRUCTURAL CONDITIONS.

5. PROVIDE SMOOTH LEVEL TRANSITIONS FROM NEW FINISH TO EXISTING

FINISH TO REMAIN.

6. FINAL FINISH SELECTION TO BE MADE BY THE VA. PROVIDE ALL MATERIAL TO

VA FOR REVIEW AND APPROVAL THROUGH COLOR BOARD SUBMITTAL FOR

BOTH MATERIAL, TYPE AND COLOR.

7. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW FINISHES TO

COMPLETE THE WORK AS NECESSARY.

8. REMOVE AND REPLACE ELECTRICAL / DATA PLATES, BOXES, LIGHTS AND

ACCESSORIES AS NECESSARY. ADJUST ELECTRICAL / DATA COMPONENTS AS

NECESSARY.

9. PROTECT ADJACENT SURFACES; FOR EXAMPLE BUT NOT LIMITED TO, SILLS,

JAMBS AND HEAD FRAMES AT WINDOWS AND DOORS TO NAME A FEW.

10. ALL WALLS ARE DIMENSIONED TO FINISH FACE, UNLESS NOTED

OTHERWISE.

11. REFER TO MECHANICAL DRAWINGS FOR NEW MECHANICAL UNITS IN ROOM.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS.

13. REFER TO TELECOM DRAWINGS FOR UPDATES TO CABLE JACK LOCATIONS.

14. REFER TO ENVIRONMENTAL DRAWINGS FOR ABATEMENT PROCEDURES OF

HAZARDOUS MATERIAL.

15. EXISTING AND NEW CABLE TRAYS NOT SHOWN FOR CLARITY OF

ARCHITECTURAL SCOPE. REFER TO TELECOM DOCUMENTS FOR INFORMATION

RELATED TO THESE ITEMS.

16. REFERENCE TELECOM DOCUMENTS FOR AREAS WHERE NEW DATA JACK

WALL OUTLETS WILL BE PROVIDED IN ROOMS OUTSIDE OF THE TELECOM

ROOMS. PATCH AND PAINT AREAS AROUND DATA JACK WALL OUTLET AS

NEEDED. COORDINATE PAINT COLOR WITH EXISTING WALL COLOR AND VA COR.

GENERAL FLOOR PLAN NOTES

GENERAL FLOOR PLAN NOTES

AREA OF NO WORK

NEW CONCRETE

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

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P R

IN

K

L E

R E

D

/2

/2

:2 :1

P

M

1-AE-100

BLDG 1 GROUND FLOOR

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/16" = 1'-0"

BLDG. 1 - FLOOR PLAN - GROUND FLOOR1

N

1. THE AREA OF WORK SHOWN IS ASSOCIATED WITH AN OPERATING FACILITY

THAT HAS CERTAIN AREAS THAT MUST REMAIN IN SERVICE 24-HOURS A DAY,

7-DAYS A WEEK.

2. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES. COORDINATE

WORK SCHEDULE WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

3. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK TO CONFIRM ACCURACY IN THE

DRAWINGS. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER

REPRESENTATIVE.

4. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND

EXISTING STRUCTURAL CONDITIONS.

5. PROVIDE SMOOTH LEVEL TRANSITIONS FROM NEW FINISH TO EXISTING

FINISH TO REMAIN.

6. FINAL FINISH SELECTION TO BE MADE BY THE VA. PROVIDE ALL MATERIAL TO

VA FOR REVIEW AND APPROVAL THROUGH COLOR BOARD SUBMITTAL FOR

BOTH MATERIAL, TYPE AND COLOR.

7. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW FINISHES TO

COMPLETE THE WORK AS NECESSARY.

8. REMOVE AND REPLACE ELECTRICAL / DATA PLATES, BOXES, LIGHTS AND

ACCESSORIES AS NECESSARY. ADJUST ELECTRICAL / DATA COMPONENTS AS

NECESSARY.

9. PROTECT ADJACENT SURFACES; FOR EXAMPLE BUT NOT LIMITED TO, SILLS,

JAMBS AND HEAD FRAMES AT WINDOWS AND DOORS TO NAME A FEW.

10. ALL WALLS ARE DIMENSIONED TO FINISH FACE, UNLESS NOTED

OTHERWISE.

11. REFER TO MECHANICAL DRAWINGS FOR NEW MECHANICAL UNITS IN ROOM.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS.

13. REFER TO TELECOM DRAWINGS FOR UPDATES TO CABLE JACK LOCATIONS.

14. REFER TO ENVIRONMENTAL DRAWINGS FOR ABATEMENT PROCEDURES OF

HAZARDOUS MATERIAL.

15. EXISTING AND NEW CABLE TRAYS NOT SHOWN FOR CLARITY OF

ARCHITECTURAL SCOPE. REFER TO TELECOM DOCUMENTS FOR INFORMATION

RELATED TO THESE ITEMS.

16. REFERENCE TELECOM DOCUMENTS FOR AREAS WHERE NEW DATA JACK

WALL OUTLETS WILL BE PROVIDED IN ROOMS OUTSIDE OF THE TELECOM

ROOMS. PATCH AND PAINT AREAS AROUND DATA JACK WALL OUTLET AS

NEEDED. COORDINATE PAINT COLOR WITH EXISTING WALL COLOR AND VA COR.

GENERAL FLOOR PLAN NOTES

GENERAL FLOOR PLAN NOTES

AREA OF NO WORK

NEW CONCRETE

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :3

P

M

1-AE-101

BLDG 1 FLOOR PLANS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/32" = 1'-0"

BLDG. 1 - FLOOR PLAN - FOURTH FLOOR41/32" = 1'-0"

BLDG. 1 - FLOOR PLAN - FIFTH FLOOR5

NN

1/32" = 1'-0"

BLDG. 1 - FLOOR PLAN - THIRD FLOOR3

N

1/32" = 1'-0"

BLDG. 1 - FLOOR PLAN - SECOND FLOOR2 1/32" = 1'-0"

BLDG. 1 - FLOOR PLAN - FIRST FLOOR1

N N

ELDM DM

RE

CR

OI&T

789 SF

ELECTRICAL CLOSET

01D

NEW CONC. RAMP DOWN 0'-7" (4% SLOPE)

STATIC DISSIPATIVE FLOORING

1-AE-201

1-AE-201

1-AE-201

OI&T SERVER ROOM

52B

1319 SF

EXISTING CONC. RAMP

EXISTING CONCRETE PAD TO REMAIN

E X

IS

T

IN

G

L A

N D

S C

A P

IN

G

T O

R E

M A

IN

N

E W

B U

R M

U D

A S

O D

1/

4"

6 1/4" 23'-0" 11'-8"

-1'-2"

-1'-9"

1'-3 3/4"

7'-7 3/4"

'-7

/8

2' -6

AREA FOR

FUTURE VERTICAL

CIRCULATION

1-AE-301

7.87

1-AE-401

8.948.94

7.87

1-AE-401

5.32

5.31

EXISTING

WINDOW WELL

OIT EQUIPMENT, REFER TELECOM

7.15

32.01

1-AE-301

1-AE-311

A3A3A3

A3 A3A3

A3A3

9.86

9.86

9.86

9.86

DN

DN

DN

UP

0' -0

1' -0

0'-0"

N E

W C

O N

C

R A

M P

D O

W N

'-2

(5

S

LO

P

E

0'-0"

NEW CONC. RAMP DOWN 0'-7" (4% SLOPE)

STATIC DISSIPATIVE FLOORING

EXISTING RAISED FLOORING

TO REMAIN

0' -6

0'-6"

1'-0"

5.37

5.36

5.36

9.87

5.31

5.32

DN

DN

E

D

C

B

A

'-4

8"

23'-0"

2" 8'

-0

'-0

8'

-0

1/

4"

1-AE-402

1-AE-402

0'-0"

-0'-7"

-1'-2"

20'-1"

2" 8'

-0

'-0

8'

-0

1' -1

/2

2'-4"

A4

ALIGN

ALIGN

-1'-2"

-1'-2"

5.04

A4

A4

A4

A4

A4

1' -7

4 7/8"

1' -7

4 7/8"

3' -8

/8

4'

-0

7/

8"

46'-6 1/4"

'-6

/4

5.37

-1'-4"

-2'-4"

6'-4" 5'-0"

1-AE-402 5

3'-0"

4.21

4.21

4.21

4.21

4.21

4.21

4.21 4.21

7.87

OIT EQUIPMENT,

REFER TELECOM

7.15

FEC

1'-6"

EXIST.

FEC EXIST.

FEC

5.365.36

1. THE AREA OF WORK SHOWN IS ASSOCIATED WITH AN OPERATING FACILITY

THAT HAS CERTAIN AREAS THAT MUST REMAIN IN SERVICE 24-HOURS A DAY,

7-DAYS A WEEK.

2. SCHEDULE WORK TO MINIMIZE DISRUPTION OF SERVICES. COORDINATE

WORK SCHEDULE WITH THE CONTRACTING OFFICERS REPRESENTATIVE.

3. COORDINATE WORK WITH ALL OTHER TRADES. VERIFY ALL EXISTING

CONDITIONS PRIOR TO BEGINNING WORK TO CONFIRM ACCURACY IN THE

DRAWINGS. REPORT ANY DISCREPANCIES TO THE CONTRACTING OFFICER

REPRESENTATIVE.

4. DO NOT SCALE THE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND

EXISTING STRUCTURAL CONDITIONS.

5. PROVIDE SMOOTH LEVEL TRANSITIONS FROM NEW FINISH TO EXISTING

FINISH TO REMAIN.

6. FINAL FINISH SELECTION TO BE MADE BY THE VA. PROVIDE ALL MATERIAL TO

VA FOR REVIEW AND APPROVAL THROUGH COLOR BOARD SUBMITTAL FOR

BOTH MATERIAL, TYPE AND COLOR.

7. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL NEW FINISHES TO

COMPLETE THE WORK AS NECESSARY.

8. REMOVE AND REPLACE ELECTRICAL / DATA PLATES, BOXES, LIGHTS AND

ACCESSORIES AS NECESSARY. ADJUST ELECTRICAL / DATA COMPONENTS AS

NECESSARY.

9. PROTECT ADJACENT SURFACES; FOR EXAMPLE BUT NOT LIMITED TO, SILLS,

JAMBS AND HEAD FRAMES AT WINDOWS AND DOORS TO NAME A FEW.

10. ALL WALLS ARE DIMENSIONED TO FINISH FACE, UNLESS NOTED

OTHERWISE.

11. REFER TO MECHANICAL DRAWINGS FOR NEW MECHANICAL UNITS IN ROOM.

12. REFER TO ELECTRICAL DRAWINGS FOR LIGHTING LOCATIONS.

13. REFER TO TELECOM DRAWINGS FOR UPDATES TO CABLE JACK LOCATIONS.

14. REFER TO ENVIRONMENTAL DRAWINGS FOR ABATEMENT PROCEDURES OF

HAZARDOUS MATERIAL.

15. EXISTING AND NEW CABLE TRAYS NOT SHOWN FOR CLARITY OF

ARCHITECTURAL SCOPE. REFER TO TELECOM DOCUMENTS FOR INFORMATION

RELATED TO THESE ITEMS.

16. REFERENCE TELECOM DOCUMENTS FOR AREAS WHERE NEW DATA JACK

WALL OUTLETS WILL BE PROVIDED IN ROOMS OUTSIDE OF THE TELECOM

ROOMS. PATCH AND PAINT AREAS AROUND DATA JACK WALL OUTLET AS

NEEDED. COORDINATE PAINT COLOR WITH EXISTING WALL COLOR AND VA COR.

GENERAL FLOOR PLAN NOTES

GENERAL FLOOR PLAN NOTES

AREA OF NO WORK

NEW CONCRETE

EQUIPMENT PROGRAM AREA

OIT IT ACTIVE EQUIPMENT 320 SQ FT

OIT IT PASSIVE EQUIPMENT 200 SQ FT

FMS ACTIVE 160 SQ FT

FMS PASSIVE 200 SQ FT

DIGITAL/VOIP TELE SYSTEM 360 SQ FT

CONDUIT ENTRY AREAS 20 SQ FT

TOTAL SERVER ROOM AREA 260 SQ FT.

20% EXPANSION 252 SQ FT.

FUTURE VERTICAL CIRC. 100 SQ FT

TOTAL PROGRAM AREA 1,872 SQ FT

DESIGNED AREA

ADDITION + EXISTING 2,162 NET SQ FT

ROOM AREA SCHEDULE

BUILDING KEY PLAN

N 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :4

P

M

1-AE-121

BLDG 1 ENLARGED PLAN - GROUND

FLOOR

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

BLDG. 1 - ENLARGED PLAN - GROUND FLOOR1

N

KEYNOTE LEGEND

4.21 CONTROL JOINT

5.04 WALL MOUNTED ROOF ACCESS LADDER

5.31 NEW STEEL HANDRAIL PAINT FINISH. COLOR TO BE SELECTED BY VA

5.32 NEW STEEL GUARDRAIL PAINT FINISH. COLOR TO BE SELECTED BY VA

5.36 NEW ALUMINUM HANDRAIL, SATIN FINISH

5.37 NEW ALUMINUM GUARDRAIL, SATIN FINISH

7.15 SHEETMETAL DOWNSPOUT

7.87 SEISMIC JOINT

8.94 7-MIL THICK ANTI-SHATTER FILM, REFER SPECIFICATION SECTION 08 80 00 GLAZING

9.86 5/8" GYPSUM BOARD ON 7/8" HAT CHANNEL

9.87 VERTICAL RAISED FLOORING CLOSURE PANEL

32.01 DRAIN BASIN, REF CIVIL

1-AE-133

1-AE-133

1-AE-133

1-AE-133

1-AE-133

1-AE-132

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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :5

P

M

1-AE-131

REFLECTED CEILING PLANS

ECO

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/32" = 1'-0"

BLDG 1 - SECOND FLOOR OVERALL REFLECTED CEILING PLAN3

1/32" = 1'-0"

BLDG 1 - THIRD FLOOR OVERALL REFLECTED CEILING PLAN41/32" = 1'-0"

BLDG 1 - FOURTH FLOOR OVERALL REFLECTED CEILING PLAN51/32" = 1'-0"

BLDG 1 - FIFTH FLOOR OVERALL REFLECTED CEILING PLAN6

1/32" = 1'-0"

BLDG 1 - FIRST FLOOR OVERALL REFLECTED CEILING PLAN2 1/32" = 1'-0"

BLDG 1 - GROUND FLOOR OVERALL REFLECTED CEILING PLAN1

1-AE-301

EXPOSED TO STRUCTURE ABOVE

EXPOSED TO STRUCTURE ABOVE EXPOSED TO STRUCTURE ABOVE

EXPOSED TO STRUCTURE ABOVE

1-AE-301

2.212.21

5.40

5.42

5.42

5.41

5.41

EXIT LIGHT

2' x 2' ACT CEILING

GYP. BD. CEILING

2 x 2 LIGHT FIXTURE

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

SD SMOKE DETECTOR (REF FIRE PROTECTION)

CEILING HEIGHT, ABOVE FINISH FLOOR

8" x 8" RECESSED CAN LIGHT

CABLE TRAY, REF: ELECTRICAL

SUSPENDED LIGHT FIXTURE

RE: ELECTRICAL

2 x 4 LIGHT FIXTURE

ACCESS DOOR

00'-00"

POWER POLE (REF ELECTRICAL)

RCP LEGEND

WALL PACK LIGHTING

BUILDING KEY PLAN

N 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :5

P

M

1-AE-132

ENLARGED REFLECTED CEILING PLAN

ECO

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

BLDG. 1 - GROUND FLOOR - ENLARGED REFLECTED CEILING PLAN1

N

KEYNOTE LEGEND

2.21 RE-INSTALL PREVIOUSLY STORED ACCOUSTICAL CEILING TILE AND

METAL GRID. REPAIR OR REPLACE ANY DAMAGED AREA CAUSED

DURING INSTALLATION OF MECHANICAL DUCTWORK

5.40 STEEL DECK, REF: STRUCTURAL. PAINT FINISH

5.41 STEEL BEAM, REF: STRUCTURAL. PROVIDE INTUMESCENT PAINT

COATING TO ACHEIVE 3 HOUR FIRE RESISTANCE RATING

5.42 STEEL COLUMN, REF: STRUCTURAL. PROVIDE INTUMESCENT PAINT

COATING TO ACHEIVE 2 HOUR FIRE RESISTANCE RATING. COLUMN TO

RECEIVE BLACK ENAMEL PAINT FINISH OVER INTUMESCENT COATING

FROM FLOOR TO 4" ABOVE FINISH FLOOR TO MATCH ADJACENT

RUBBER BASE HEIGHT

1. ALL CEILINGS TO MATCH EXISTING ADJCENT HEIGHTS

2. ALL ACCOUSTICAL CEILING TILE TO MATCH EXISTING COLOR AND TEXTURE

3. ALL CEILING GRID TO MATCH EXISTING ADJACENT COLOR AND SIZE

GENERAL REFELCTED CEILING PLAN NOTES

2.17

9.22

26.04

OI&T

1003A

ELECTRICAL CLOSET

1068A

CORRIDOR

1A

2.18

9.22

2.17

26.05

OI&T

2000A

CORRIDOR

2A

ELECTRICAL CLOSET

2000B

2.18

2.17

9.22

26.05

OI&T

3000A

CORRIDOR

3A

ELECTRICAL CLOSET

3000B 2.18

2.17

9.22

26.04

OI&T

4054C

ELECTRICAL CLOSET

4054B 2.18

2.17

9.22

26.05

CORRIDOR

5A

OI&T

5A1

ELECTRICAL CLOSET

2.18

EXIT LIGHT

2' x 2' ACT CEILING

GYP. BD. CEILING

2 x 2 LIGHT FIXTURE

RETURN AIR GRILLE

SUPPLY AIR GRILLE

EXHAUST AIR GRILLE

SD SMOKE DETECTOR (REF FIRE PROTECTION)

CEILING HEIGHT, ABOVE FINISH FLOOR

8" x 8" RECESSED CAN LIGHT

CABLE TRAY, REF: ELECTRICAL

SUSPENDED LIGHT FIXTURE

RE: ELECTRICAL

2 x 4 LIGHT FIXTURE

ACCESS DOOR

00'-00"

POWER POLE (REF ELECTRICAL)

RCP LEGEND

WALL PACK LIGHTING

BUILDING KEY PLAN

N 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :5

P

M

1-AE-133

ENLARGED REFLECTED CEILING PLANS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

NNN

N N

1/2" = 1'-0"

BLDG 1 - FIRST FLOOR REFLECTED CEILING PLAN11/2" = 1'-0"

BLDG 1 - SECOND FLOOR REFLECTED CEILING PLAN21/2" = 1'-0"

BLDG 1 - THIRD FLOOR REFLECTED CEILING PLAN3

1/2" = 1'-0"

BLDG 1 - FOURTH FLOOR REFLECTED CEILING PLAN41/2" = 1'-0"

BLDG 1 - FIFTH FLOOR REFLECTED CEILING PLAN5

KEYNOTE LEGEND

2.17 ACCOUSTIC TILE CEILING SYSTEM TO REMAIN

2.18 GRILL TO REMAIN

9.22 NEW ACOUSTICAL CEILING TILE AND GRID TO MATCH EXISTING, REF:

ROOM FINISH PLAN

26.04 EXISTING LIGHT FIXTURE TO BE REMOVED AND STORED FOR RE-USE IN

SAME LOCATION

26.05 EXISTING LIGHT FIXTURE TO REMAIN

CEILING LEGEND

1" = 80'-0"

KEY PLAN

1 2

SLOPE 1/4" / FT SLOPE 1/4" / FT

S

LO

P

E 1/4" / FT

SLO

P E 1

/4

F T

SLO

P E 1

/4

F T

S

LO

P

E 1/4" / FT

R

ID

G E

23'-0" 23'-6 1/4"

1-AE-301

7.63

7.16

7.63

7.84

7.83

26.01

TYP.

1-AE-301

5.04

E

D

C

B

A

2 3

2" 8'

-0

'-0

8'

-0

1/

4"

23'-0"

'-6

/4

1-AE-311

1-AE-311

5.39

5.39

23.05 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :0

P

M

1-AE-140

ROOF PLAN

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

B1 - ROOF PLAN1

N

KEYNOTE LEGEND

5.04 WALL MOUNTED ROOF ACCESS LADDER

5.39 ROOF TIE-DOWN, REF: SPECIFICATIONS. COORDINATE

LOCATIONS WITH COR PRIOR TO INSTALLATION

7.16 SHEETMETAL PARAPET CAP

7.63 THROUGH WALL SCUPPER AND CONDUCTOR HEAD

7.83 TPO ROOFING MEMBRANE ON TAPERED INSULATION ON

CONCRETE DECK

7.84 EXPANSION JOINT

7.85 ROOF ANCHOR, REFER SPECIFICATION 07 72 00.

COORDINATE LOCATIONS WITH COR PRIOR TO

INSTALLATION

23.05 ROOF TOP UNIT, REF: MECHANICAL

26.01 LIGHT FIXTURE, REF ELECTRICAL

A DC

TOP OF BRICK

15'-0"

1-AE-301

4.20

4.16

7.63

7.84

7.84

3.14

7.16

2.19

REF: AE-401/402 FOR

RAMP, STAIR, & RAILINGS

5.04

26.01

EDCBA

OI&T FLOOR

-1'-2"

GUARDRAIL

HIDDEN FOR

CLARITY

T.O. STEEL

10'-5 1/2"

1-AE-311

REF: CIVIL / 1-GS 4 FOR

STORM DRAIN CONNECTION

NOTE:

ALIGN TOP OF LIGHTING

FIXTURES WITH BOTTOM

OF CAST STONE BAND.

TYP. ALL EXTERIOR

LIGHTING FIXTURES.

4.214.214.21

4.214.214.21

4.214.214.21

6'-3 1/8"

AD C

TOP OF BRICK

15'-0"

1-AE-301

4.20

4.16

4.20

7.63

7.84

7.16

2.19

REF: AE-401/402 FOR

RAMP & RAILINGS

5.04

26.01

E D C B A

OI&T FLOOR

-1'-2"

T.O. STEEL

10'-5 1/2"

5' -4

'-1 0"

F .V

1-AE-311

REF: CIVIL / 1-GS 4

FOR STORM DRAIN

CONNECTION

4.21

NOTE:

ALIGN TOP OF LIGHTING

FIXTURES WITH BOTTOM

OF CAST STONE BAND.

TYP. ALL EXTERIOR

LIGHTING FIXTURES.

4.214.214.21 4.214.214.21 4.214.214.21

'-1

0"

FIRST FLOOR

11'-0"

TOP OF BRICK

15'-0"

4.20

4.16

7.63

4.20

WINDOW

WELL

23.04

LOW LANDING

-2'-4"

EXISTING

BUILDING

BEYOND

7.16

REF: AE-401/402 FOR

RAMP & RAILINGS

1-AE-301

5.04

26.01

OI&T FLOOR

-1'-2"

5.34

RAILINGS HIDDEN

FOR CLARITY

T.O. STEEL

10'-5 1/2"

7.15

7.16

19'-4"13'-5 1/4"

NOTE:

ALIGN TOP OF LIGHTING

FIXTURES WITH BOTTOM

OF CAST STONE BAND.

TYP. ALL EXTERIOR

LIGHTING FIXTURES.

4.214.214.21 4.214.214.21

'-1

0" 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :0

P

M

1-AE-201

ELEVATIONS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

EAST ELEVATION11/4" = 1'-0"

WEST ELEVATION2

1/4" = 1'-0"

NORTH ELEVATION3

KEYNOTE LEGEND

2.19 EXISTING BUILDING

3.14 CONCRETE RAMP

4.16 CAST STONE TO MATCH EXISTING SIZE, HEIGHT, COLOR,

AND TEXTURE. ATTACH TO STRUCTURE PER

MANUFACTURERS REQUIRMENTS.

4.20 BRICK TO MATCH EXISTING

4.21 CONTROL JOINT

5.04 WALL MOUNTED ROOF ACCESS LADDER

5.34 LOCKABLE PANEL

7.15 SHEETMETAL DOWNSPOUT

7.16 SHEETMETAL PARAPET CAP

7.63 THROUGH WALL SCUPPER AND CONDUCTOR HEAD

7.84 EXPANSION JOINT

23.04 NEW HVAC EQUIPMENT, SEE MECHANICAL DRAWINGS

26.01 LIGHT FIXTURE, REF ELECTRICAL

12 13 2

FIRST FLOOR

11'-0"

TOP OF BRICK

15'-0"

1-AE-311

7.96

3.15

27.01

1-AE-301

OI&T FLOOR

-1'-2"

T.O. STEEL

10'-5 1/2"

'-1

1"

FIRST FLOOR

11'-0"

TOP OF BRICK

15'-0"

1-AE-301

D CE B

4.20

4.16

7.16

1-AE-311

7.84

26.01

E D C B A

OI&T FLOOR

-1'-2"

7.84

1-AE-311

T.O. STEEL

10'-5 1/2" 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :1

P

M

1-AE-301

BUILDING SECTIONS

NR

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/4" = 1'-0"

BUILDING SECTION 22

KEYNOTE LEGEND

3.15 CONCRETE DECK

4.16 CAST STONE TO MATCH EXISTING SIZE, HEIGHT, COLOR,

AND TEXTURE. ATTACH TO STRUCTURE PER

MANUFACTURERS REQUIRMENTS.

4.20 BRICK TO MATCH EXISTING

7.16 SHEETMETAL PARAPET CAP

7.84 EXPANSION JOINT

7.96 TAPERED RIGID INSULATION

26.01 LIGHT FIXTURE, REF ELECTRICAL

27.01 OI&T EQUIPMENT, REF TELECOM

1/4" = 1'-0"

BUILDING SECTION1

TOP OF BRICK

15'-0"

4.07

4.20

9.05

9.13

OI&T FLOOR

-1'-2"

T.O. STEEL

10'-5 1/2"

4.16

'-7

/2

4'

-6

/2

NOTE: TURN TPO ROOFING

MEMBRANE UP PARAPET,

OVER TOP OF PARAPET, AND

EXTEND DOWN EXTERIOR

SIDE 4" MIN.

9.88

1-AE-311

7.103

GROUND FLOOR

0"

9.13

1-AE-311

9.88

7.87

3.19

1-AE-311

7.90

B

OI&T FLOOR

-1'-2"

T.O. STEEL

10'-5 1/2"

3' -6

/4

'-5

/2

1' -2

NOTE: TURN TPO

ROOFING MEMBRANE

UP 8" MINIMUM.

7.103

7.87

3.18

4.07

9.02

9.13

7.89

5.33

B

T.O. STEEL

10'-5 1/2"

A

NOTE: TURN TPO

ROOFING MEMBRANE

UP 8" MINIMUM.

EXISTING BUILDING 1

7.83

TOP OF BRICK

15'-0"

T.O. STEEL

10'-5 1/2"

4' -6

/2

NOTE: TURN TPO ROOFING

MEMBRANE UP PARAPET,

OVER TOP OF PARAPET, AND

EXTEND DOWN EXTERIOR

SIDE 4" MIN.

4"

4.18

6"

3" 3"

2" 4"

6"

7.83

7.89

TOP OF BRICK

15'-0"

4.07

9.05

9.134.16

7.16

9.88

4.20

1-AE-311

E

OI&T FLOOR

-1'-2"

T.O. STEEL

10'-5 1/2"

3' -4

F

.V

2' -0

F

.V

2' -8

8'

-2

4' -6

/2

'-7

/2

NOTE: TURN TPO ROOFING

MEMBRANE UP PARAPET,

OVER TOP OF PARAPET, AND

EXTEND DOWN EXTERIOR

SIDE 4" MIN.

5.38

8.77

7.103

9.05

9.13

9.05

2.20

GROUND FLOOR

0"

B A

OI&T FLOOR

-1'-2"

1-AE-311

1-AE-311

1-AE-402

Sim

3.15

9.05

5.36

7.847.84

T.O. STEEL

10'-5 1/2"

'-5

/2

1'

-2

NOTE: TURN TPO

ROOFING MEMBRANE

UP 8" MINIMUM.

'-3

/2

1'

-4

7.87

7.103

B A

T.O. STEEL

10'-5 1/2"

4.07

9.13

A3

EXISTING BUILDING 1

7.84

2"

9.02

9.13

TOP OF BRICK

15'-0"

T.O. STEEL

10'-5 1/2"

4.20

7.16

7.89

2' -0

OI&T FLOOR

-1'-2"

4.20

4.09

7.102

9.16

9.05

9.88

3.02

4.07

3.01

4.08

3.02 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

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

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:

REVISION: DATE:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2022

MO ENGR REG. NO. 2014031351, EXP. 12/31/2022

CIVIL ENGINEER

OLSSON

550 ST. LOUIS ST.

SPRINGFIELD, MO 65806

(417) 885-1736

STRUCTURAL ENGINEER

STAND STRUCTURAL ENGINEER

8234 ROBINSON ST.

OVERLAND PARK, KS 66204

(913) 214-9525

MECH / ELEC / PLUMB ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

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

ABATEMENT

RIVERFRONT SAFETY AND HEALTH

11140 S. TOWNE SQ., STE 100

SAINT LOUIS, MO 63123

(314) 917--148

TELECOM

ASPEN ENGINEERING & CONTRACTING

7 KIJI-DAVA CIRCLE

PRESCOTT, AZ 86301

(928) 774-0992

F U

L L

Y S

P R

IN

K

L E

R E

D

/2

/2

:2 :1

P

M

1-AE-311

WALL SECTIONS

ECO

BKM

RESUBMITTED 100% CONSTRUCTION DOCUMENTS

EHRM INFRASTRUCTURE UPGRADES

03/23/2021

657A4-20-700

John J. Pershing VA Medical Center 1500 N. Westwood Blvd.

Poplar Bluff, MO 63901

1/2" = 1'-0" 2/ 1-AE-301

WALL SECTION3 1/2" = 1'-0" 1/ 1-AE-121

WALL SECTION1

KEYNOTE LEGEND

2.20 EXISTING CEILING WHERE APPLICABLE

3.01 CONCRETE FOOTING. SEE STRUCT. DWG'S

3.02 CONCRETE SLAB-ON-GRADE. SEE STRUCT. DWG'S

3.15 CONCRETE DECK

3.18 CONCRETE SLAB ON 2" COMPOSITE DECK, REFER

STRUCTURAL

3.19 FELT JOINT

4.07 REINFORCED CMU BEARING WALL. SEE STRUCT. DWG'S

4.08 CAVITY DRAINAGE MESH

4.09 WEEP HOLE

4.16 CAST STONE TO MATCH EXISTING SIZE, HEIGHT, COLOR,

AND TEXTURE. ATTACH TO STRUCTURE PER

MANUFACTURERS REQUIRMENTS.

4.18 MASONRY WALL TIES

4.20 BRICK TO MATCH EXISTING

5.33 TERMINATION BAR. PROVIDE CONTINUOUS BEAD OF

SEALANT ALONG TOP

5.36 NEW ALUMINUM HANDRAIL, SATIN FINISH

5.38 STEEL LINTEL. REF: STRUCTURAL

7.16 SHEETMETAL PARAPET CAP

7.83 TPO ROOFING MEMBRANE ON TAPERED INSULATION ON

CONCRETE DECK

7.84 EXPANSION JOINT

7.87 SEISMIC JOINT

7.89 RIGID INSULATION BOARD

7.90 TPO ROOFING MEMBRANE

7.102 DRIP EDGE

7.103 TAPERED ROOF INSULATION

8.77 THRESHOLD

9.02 7/8" HAT CHANNEL

9.05 3 5/8" C STUD

9.13 5/8" GYPSUM BOARD

9.16 5/8" TYPE X GYPUSM WALLBOARD

9.88 STATIC DISSIPATIVE FLOORING

1 1/2" = 1'-0" 1/ 1-AE-311

P…