Drawings-589-335 VOL 4 Architectural- 60 Pages.pdf

HOSPITAL DR.

TI

G E R A V E

E

STADIUM

BLVD.

NEW WORK

EXISTING CONCRETE

WALKWAY

TO REMAIN

PROVIDE

CONCRETE

WALKWAY

EXIST.

GAZEBO

(TO REMAIN)

COMMUNITY LIVING CENTER

BUILDING

FIRST FLOOR ELEVATION

736'-0"=0'-0"

ELEV. 736'-0"=0'-0"

EXISTING HOSPITAL

BUILDING

EXISTING HOSPITAL

BUILDING

PROVIDE DRIVEWAY

EXISTING

COURTYARD

PROVIDE CONCRETE GUTTER

AND CURB ALONG THE LENGTH

OF NEW PARKING LOT

EXISTING

FENCE TO

REMAIN

MAINTENANCE

YARDTI

G E

R A

V E

1:20 SLOPE

1:20 SLOPE

1:20 SLOPE

LANDSCAPEBERM

1:

SL

O

PE

EXISTING

SIDEWALK

(TO REMAIN)

EXISTING

FENCE

(TO REMAIN)

EXISTING FENCE

(TO REMAIN)

EXISTING FENCE

(TO REMAIN)

EXIST

FENCE TO

REMAIN

AS-101

SITE OF FUTURE

BLDG.

BID ITEM 5:

DEDUCT NO. 4

BID ITEM 8:

DEDUCT NO. 7

EXISTING LIGHT

POST TO REMAIN,

TYP. U.N.O.

FUTURE

C.U.

AS-100

EXISTING

METER AND

TRANSFORMER

CU

AS-101

AS-102 1

PROVIDE MECH.

SCREEN

AS-100 BI-2

EXISTING FENCE

TO REMAIN

EXISTING BRICK

PIER TO REMAIN

EXIST. TWO

STORY

MODULAR

BLDG.

TUNNEL-

REFER TO CIVIL

EXISTING

WOOD STAIRS

AND LANDING

TO REMAIN

(TO REMAIN)

PRECAST CONCRETE

MANHOLE - REFER TO EC-100

FOR MORE INFORMATION

TYP

BID ITEM 2:

DEDUCT NO. 1

EXISTING

AREAWELL

AS-101

E Q

E

Q

REFER TO SPECIFICATIONS

VOLUME II APPENDIX C FOR

PHOTOS AT EXISTING

AREAWELL AND RELATED

WORK ITEMS.

11 8

12 10 9

2 17 21 1 16

REFER TO SPECIFICATIONS

VOLUME II APPENDIX E FOR

PROPOSED PLANS OF NEW

VERTICAL LIFT AND NEW

WOOD STAIR/PLATFORM

STRUCTURE.

SITE PLAN KEY NOTES

1. REFER TO CIVIL DRAWINGS FOR EXISTING CONDITIONS PLAN AND

DEMOLITION PLAN, SITE GRADING PLAN, SITE UTILITY PLAN, SITE GEOMETRIC

PLAN, STORM AND SANITARY SEWER PROFILES AND CONSTRUCTION DETAILS.

2. BID ITEM 2-DEDUCT NO. 1: REFER TO DRAWING CX-103, CX-104 AND CX-105 FOR

CIVIL SCOPE OF WORK ITEMS.

3. REFER TO SPECIFICATIONS VOLUME II APPENDIX C FOR PHOTOS AT EXISTING

AREAWELL AND RELATED WORK ITEMS.

4. PROVIDE UNDERGROUND PRECAST CONCRETE TUNNEL SYSTEM. REFER TO

DRAWINGS C-104 FOR PLAN AND DRAWING C-109 FOR DETAILS.

5. PROVIDE UNDERGROUND ELECTRICAL DUCT BANK FROM EXISTING ELECTRICAL

MANHOLE TO OTHER EXISTING ELECTRIC MANHOLE AT EXISTING DRIVEWAY.

REFER TO DRAWING C-104 AND ESD-100.

6. PROVIDE UNDERGROUND ELECTRICAL DUCT BANK FROM EXISTING AREAWELL

TO NEW BUILDING. REFER TO DRAWING EC-100.

7. PROVIDE CANOPY STRUCTURE. REFER TO DRAWING S-200 FOR FOUNDATIONS

AND ASSOCIATED STEEL FRAMING. REFER TO DRAWING AS-100 BI-2 FOR

ARCHITECTURAL SECTION AND DETAILS.

8. PROVIDE BITUMINOUS CONCRETE PAVEMENT SYSTEM. REFER TO DRAWING C-105

FOR SITE GEOMETRICS PLAN.

9. PROVIDE CONCRETE CURB AND GUTTER. REFER TO DETAIL 9/C-109.

10. PROVIDE PRE-CAST CONCRETE WHEEL STOPS AT ALL PARKING SPACES/STALLS.

REFER TO DETAIL 4/C-109.

11. PROVIDE MODULAR BLOCK RETAINING WALL SYSTEM. REFER TO DRAWING C-105

AND DETAIL 3/C-105.

12. PROVIDE STEEL PIPE BOLLARDS WHERE INDICATED WITHIN LANDSCAPE AREA.

REFER TO DETAIL 1 ON THIS DRAWING.

13. REFER TO DRAWING C-109/DETAIL 5 FOR ACCESSIBLE PARKING SIGNS.

14. REFER TO DRAWING S-100 FOR EXTERIOR CONCRETE FOUNDATION WALLS AND

RELATED WORK AT MAINTENANCE YARD AREA. REFER TO DRAWING AS-102 FOR

GATE AND ALUMINUM MECHANICAL SCREEN SYSTEMS AND RELATED WORK.

15. PROVIDE FIRE HYDRANT ASSEMBLY. REFER TO DRAWING C-104 AND DETAIL 5/CX-

108.

16. PROVIDE FINAL SITE CLEARING AND GRUBBING, GRADING, TOP SOIL, PLANTING

SOILS AND SOD INSTALLATION AROUND PERIMETER OF PARKING LOT AND ALL

OTHER DISTURBED AREAS. REFER TO SPECIFICATION SECTION 32 90 00 PLANTING

FOR ADDITIONAL INFORMATION.

17. PROVIDE REPAIR OF EXISTING UNDERGROUND AUTOMATIC CONTROLLED LAWN

IRRIGATION SYSTEM DUE TO DAMAGE OCCURRING DURING THE CONSTRUCTION

ACTIVITIES. REFER TO SPECIFICATION SECTION 32 84 00 PLANTING IRRIGATION

FOR ADDITIONAL INFORMATION.

18. REINSTALL EXISTING STEEL SHADE STRUCTURES AND BENCHES. REFER TO

DRAWING C-105.

19. REINSTALL EXISTING LIGHTING BOLLARDS ON EXISTING AND/OR NEW CONCRETE

FOUNDATIONS. REFER TO DRAWING C-105, ESD-100 AND ESL-100.

20. PROVIDE SITE LIGHTING BOLLARDS. REFER TO ELECTRICAL DRAWING ESL-100.

21. CLEAN EXPOSED SURFACES OF EXISTING FENCING AT PROJECT COMPLETION

PHASE OF WORK AFTER ALL SITE WORK IS COMPLETED.

22. REFER TO DRAWING AS-102 FOR FENCE DETAILS

CONCRETE

WHEEL STOP

CONCRETE

CURB/GUTTER

PAVEMENT

SYSTEM

1' - 6"

CL

GRAVEL BASE

GRADE

24" DIAMETER

CONCRETE

FOUNDATIONS

8" DIAMETER

GALVANIZED

PIPE BOLLARD

BACKFILL WITH

COMPACTED

GRANULAR FILL

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:0

A

M

SITE PLAN

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

AS-100

BID DOCUMENTS

VA255-16-C-0234

0 8' 16' 32'

N

1/16" = 1'-0"

PARTIAL SITE PLAN

NOT TO SCALE

KEY PLAN

3/4" = 1'-0"

NEW SECURITY BOLLARD DETAIL

0 1' 2' 3'

BID DOCUMENTS 05/11/18

5 6

3' - 0"

SITE PLAN KEY NOTES

1. BID ITEM 2-DEDUCT NO. 1: REFER TO DRAWING CX-103, CX-

104 AND CX-105 FOR CIVIL SCOPE OF WORK ITEMS.

2. PROVIDE CONCRETE CURB AND GUTTER AT WEST END OF

PARKING LOT. REFER TO DRAWING CX-108/DETAIL 1 AND

DRAWING CX-109/DETAIL 9.

3. PROVIDE STEEL PIPE BOLLARDS WHERE INDICATED WITHIN

LANDSCAPE AREA AT ADJACENT TO PARKING LOT AT WEST

END. REFER TO DETAIL 1 ON DRAWING AS-100.

4. PROVIDE FINAL SITE CLEARING AND GRUBBING, GRADING,

TOP SOIL, PLANTING SOILS AND SOD INSTALLATION AROUND

PERIMETER OF PARKING LOT AND ALL OTHER DISTURBED

AREAS. REFER TO SPECIFICATION SECTION 32 90 00

PLANTING FOR ADDITIONAL INFORMATION.

5. CONTRACTOR WILL PROVIDE REPAIR OF EXISTING

UNDERGROUND AUTOMATIC CONTROLLED LAWN IRRIGATION

SYSTEM DUE TO DAMAGE OCCURRING DURING THE

CONSTRUCTION ACTIVITIES. REFER TO SPECIFICATION

SECTION 32 84 00 PLANTING IRRIGATION FOR ADDITIONAL

INFORMATION.

6. CONTRACTOR WILL CLEAN EXPOSED SURFACES OF

EXISTING FENCING AT PROJECT COMPLETION PHASE OF

WORK AFTER ALL SITE WORK IS COMPLETED.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:1

A

M

SITE PLAN - BID ITEM 2

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

AS-100

BI-2

BID DOCUMENTS

VA255-16-C-0234

N

1/8" = 1'-0"

PARTIAL SITE PLAN - BID ITEM 2 - DEDUCT NO. 1

4'0 8' 16'

8' - 5"

V A

R

IE

S

2' - 0"

SLOPE

TRANSLUCENT

POLYCARBONATE

ROOF PANEL

SYSTEM. REFER TO

DRAWING AS-102

FOR ADDITIONAL

DETAILS AND

NOTES

PROVIDE ALUMINUM

SURFACE MOUNTED

COUNTER FLASHING

1-1/2" X 1-1/2" METAL TUBE

GALV. STEEL COLUMN -

REFER TO STRUCTURAL

EXISTING BUILDING EXTERIOR

MASONRY WALL

5" CONCRETE SLAB SIDEWALK

COMPACTED GRAVEL

HSS 14X6 STEEL FRAMING -

REFER TO STRUCTURAL

CONCRETE FOOTING

REFER TO

STRUCTURAL

AS-102

AS-102

7 9

AS-102

AS-101

AS-101

AS-101

AS-101

-1' - 0"

-2' - 4 13/16"

0"

0"

0"

AS-101

AS-101

AS-101

PROVIDE

CONCRETE

STAIRS

PROVIDE

CONCRETE

RAMP

REAR ENTRY/EXIT

PROVIDE CONCRETE RAMP

SLOPE DN. 1:20

SLOPE DN. 1:20

SLOPE DN. 1:20

LANDSCAPEBERM

:2

S

L O

P E

PROVIDE METAL RAILING

20' - 4"5' - 0"

20' - 9 3/4"

/2

/4

PROVIDE METAL

RAILING

COMMUNITY LIVING CENTER BUILDING

FIRST FLOOR ELEVATION

736'-0" = 0'-0"

EXISTING CONCRETE WALKWAY

TO REMAIN

EXISTING

GAZEBO

(TO REMAIN)

LANDSCAPE

AREA

10 10

PROVIDE

CONCRETE

WALKWAY

PROVIDE

CONCRETE

WALKWAY

AS-101

TYP.

EXISTING BUILDING

1' - 0"

8"

1' - 0"

1' - 0"

COMPACTED SUBGRADE

GRANULAR FILL

REINFORCED

CONCRETE STAIR(SEE

STRUCT. DWGS.)

REINFORCED CONCRETE

(SEE STRUCT. DWGS.)

EXPANSION JOINT

AND SEALANT

1" NOSING

METAL

RAILING

4"

4"

REINFORCED CONC.

(SEE STRUCT. DWGS.)

TYP. TREAD WIDTH

3' - 6"

CONCRETE STAIR(SEE

STRUCT. DWGS.)

1" NOSING

COMPACTED SUBGRADE

GRANULAR FILL

EXPANSION JOINT AND

SEALANT

T Y

P

CONCRETE WALKWAY

CONCRETE RISER/TREADS (SEE

STRUCT. DWGS.)

COMPACTED SUBGRADE

GRANULAR FILL

EXPANSION JOINT AND SEALANT

CONCRETE SLAB AT ENTRY

COMPACTED SUBGRADE

CONCRETE RAMP

(SEE STRUCT. DWGS.)

2"

5' - 0"

8" 8"

V A

R

IE

S

METAL RAILING

CONCRETE RETAINING WALL

(SEE STRUCT. DWGS.)

GRANULAR FILL

1 1/2"

6"X6" WWF REINFORCING

(SEE STRUCT. DWGS.)

COMPACTED SUBGRADE

2"

8"

METAL

RAILING

GRANULAR FILL

1 1/2"

CONCRETE RAMP

(SEE STRUCT. DWGS.)

CONCRETE RETAINING WALL

(SEE STRUCT. DWGS.)

FINISHED GRADE

(SEE CIVIL DWGS.)

FACE OF NEW

EXTERIOR WALL

1 1/2"

WWF REINFORCING, TYP.

(SEE STRUCT. DWGS.)

COMPACTED SUBGRADE

8"

CONC. RAMP

(SEE STRUCT. DWGS.)

2"

CONCRETE WALL BEYOND

CONCRETE LANDING

(SEE STRUCT. DWGS.)

METAL

RAILING

CONCRETE RETAINING WALL

(SEE STRUCT. DWGS.)

SLOPE DN. 1:20

GRANULAR FILL

EXPANSION JOINT

AND SEALANT

EXPANSION JOINT

AND SEALANT

CONCRETE

LANDINGSLOPE DN. 1:20

6"X6" WWF REINFORCING, TYP.

(SEE STRUCT. DWGS.)

GENERAL NOTES:

- SIDEWALK AND WALKWAYS

SHALL BE 5" THICK W/

WWF6x6 1.4x1.4 ON MIN.

4" COMPACTED CA-6

1/2" PREMOULDED EXPANSION

JOINT FILLER & SEALANT

PROVIDE CONCRETE SIDEWALKSAW-CUT

EXISTING

SIDEWALK TO

PROVIDE A CLEAN,

STRAIGHT JOINT

GRANULAR FILL

COMPACTED SUBGRADE

1/2" X 1/2" TOOLED

SCORE LINE

EVERY 4'-0" O.C.

SLOPE

DN. 1:20

6"X6" WWF

REINFORCING, TYP.

(SEE STRUCT. DWGS.)

PROVIDE CONCRETE

WALKWAY

6"X6" WWF

REINFORCING

(SEE STRUCT. DWGS.)

GRANULAR FILL

COMPACTED SUBGRADE

FINAL TOP SOIL

CONCRETE

STAIR

SEALANT

JOINT

1/2" 1/2"1 1/2"

SET POST

IN EPOXY

GROUT

1-1/2" POST CL

/4

SITE PLAN KEY NOTES

1. REFER TO CIVIL DRAWINGS FOR EXISTING CONDITIONS

PLAN AND DEMOLITION PLAN, SITE GRADING PLAN, SITE

UTILITY PLAN, SITE GEOMETRIC PLAN, STORM AND

SANITARY SEWER PROFILES AND CONSTRUCTION DETAILS.

2. BID ITEM 8-DEDUCT NO. 7: REFER TO DRAWING CX-103 AND

CX-104 FOR CIVIL SCOPE OF WORK ITEMS.

3. PROVIDE UNDERGROUND ELECTRICAL DUCT BANK FROM

EXISTING ELECTRICAL MANHOLE TO OTHER EXISTING

ELECTRIC MANHOLE AT EXISTING DRIVEWAY. REFER TO

DRAWING C-104 AND ESD-100.

4. PROVIDE CANOPY STRUCTURE. REFER TO DRAWING S-200

FOR FOUNDATIONS AND ASSOCIATED STEEL FRAMING.

REFER TO DRAWING AS-100 BI-2 FOR ARCHITECTURAL

SECTION AND DETAILS.

5. REFER TO DRAWING S-100 FOR EXTERIOR CONCRETE

FOUNDATION WALLS AND RELATED WORK AT MAINTENANCE

YARD AREA. REFER TO DRAWING AS-102 FOR GATE AND

ALUMINUM MECHANICAL SCREEN SYSTEMS AND RELATED

WORK.

6. REFER TO DETAIL 16/S-003 FOR TYPICAL EXTERIOR

CONCRETE SLAB AND STAIR ON GRADE.

7. PROVIDE FINAL SITE CLEARING AND GRUBBING, GRADING,

TOP SOIL, PLANTING SOILS AND SOD INSTALLATION AROUND

PERIMETER OF PARKING LOT AND ALL OTHER DISTURBED

AREAS. REFER TO SPECIFICATION SECTION 32 90 00

PLANTING FOR ADDITIONAL INFORMATION.

8. PROVIDE REPAIR OF EXISTING UNDERGROUND AUTOMATIC

CONTROLLED LAWN IRRIGATION SYSTEM DUE TO DAMAGE

OCCURRING DURING THE CONSTRUCTION ACTIVITIES.

REFER TO SPECIFICATION SECTION 32 84 00 PLANTING

IRRIGATION FOR ADDITIONAL INFORMATION.

9. REINSTALL EXISTING STEEL SHADE STRUCTURES AND

BENCHES. REFER TO DRAWING C-105.

10. REINSTALL EXISTING LIGHTING BOLLARDS ON EXISTING

AND/OR NEW CONCRETE FOUNDATIONS. REFER TO

DRAWING C-105, ESD-100 AND ESL-100.

11. PROVIDE SITE LIGHTING BOLLARDS. REFER TO ELECTRICAL

DRAWING ESL-100.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:1

A

M

PARTIAL ENLARGED SITE PLAN &

DETAILS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

AS-101

BID DOCUMENTS

VA255-16-C-0234

0 1' 2' 4'1/2" = 1'-0"

SECTION AT CANOPY

N

1/8" = 1'-0"

PARTIAL ENLARGED SITE PLAN

3/4" = 1'-0"

SECTION AT EXTERIOR STAIR

0 1' 2' 3'

3/4" = 1'-0"

SECTION- TERRACE STEPS AT BOTTOM

3/4" = 1'-0"

SECTION-TERRACE STEPS AT TOP

0 1' 2' 3'

0 1' 2' 3'

4'0 8' 16'

3/4" = 1'-0"

SECTION AT RAMP-TRANVERSE

0 1/2' 1' 2'

3/4" = 1'-0"

SECTION AT RAMP

0 1' 2' 3'

0 1' 2' 3'

3/4" = 1'-0"

SECTION AT RAMP-LONGITUDINAL

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

TYPICAL SECTION AT NEW SIDEWALK

1" = 1'-0"

SECTION AT NEW SIDEWALK TO LANDSCAPE

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

DETAIL AT STAIR POST

0 6" 1'

BASEMENT FLOOR

-14' - 0"

PROVIDE 13' WIDE

CANTILEVERED

MANUAL SLIDING

GATE

PROVIDE PRECAST

STONE CAP, TYP.

SEE 13/AS-102.

PROVIDE BRICK PIER, TYP.

PROVIDE

MECHANICAL

SCREEN PROVIDE MECHANICAL

SCREEN

FINISHED

GRADE

(SEE CIVIL

DWGS.)

PROVIDE

CONCRETE

RETAINING

WALL

FIXED

6' - 0"

FIXED

6' - 0"

PROVIDE FENCE

SECTION

PROVIDE

FENCE

SECTION

FINISHED GRADE

(SEE CIVIL DWGS.)

T/ OF CONC. RETAINING

WALL

-8' - 6"

14' - 0"13' - 5 1/2"

"5

14' - 0" 8' - 0"

AS-102

2' - 8"

BASEMENT FLOOR

-14' - 0"

PROVIDE BRICK

PIER

PROVIDE PRECAST

STONE CAP, TYP.

SEE 13/AS-102.

PROIVIDE

CANTILEVERED

SLIDING GATE

PROVIDE FIXED

FENCE

TOP GUIDE PLATE

BOLTED TO

BRICK PIER

/2

ATTACH .060 END

CAPS TO BATTEN

W/ #14 X 1/2" SS

HHTS

5/32" TRANSLUCENT

POLYCARBONATE

PANEL

W/ EXPOSED

BENT EDGE

5/32" TRANSLUCENT

POLYCARBONATE

PANEL W/ EXPOSED

EDGE

PURLIN

SUPPORT

ATTACH .060 END

CAPS TO BATTEN W/

#14 X 1/2" SS HHTS

COUNTER

FLASHING

SS POP RIVET

(2) 1" X 1" BAFFLE

BETWEEN BATTENS, W/

PSA SIDE TO PANEL

ALUM BATTEN @ 2' O.C.

W/SS #14 x 3/4" HHTS

W/WSW @ 12" O.C. MAX

5/32" TRANSLUCENT

POLYCARBONATE

PANELS W/

UPSTANDS

ALUM BATTEN @ 2' O.C.

W/SS #14 x 3/4" HHTS

W/WSW @ 12" O.C. MAX

GLAZING BAR

G9 EPDM GASKET

ALUM BATTEN @ 2' O.C.

W/SS #14 x 3/4" HHTS

W/WSW @ 12" O.C. MAX

1 1/4" X 1 1/4" X 1/8"

ALUM ANGLE, ATTACH TO

GLAZING BAR W/

#10 X 5/8" PLTD WH TEK

@ 16" O.C.

5/32" TRANSLUCENT

POLYCARBONATE

PANELS

G9 EPDM GASKET

GLAZING BAR

/2

2 1/2" 3" 2 1/2"

8"

5/8" WEDGE ANCHOR

3"X3"X6" STEEL ANGLE

4"

HSS 4X4X5/16

3"

8" FOUNDATION WALL

HSS 4X4X5/16

1' - 0"

3 3/4"

/8

/8

6' - 0" +/-

/8

HORIZONTAL RAIL

PICKET

FINISH GRADE

CONCRETE

FOOTINGS

COLUMN

RAFTER

LATTICE

CONCRETE

FOOTING

16' - 0"

3' - 0" 10' - 0"

CONCRETE FOOTING

CENTERLINE OF COLUMNS

COLUMN

RAFTER

OUTER EDGE OF EAVE

2' - 8"

" DOWEL INTO PIER.

PREDRILL HOLE FOR

DOWEL

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

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( C E

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_B

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6/

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9:

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SITE DETAILS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

AS-102

BID DOCUMENTS

VA255-16-C-0234

0 2' 4' 8'1/4" = 1'-0"

ELEVATION AT MAINTENACE YARD

0 1' 2' 4'1/2" = 1'-0"

SECTION AT SLIDING GATE

0 6" 1'

BID DOCUMENTS 05/11/18

3" = 1'-0"

SECTION AT ROOF EDGE

3" = 1'-0"

SECTION AT EXISTING EXTERIOR WALL

0 6" 1'

0 6" 1'

3" = 1'-0"

SECTION AT TYPICAL BATTEN

0 6" 1' 3" = 1'-0"

SECTION AT ROOF SYSTEM ENDS

0 6" 1'

3" = 1'-0"

MECHANICAL SCREEN SECTION

3" = 1'-0"

MECHANICAL SCREEN PLAN AT FOUNDATION WALL

0 6" 1'

3" = 1'-0"

MECHANICAL SCREEN PLAN VIEW

0 6" 1'

1/2" = 1'-0"

FENCE ELEVATION

0 1' 2' 4'

SHADE STRUCTURE SYSTEM

1. DISASSEMBLE ROOF SHADE AND ASSOCIATED STEEL BEAMS FROM STEEL

POSTS. REMOVE HOLD DOWN CLIPS AT ALUMINUM ROUND LATTICE TUBE

MEMBERS. EXISTING STEEL ROOF BEAM IS WELDED TO EXISTING STEEL POST.

GRIND WELD AT BEAM POST JOINT/SEAM.

2. EXISTING STEEL POST ARE SET IN CONCRETE FOUNDATIONS. REMOVE

CONCRETE FROM STEEL POSTS. IF STEEL POSTS ARE DAMAGED DURING THIS

PROCESS CONTRACTOR WILL PROVIDE NEW STEEL POST. STEEL POST

HSS. NEW STEEL POST COMPONENTS WILL BE HOT DIP GALVANIZED PER ASTM

A123 AND THEN COATED WITH POWDER COAT SYSTEM. MATCH EXISTING FINISH

COLOR. SUBMIT SAMPLE FOR VA APPROVAL.

3. FOR REINSTALLATION OF STEEL POST SECTIONS PROVIDE 18” DIAMETER

CONCRETE FOUNDATIONS FOR EACH POST. CONCRETE FOUNDATIONS WILL BE

42” DEEP. REFER TO DETAIL FOR ALL OTHER REQUIREMENTS.

4. REINSTALL STEEL ROOF BEAMS WITH WELDED CONNECTION TO STEEL POST.

STRUCTURAL WELDS WILL BE PERFORMED BY WELDERS CERTIFIED TO AWS

D1.1. WELDING ELECTRODES WILL BE E70XX.

5. REINSTALL ALUMINUM ROUND LATTICE TUBE MEMBERS. PROVIDE NEW STEEL

MECHANICAL FASTENERS AT EACH TUBE MEMBER. ALL SCREWS WILL BE

STAINLESS STEEL, #12-24 AND #8-18 HEX WASHER HEAD, SELF-DRILLING

SCREWS.

1/2" = 1'-0"

SHADE STRUCTURE ELEVATION

0 1' 2' 4'

1/2" = 1'-0"

SHADE STRUCTURE - FRAMING PLAN

0 1' 2' 4'

1/2" = 1'-0"

PRECAST STONE CAP DETAIL

0 1' 2' 4'

UP 24R

D

E

F

J

M

B.9

D.4

E.5

A-201

A-300

A-300

A-301

STORAGE

K006

K

UNEXCAVATED

K005

K

K

STORAGE

K002

ELEC.

ROOM

K003

MED.

GAS

EQUIPMENT

ROOM

K004

CORRIDOR

C0K03

LOADING

K005

MECHANICAL

K001

A

B.1

/4

/4

/4

8' - 6" 6' - 4"

4 7/8" 20' - 10 1/8" 4 7/8" 11' - 11 1/8" 4 7/8" 14' - 5 1/8" 4 7/8"

2' - 6 1/2"

7' - 4 11/16" 7' - 5 3/4" 9' - 1 1/4"

/1

A-500

H.2

A-100C

STAIR

K053

ELEV

P-18

CORRIDOR

C0K01

A-501

A-301

A-301

K001

U N

E X

C A

V A

T E

D

A-430

/1 A-100C

MATCHLINE

K

1.7

1.7

C

K A

K

STORAGE

K007

1.5

K

6.2

N

B

P

A-409

A-408

A-4091

A-409

FUTURE AHU

MVP-1

MAC-1

AHU-1

A-430

A-100B

A-409

/2

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

FD

CU

FUTURE

CU

10 11 12 13

G

8 9

H

G.5

P-18A

K

105' - 11 3/4"

1' - 0 3/4" 15' - 1" 5' - 8 3/4" 16' - 3" 28' - 7" 39' - 3 1/4"

1' - 0" 100' - 8 7/8"

/2

/4

/2

/4

/2

/4

18' - 2" 20' - 0" 11' - 0"

8' - 11 5/8" 10' - 0 13/16"

1' - 9 13/16"

11' - 9 1/4" 2' - 11 1/4" 26' - 7 5/8" 13' - 4"

1' - 8" 10' - 0" 1' - 8" 9' - 4"

/4

/8

/8

/1

/1

/1

/4

/1

1' - 0" 8' - 10"

1' - 0"

47' - 11 5/8"

34' - 0"

/4

/4

" 1

/1

/8

/8

/8

/1

/2

/1

/4

/4

/4

/2

/4

1' - 0" 34' - 0" 31' - 8 1/2" 13' - 6 5/8"

63' - 2" 26' - 6 3/16"

2' - 6 1/2"

/1

26' - 7 1/8" 59' - 9 1/8"

11' - 5 15/16"

1' - 0"

10' - 5 15/16" 1' - 0"

8' - 10 3/16"

1' - 0 9/16"

6' - 8 11/16"10 11/16"

1' - 4 3/4"

20' - 0 7/16"

126' - 0 3/16"

/2

/1

/8

/1

16' - 11"

8" 16' - 3"

/1

/1

/8

4 5

BID ITEM 5:

DEDUCT NO. 4

BID ITEM 8:

DEDUCT NO. 7

N.5

C1K18

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

KEY NOTES

1. REFER TO STRUCTURAL DRAWING S-100 FOR ALL CAST IN

PLACE CONCRETE FOOTINGS, FOUNDATION WALLS, STEEL

REINFORCING AND RELATED DIMENSIONS AND

ELEVATIONS.

2. REFER CIVIL DRAWING C-104 AND C-109 FOR PRECAST

CONCRETE TUNNEL INFORMATION AND DETAILS.

3. REFER TO PLUMBING DRAWING P-100U FOR FLOOR

DRAINS AND RESPECTIVE UNDERGROUND SANITARY

PIPING.

4. REFER TO DRAWING EP-100A FOR ELECTRICAL

EQUIPMENT.

5. REFER TO DRAWING MG-101 FOR MEDICAL GAS

EQUIPMENT.

6. REFER TO DRAWING FP-101 FOR FIRE PROTECTION

SYSTEM EQUIPMENT.

7. REFER TO MECHANICAL DRAWINGS MV-101 AND MP-101

FOR MECHANICAL VENTILATION AND PIPING PLANS.

8. REFER TO DRAWING MP-101 FOR DOMESTIC HOT WATER

HEAT EXCHANGER EQUIPMENT LAYOUT.

9. REFER TO DRAWING MP-100 FOR MECHANICAL PIPING WITH

TUNNEL.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:1

A

M

BASEMENT FLOOR PLAN

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-100

BID DOCUMENTS

VA255-16-C-0234

N

1/8" = 1'-0"

BASEMENT FLOOR PLAN

A-100B

UNEXCAVATED

FUTURE AHU

AHU-1

FD

FD

FD

FD

FD

MVP-1

MAC-1

FD

FD

CU

FUTURE

CU

4 5

/4

/4

4 7/8"

20'-10 1/8" 4 7/8" 11'-11 1/8" 4 7/8" 14'-5 1/8" 4 7/8"

2'-6 1/2"

105'-11 3/4" 1'-0 3/4"

15'-1" 5'-8 3/4" 16'-3" 28'-7" 39'-3 1/4"

1'-0"

100'-8 29/32"

'-9

/3

1'-0"

8'-10" 1'-0"

/1

/8

/8

/8

/1

/2

/4

/4

/4

/2

/4

1'-0"

34'-0" 31'-8 1/2"

63'-2"

2'-6 1/2" 1

'-4

/3

6'-8 23/32"

10 21/32"

1'-4 23/32"

20'-0 7/16"

126'-0 3/16"

/1

/8

/1

16'-11"

8" 16'-3"

/3

/3

K005

K A

K001

K001A

K

K

K

CORRIDOR

C0K03

MECHANICAL

K001

STORAGE

K002

ELEC.

ROOM

K003

MED.

GAS

EQUIPMENT

ROOM

K004

LOADING

K005

A-201

A-300

A-500

A-500

A-430

A-430

D

E

F

J

B.9

D.4

E.5

G.5

A

B.1

1.7

1.7

C

1.5

K

6.251

B

3 4 6

A-202

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

KEY NOTES

1. REFER TO STRUCTURAL DRAWING S-100 FOR ALL CAST

IN PLACE CONCRETE FOOTINGS, FOUNDATION WALLS,

STEEL REINFORCING AND RELATED DIMENSIONS AND

ELEVATIONS.

2. REFER CIVIL DRAWING C-104 AND C-109 FOR PRECAST

CONCRETE TUNNEL INFORMATION AND DETAILS.

3. REFER TO PLUMBING DRAWING P-100U FOR FLOOR

DRAINS AND RESPECTIVE UNDERGROUND SANITARY

PIPING.

4. REFER TO DRAWING EP-100A FOR ELECTRICAL

EQUIPMENT.

5. REFER TO DRAWING MG-101 FOR MEDICAL GAS

EQUIPMENT.

6. REFER TO DRAWING FP-101 FOR FIRE PROTECTION

SYSTEM EQUIPMENT.

7. REFER TO MECHANICAL DRAWINGS MV-101 AND MP-101

FOR MECHANICAL VENTILATION AND PIPING PLANS.

8. REFER TO DRAWING MP-101 FOR DOMESTIC HOT

WATER HEAT EXCHANGER EQUIPMENT LAYOUT.

9. REFER TO DRAWING MP-100 FOR MECHANICAL PIPING

WITH TUNNEL.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:2

A

M

BASEMENT FLOOR PLAN - BID ITEM 8

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-100 BI-8

BID DOCUMENTS

VA255-16-C-0234

N

1/8" = 1'-0"

BASEMENT FLOOR PLAN - BID ITEM 8 - DEDUCT NO. 7

CB

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

E

F

A-201

A-300

A-500

A-430

K

N

AS-102

A-430

NEW AIR COOLED

CONDENSING

UNIT (SEE MECH.

DWGS.)

FUTURE AIR

COOLED

CONDENSING

UNIT

NEW 13' WIDE

CANTALEVERED

MANUAL SLIDING

GATE

E Q

E Q

C L

FD

FD

8" 16' - 3" 1' - 0"

/4

/4

/4

/4

/1

/2

/2

16' - 3 1/2" 8" 4 3/4"

/2

/4

/4

/4

/4

/4

/4

/4

/4

/1

/8

/1

/4

8"

8' - 0 1/2" 8' - 1" 5 1/2"

/2

/1

/1

/1

/2

/8

6" 8' - 1" 8' - 1" 5 1/2"

KEY NOTES

1. REFER TO STRUCTURAL DRAWING S-100 FOR ALL CAST

IN PLACE CONCRETE FOOTINGS, FOUNDATION WALLS,

STEEL REINFORCING AND RELATED DIMENSIONS AND

ELEVATIONS.

2. REFER TO CIVIL DRAWING C-103 FOR SITE UTILITY

WORK.

3. REFER TO DRAWINGS AS-102 FOR FENCE SYSTEM

NOTES.

4. REFER TO DRAWING AS-102 FOR MASONRY PIER DETAIL.

5. REFER TO DRAWING C-101 FOR SITE GRADING AND

UNDERGROUND UTILITIES.

6. REFER TO DRAWING A-500 FOR DOOR AND FRAME

SCHEDULE.

7. REFER TO DRAWING A-500 FOR ROLLING COIL DOOR

DETAILS.

8. REFER TO DRAWING MV-100 FOR ALUMINUM LOUVER

DIMENSIONS.

MECHANICAL EQUIPMENT SCREEN SPECIFICATIONS

PART 1 GENERAL

1.01 SUMMARY

A. FURNISH AND INSTALL SCREENWALL/VISION BARRIER,

STRUCTURAL SUPPORTS AND ATTACHMENT BRACKETS AS

SHOWN ON THE DRAWINGS, AS SPECIFIED, AND AS NEEDED FOR

A COMPLETE AND PROPER INSTALLATION.

B. THE SCREENWALL/VISION BARRIER TO BE FURNISHED

INCLUDE THE FOLLOWING:

1. FIXED EXTRUDED SCREENWALL/VISION BARRIER.

1.02 REFERENCES

A. THE ALUMINUM ASSOCIATION INCORPORATED

1. ALUMINUM STANDARDS AND DATA

2. SPECIFICATIONS AND GUIDELINES FOR ALUMINUM

STRUCTURES

B. AMERICAN SOCIETY OF CIVIL ENGINEERS

1. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER

STRUCTURES

C. AMERICAN SOCIETY FOR TESTING AND MATERIALS

1. ASTM B209

2. ASTM B211

3. ASTM B221

4. ASTM E90-90

D. ARCHITECTURAL ALUMINUM MANUFACTURERS ASSOCIATION

1. AAMA 800 VOLUNTARY SPECIFICATIONS AND TEST

METHODS FOR SEALANTS

2. AAMA 605.2 VOLUNTARY SPECIFICATION FOR HIGH

PERFORMANCE ORGANIC COATINGS ON ALUMINUM

EXTRUSIONS AND PANELS.

3. AAMA TIR METAL CURTAIN WALL FASTENERS

4. AAMA 2605-98 SUPERIOR PERFORMING ORGANIC

COATINGS ON ALUMINUM EXTRUSIONS AND PANELS

1.03 SUBMITTALS

A. PRODUCT DATA

1. MATERIAL TYPES AND THICKNESS.

B. SHOP DRAWINGS

1. INCLUDE ELEVATIONS, SECTIONS AND SPECIFIC DETAILS

FOR EACH LOUVER.

2. SHOW ANCHORAGE DETAILS AND CONNECTIONS FOR ALL

COMPONENT PARTS.

C. SAMPLES

D. SUBMIT COLOR CHIPS FOR APPROVAL.

1.04 QUALITY ASSURANCE

A. SINGLE SUBCONTRACT RESPONSIBILITY: SUBCONTRACT THE

WORK TO A SINGLE FIRM THAT HAS HAD NOT LESS THAN SIX

YEARS’ EXPERIENCE IN THE DESIGN AND MANUFACTURING OF

WORK SIMILAR TO THAT SHOWN AND REQUIRED.

B. STRUCTURAL REQUIREMENTS: DESIGN ALL MATERIALS TO

WITHSTAND WIND AND SNOW LOADS AS REQUIRED BY THE

APPLICABLE BUILDING CODE. MAXIMUM ALLOWABLE

DEFLECTION FOR THE LOUVER STRUCTURAL MEMBERS TO BE

L/180 OR 0.75 INCH, WHICHEVER IS LESS. MAXIMUM ALLOWABLE

DEFLECTION FOR THE LOUVER BLADES TO BE L/120 OR 0.50 INCH

ACROSS THE WEAK AXIS, WHICHEVER IS LESS.

C. WARRANTY: PROVIDE WRITTEN WARRANTY TO THE VA THAT

ALL PRODUCTS WILL BE FREE OF DEFECTIVE MATERIALS OR

WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF

INSTALLATION.

1.05 DELIVERY, STORAGE AND HANDLING

A. DELIVERY: AT THE TIME OF DELIVERY ALL MATERIALS SHALL BE

VISUALLY INSPECTED FOR DAMAGE. ANY DAMAGED BOXES,

CRATES, LOUVER SECTIONS, ETC. SHALL BE NOTED ON THE

RECEIVING TICKET AND IMMEDIATELY REPORTED TO THE

SHIPPING COMPANY AND THE MATERIAL MANUFACTURER.

B. STORAGE:

1. MATERIAL MAY BE STORED FLAT, ON END OR ON ITS

SIDE.

2. MATERIAL MAY BE STORED EITHER INDOORS OR

OUTDOORS.

3. IF STORED OUTDOORS THE MATERIAL MUST BE RAISED

SUFFICIENTLY OFF THE GROUND TO PREVENT IT BEING

FLOODED.

4. IF STORED OUTDOORS THE MATERIAL MUST BE

COVERED WITH A WEATHER PROOF FLAME RESISTANT

SHEETING OR TARPAULIN.

C. HANDLING:

1. MATERIAL SHALL BE HANDLED IN ACCORDANCE WITH

SOUND MATERIAL HANDLING PRACTICES AND IN SUCH A

WAY AS TO MINIMIZE RACKING.

PART 2 PRODUCTS:

2.01 MATERIALS

A. ALUMINUM EXTRUSIONS: ASTM B211, ALLOY 6063-T5, 6063-T6

OR 6061-T6.

B. ALUMINUM SHEET: ASTM B3209, ALLOY 1100, 3003 OR 5005.

2.02 FABRICATION, GENERAL

A. PROVIDE SCREENWALL, STRUCTURAL SUPPORTS AND

ACCESSORIES AS SPECIFIED AND/OR SHOWN ON THE

DRAWINGS. MATERIALS, SIZES, DEPTHS, ARRANGEMENTS AND

MATERIAL THICKNESS TO BE AS INDICATED OR AS REQUIRED

FOR OPTIMAL PERFORMANCE WITH RESPECT TO STRENGTH;

DURABILITY; AND UNIFORM APPEARANCE.

B. SCREENWALL TO BE MECHANICALLY ASSEMBLED USING

STAINLESS STEEL OR ALUMINUM FASTENERS.

C. INCLUDE SUPPORTS, ANCHORAGE, AND ACCESSORIES

REQUIRED FOR COMPLETE ASSEMBLY.

2.03 SCREENWALL/VISION BARRIER MODELS:

A. ALUMINUM SCREEN; BLADES TO BE FABRICATED FROM EXTRUDED

ALUMINUM SECTIONS IN 6063‑T5 ALLOY, MINIMUM .068" THICK AND

SPACED APPROXIMATELY 2” ON CENTER. BLADES TO BE NOMINAL 2”

DEEP, SUPPORTED AND LINED UP WITH HEAVY GAUGE EXTRUDED

ALUMINUM BLADE BRACES POSITIVELY INTERLOCKED TO EACH

BLADE AND MECHANICALLY SECURED TO EXTRUDED ALUMINUM

SUPPORTS. ALUMINUM CHANNEL SUPPORTS FIXED DIRECTLY TO

HORIZONTAL STEEL SUPPORTS WITH EXTRUDED ALUMINUM CLIP

ANGLES. ALL FASTENERS TO BE STAINLESS STEEL. MATERIAL

SHIPPED KNOCKED DOWN FOR FIELD ASSEMBLY BY THE INSTALLER.

2.04 FINISHES

A. GENERAL: COMPLY WITH NAAMM "METAL FINISHES MANUAL" FOR

FINISH DESIGNATIONS AND APPLICATION RECOMMENDATIONS,

EXCEPT AS OTHERWISE INDICATED. APPLY FINISHES IN FACTORY.

PROTECT FINISHES ON EXPOSED SURFACES PRIOR TO SHIPMENT.

REMOVE SCRATCHES AND BLEMISHES FROM EXPOSED SURFACES

THAT WILL BE VISIBLE AFTER COMPLETING FINISHING PROCESS.

PROVIDE COLOR AS INDICATED OR, IF NOT OTHERWISE INDICATED,

AS SELECTED BY VA.

B. 100% FLUOROPOLYMER RESIN POWDER COAT SYSTEM

COMPLYING WITH AAMA-2605-5 STANDARDS FOR GLOSS AND

COLOR RETENTION. FINISH THICKNESS TO BE 1.5 TO 3.0 MILS.

1. FINISH TO ALLOW ZERO VOCS TO BE EMITTED INTO

FACILITY OF APPLICATION OR AT JOB SITE.

2. FINISH TO ADHERE TO A 4H HARDNESS RATING.

3. FURNISH MANUFACTURER'S TWENTY (20) YEAR

WARRANTY FOR FINISH FOR GLOSS AND COLOR

RETENTION

PART 3 EXECUTION

3.01 EXAMINATION: EXAMINE OPENINGS TO RECEIVE THE WORK. DO NOT

PROCEED UNTIL ANY UNSATISFACTORY CONDITIONS HAVE BEEN

CORRECTED.

3.02 INSTALLATION

A. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND

RECOMMENDATIONS FOR INSTALLATION OF THE WORK.

B. VERIFY DIMENSIONS OF SUPPORTING STRUCTURE AT THE SITE BY

ACCURATE FIELD MEASUREMENTS SO THAT THE WORK WILL BE

ACCURATELY DESIGNED, FABRICATED AND FITTED TO THE

STRUCTURE.

C. ERECTION TOLERANCES:

1. MAXIMUM VARIATION FROM PLANE OR LOCATION SHOWN

ON THE APPROVED SHOP DRAWINGS: 1/8" PER 12 FEET OF

LENGTH, BUT NOT EXCEEDING 1/2" IN ANY TOTAL BUILDING

LENGTH OR PORTION THEREOF (NON-CUMULATIVE).

2. MAXIMUM OFFSET FROM TRUE ALIGNMENT BETWEEN

TWO MEMBERS ABUTTING END TO END, EDGE-TO-EDGE IN LINE

OR SEPARATED BY LESS THAN 3": 1/16" (SHOP OR FIELD

JOINTS). THIS LIMITING CONDITION SHALL PREVAIL UNDER

BOTH LOAD AND NO LOAD CONDITIONS.

D. CUT AND TRIM COMPONENT PARTS DURING ERECTION ONLY WITH THE

APPROVAL OF THE MANUFACTURER OR FABRICATOR, AND IN

ACCORDANCE WITH HIS RECOMMENDATIONS. RESTORE FINISH

COMPLETELY. REMOVE AND REPLACE MEMBERS WHERE CUTTING

AND TRIMMING HAS IMPAIRED THE STRENGTH OR APPEARANCE OF

THE ASSEMBLY.

E. DO NOT ERECT WARPED, BOWED, DEFORMED OR OTHERWISE

DAMAGED OR DEFACED MEMBERS. REMOVE AND REPLACE ANY

MEMBERS DAMAGED IN THE ERECTION PROCESS AS DIRECTED.

F. SET UNITS LEVEL, PLUMB AND TRUE TO LINE, WITH UNIFORM

JOINTS.

3.03 PROTECTION

A. PROTECT INSTALLED MATERIALS TO PREVENT DAMAGE BYOTHER

TRADES. USE MATERIALS THAT MAY BE EASILY REMOVED WITHOUT

LEAVING RESIDUE OR PERMANENT STAINS.

3.04 ADJUSTING AND CLEANING

A. IMMEDIATELY CLEAN EXPOSED SURFACES OF THE LOUVERS TO

REMOVE FINGERPRINTS AND DIRT ACCUMULATION DURING THE

INSTALLATION PROCESS. DO NOT LET SOILING REMAIN UNTIL THE

FINAL CLEANING.

B. BEFORE FINAL INSPECTION, CLEAN EXPOSED SURFACES WITH

WATER AND A MILD SOAP OR DETERGENT NOT HARMFUL TO

THE MATERIAL FINISHES. THOROUGHLY RINSE SURFACES AND

DRY.

C. RESTORE LOUVERS AND ACCESSORY COMPONENTS

DAMAGED DURING INSTALLATION AND CONSTRUCTION SO NO

EVIDENCE REMAINS OF CORRECTIVE WORK. IF RESULTS OF

RESTORATION ARE UNSUCCESSFUL, AS DETERMINED BY THE

VA, REMOVE DAMAGED MATERIALS AND REPLACE WITH NEW

MATERIALS.

1. TOUCH UP MINOR ABRASIONS IN FINISHES WITH A

COMPATIBLE AIR-DRIED COATING THAT MATCHES THE

COLOR AND GLOSS OF THE FACTORY APPLIED

COATING.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:2

A

M

PARTIAL BASEMENT FLOOR PLAN - B

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-100B

BID DOCUMENTS

VA255-16-C-0234

NOT TO SCALE

BASEMENT FLOOR KEY PLAN

0 2' 4' 8'

N

1/4" = 1'-0"

PARTIAL BASEMENT FLOOR - ENLARGED PLAN - B

UP 24R

F

J

M

E.5

A-301

CORRIDOR

C0K03

/4

1' - 10" 11' - 9 1/2"

A-501

A-301

A-301

/1 A-100

/1 A-100

MATCHLINE

UNEXCAVATED

CORRIDOR

C0K01

STAIR

K053

ELEV

P-18

STORAGE

K007

K

K

N

P

A-409

/2

MECHANICAL

K001

STORAGE

K006

FD

FD

A-501

/2

/4

/2

G

/2

/4

/2

/4

13' - 4"

11 5/8"

8' - 4 3/8"

1' - 0"

/2

/4

/2

/8

/8

4' - 0" 4' - 0"

1' - 4 1/4"

4' - 6" 2' - 9 3/8"

K

P-18A

A-501

8 9

2' - 0"

18' - 10 7/16" 18' - 2" 20' - 0" 11' - 0" 1' - 0 3/4"

13' - 7 1/16" 2' - 11 1/4" 26' - 7 5/8" 1' - 8" 10' - 0" 1' - 8" 7' - 8" 1' - 8" 9' - 4 3/4" 1' - 0 3/4"

/4

/2

/4

/2

/1

/4

16' - 8 15/16" 1' - 6" 16' - 8" 1' - 6" 19' - 2 1/4" 1' - 0" 10' - 1 1/2" 1' - 0"1

/2

/4

/2

/4

9" 9' - 10 1/4" 9' - 4"

69' - 0"

18' - 10 7/16" 18' - 2" 20' - 0" 11' - 0" 1' - 0 3/4"

/4

/1

2' - 11 1/4"10' - 0 13/16"

7' - 2 1/4"

33' - 1 1/2"

9' - 4" 10' - 5 1/2"

76' - 3 7/16"

N.5

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

CB

KEY NOTES

1. REFER TO STRUCTURAL DRAWING S-100 FOR ALL CAST IN

PLACE CONCRETE FOOTINGS, FOUNDATION WALLS,

STEEL REINFORCING AND RELATED DIMENSIONS AND

ELEVATIONS.

2. PROVIDE CAST IN PLACE CONCRETE SLAB AT BASEMENT

FLOOR LEVEL. REFER TO DETAIL 1/S-300.

3. UNEXCAVATED ARE BELOW FIRST FLOOR SLAB. REFER TO

ELECTRICAL DRAWING EC-100 FOR ROUTING OF

UNDERGROUND ELECTRICAL DUCT BANK AND ASSOCIATED

WORK.

4. PREFABRICATED METAL PAN STAIR UNIT. REFER TO

SECTION 5/A-302 AND DRAWING S-005 DETAIL 15/TYPICAL

STAIR FRAMING PLAN @ STEEL. REFER TO SPECIFICATION

SECTION 05 51 00 METAL STAIRS.

5. ELEVATOR HOISTWAY PIT SLAB ELEVATION 617.00’. REFER

TO DRAWING S-300; DETAILS 13, 15 AND 21 FOR

ADDITIONAL INFORMATION.

6. PROVIDE VERTICAL CONTROL JOINT BETWEEN CAST IN

PLACE CONCRETE FOUNDATION WALL AND CMU WALL.

PROVIDE SEALANT SYSTEM AT BOTH FACES OF WALL FOR

FULL HEIGHT.

7. REFER TO CIVIL DRAWING FOR UNDERGROUND PRECAST

CONCRETE TUNNEL AND ASSOCIATED WORK.

8. REFER TO PLUMBING DRAWING P-100U FOR EXTERIOR

UNDERGROUND DRAIN TILE SYSTEM AT BUILDING PERIMETER.

9. REFER TO PLUMBING DRAWING P-100U FOR FLOOR DRAIN AT

STAIR K053.

10. WALL MOUNTED STEEL PIT LADDER PROVIDED BY ELEVATOR

MANUFACTURER.

11. REFER TO TYPICAL WALL SECTIONS ON A-500 SERIES

DRAWINGS FOR EXTERIOR WATERPROOFING MEMBRANE

SYSTEM. REFER TO SPECIFICATIONS SECTION 07 13 52

MODIFIED BITUMINOUS SHEET WATERPROOFING.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:2

A

M

PARTIAL BASEMENT FLOOR PLAN - C

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-100C

BID DOCUMENTS

VA255-16-C-0234

N

1/4" = 1'-0"

PARTIAL BASEMENT FLOOR PLAN - C

0 2' 4' 8' NOT TO SCALE

BASEMENT FLOOR KEY PLAN

DN 24R

D D

E E

F F

J

M

B.9

D.4

E.5

A-201

4B

RES. RM.

K103

CORRIDOR

C1K01

RES. RM.

K101

TOILET

K101A

RES. RM.

K104

RES. RM.

K105

RES. RM.

K107

RES. RM.

K106

RES. RM.

K108

RES. RM.

K109

RES. RM.

K110

RES. RM.

K112

RES. RM.

K113

RES. RM.

K114

CONF.

RM.

K121

MED.

DIRECT

K115 NURSE

K116

SOCIAL

WORKER

K117

MDS

K119

MANAGER/

ASSISTANT

MANAGER

K120

IT/COMM.

K136

LAUNDRY

K135

BATH

SUITE

K134

MEN'S

TOILET

K137

WOMEN'S

TOILET

K138

HOUSE

KEEPING

K139

STORAGE

K140

CLEAN/

MEDS

K142

SOILED

UTILITY

K141

MED.

SUPPLY

RM.

K143

PANTRY

K144

KITCHEN

K145

STORAGE

K146

CONCIERGE

K100

COPY/SUPPLY

RM.

K131

STAFF

TOILET

K133

LOCKERS

K132

CORRIDOR

C1K04

CORRIDOR

C1K07

CORRIDOR

C1K03

LIVING

K148

DINING

K147

BISTRO

K149

VESTIBULE

K100B

ACTIVITY

RM.

K150

SALON

K130

CORRIDOR

C1K05

VESTIBULE

K100A

GALLERIA

C1K06

ELEC.

RM.

K125

ALCOVE

K124

CORRIDOR

C1K02

RES. RM.

K102

A-300

A-300

A-301

A-500

A-411

1' - 0 3/4" 15' - 1" 5' - 8 3/4" 16' - 3" 28' - 7" 39' - 3 1/4"

/4

/4

/4

/4

/4

/4

A

B.1

A-201

4A

A-500

A-500

H.2

/1 A-101A

/1 A-101B /1 A-101C

CHAPEL

K151

CORRIDOR

C1K11

ELEV

P-18

STAIR

K153

CORRIDOR

C1K09

MATCHLINE

34' - 0"

A-501

A-301

A-301

A-401

1.7

1.7

C C

1.5

K

6.2

TOILET

K107A

TOILET

K106A

TOILET

K105A

TOILET

K104A

TOILET

K103A

TOILET

K102A

TOILET

K108A

TOILET

K109A

TOILET

K110A

TOILET

K114A

N

N

B B

P

A-410

A-411

ALCOVE

C1K01A

105' - 11 3/4" 9' - 11 5/8"

9' - 2 1/2" 6' - 0"

1' - 11 5/8"

6' - 0" 15' - 11 1/8" 6' - 0"

1' - 11 5/8"

6' - 0" 15' - 6 1/2" 6' - 0"

1' - 11 5/8"

6' - 0" 15' - 5 1/4" 6' - 0"

1' - 11 5/8" 1' - 0" 2' - 2"

6' - 9 5/8"

B

G

ABA

A

A

B

A

/8

/8

/8

A-201

A-200

1' - 0 3/4"

20' - 9 3/4" 12' - 1 1/2"

11 3/4" 3' - 1 3/4"

A-202

9 3/4"

31' - 11 3/4"

14' - 4 1/4" 1' - 0 3/4"

A-200

2A

A-200

2B

12.44°

F

EDED

B

E

B

E

A

D

D

D

E

A

B

D

E

A

B

D

E

D

G

H

J

K

L

/2

/4

/8

/8

/8

/8

/4

/8

/8

10 11 12 13

G

8 9

H

G.5

9' - 8 1/2" 2' - 8"

9' - 0 1/8"

/2

/4

/2

/4

/2

/4

/4

/4

/4

18' - 2" 20' - 0" 11' - 0" 1' - 0 3/4"

13' - 4" 9' - 4" 8' - 5 7/8" 1' - 11 5/8"11' - 7 15/16"

10' - 3 13/16" 1' - 4 1/8"26' - 9 3/8" 6' - 5 1/4" 9 3/8"

18' - 2" 20' - 0" 11' - 0" 1' - 0 3/4"

1' - 10 3/4" 32' - 1 1/2" 34' - 11 3/4"

A-407

A-431 A

69' - 0"

/8

/8

/1

/2

/2

/1

/8

/4

1' - 6 1/2"

1' - 4 7/8"

1' - 3"

48' - 2 9/16"

1' - 3"

BID ITEM 5:

DEDUCT NO. 4

BID ITEM 8:

DEDUCT NO. 7

TOILET

K112A

TOILET

K111ARES. RM.

K111

BREAK

RM.

K122

SWAMP

K123

TOILET

K113A

A-602

TYP.

N.5

A-500

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

KEY NOTES

1. REFER TO DRAWING A-500 FOR TYPICAL EXTERIOR

WALL SECTIONS AND RELATED DETAILS AND NOTES.

2. REFER TO DRAWING A-610, A-611, AND A-612 FOR

TYPICAL WINDOW/CURTAIN WALL UNITS AND

RELATED DETAILS AND NOTES.

3. REFER TO DRAWING A-601 FOR DOOR ELEVATIONS AND

DOOR AND FRAME SCHEDULE.

4. REFER TO DRAWING A-302 FOR METAL PAN STAIR

DIMENSIONS AND RELATED NOTES.

5. REFER TO SPECIFICATION SECTION 14 24 00 FOR

HYDRAULIC ELEVATOR REQUIREMENTS.

6. REFER TO DRAWING A-510 FOR INTERIOR PARTITION

LAYOUT DIMENSIONS AN RELATED WORK.

7. REFER TO DRAWING I-100 FOR INTERIOR FINISH PLAN

NOTES.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

U :\5

-3

C ol um bi a

V A

M C

( C E

N T

R A

L)

_B

_c ro lli ns

.rv t

6/

/2

9:

:3

A

M

FIRST FLOOR PLAN

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-101

BID DOCUMENTS

VA255-16-C-0234

N

1/8" = 1'-0"

FIRST FLOOR PLAN

15'-1" 5'-8 3/4" 28'-7" 38'-2 1/2"

/1

/8

/1

/4

/1

/8

/1

/4

/4

/4

/4

/4

20'-9 3/4" 13'-1 1/4" 28'-7" 9'-0"

/4

/4

16'-3"

3'-1 3/4"

26'-10" 6'-4" 54'-11 1/2"

38'-1 1/2" 28'-7" 32'-4 3/16"

99'-0 5/8"

1'-0 3/4"

105'-11 3/4"

1'-0 3/4"

19'-7 7/8"

'-8

/8

'-6

/3

'-8

'-4

/2

'-9

/2

'-3

/3

'-0

/8

'- 5

/4

RES. RM.

K103

CORRIDOR

C1K01

RES. RM.

K101

TOILET

K101A

RES. RM.

K104

RES. RM.

K105

RES. RM.

K107

RES. RM.

K106

RES. RM.

K108

RES. RM.

K109

RES. RM.

K110

RES. RM.

K111

RES. RM.

K112

RES. RM.

K113

IT/COMM.

K136

MEN'S

TOILET

K137

WOMEN'S

TOILET

K138

HOUSE

KEEPING

K139

STORAGE

K140

CLEAN/

MEDS

K142

SOILED

UTILITY

K141

MED.

SUPPLY

RM.

K143

PANTRY

K144

KITCHEN

K145

STORAGE

K146

CONCIERGE

K100

COPY/SUPPLY

RM.

K131

STAFF

TOILET

K133

LOCKERS

K132

CORRIDOR

C1K04

CORRIDOR

C1K03

LIVING

K148

DINING

K147

BISTRO

K149

VESTIBULE

K100B

ACTIVITY

RM.

K150

OFFICE

K130

CORRIDOR

C1K05

VESTIBULE

K100A

GALLERIA

C1K06

ELEC.

RM.

K125

CORRIDOR

C1K02

RES. RM.

K102

TOILET

K107A

TOILET

K106A

TOILET

K105A

TOILET

K104A

TOILET

K103A

TOILET

K102A

TOILET

K108A

TOILET

K109A

TOILET

K110A

TOILET

K111A

TOILET

K112A

TOILET

K113A

LAUNDRY

K135

BATH

SUITE

K134

ALCOVE

K124

A-200

A-300

A-301

A-500

A-411

A-500

A-500

A-410

A-202

D D

E E

F F

J

B.9

D.4

E.5

G.5

A

B.1

1.7

1.7

C C

1.5

K

6.251

B B

B

G

ABA

A

A

B

F

EDED

B

E

B

E

A

D

D

D

E

A

B

D

E

A

B

D

E

A-202

ARCHITECTURAL GENERAL NOTES

A. ALL DIMENSIONS ARE TO THE FACE OF THE WALLS,

UNLESS NOTED OTHERWISE.

B. REFER TO DRAWING A-501 FOR PARTITION TYPES.

C. DO NOT SCALE DRAWINGS, USE THE GIVEN DIMENSION.

COORIDINATE ALL SHOP DRAWING REQUIREMENTS.

D. REFERENCE MECHANICAL, ELECTRICAL, & PLUMBING

STRUCTURAL DRAWINGS IN ADDITION TO THE

ARCHITECTURAL DRAWINGS IN DEFINING THE SCOPE OF

WORK. SUBCONTRACTORS FOR EACH TRADE ARE ADVISED

THAT INFORMATION PERTINENT TO THEIR WORK MAY OCCUR

IN OTHER PORTIONS OF THE CONTRACT DOCUMENTS

E. INSTALL ALL DOORS WITH MINIMUM OF 18 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PULL SIDE OF THE DOOR.

F. INSTALL ALL DOORS WITH MINIMUM OF 12 INCHES CLEAR

FROM INSIDE FACE OF JAMB TO FINISH FACE OF WALL ON

THE PUSH SIDE OF DOOR.

G. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR

TO ADEQUATELY PROTECT CONSTRUCTION AND

FINISHES TO REMAIN IN PLACE DURING CONSTRUCTION

PHASE OF THE WORK. ANY DAMAGE TO SUCH AREAS

SHALL BE RESTORED TO A "LIKE-NEW" CONDITION AS

NOTED PRIOR TO THE VA'S ACCEPTANCE OF THE WORK.

H. EACH CONTRACTOR SHALL KEEP ACCURATE RECORDS

OF ALL THE CONCEALED WORK THAT DIFFERS FROM

THE CONTRACT DRAWINGS SO THAT ACCURATE RECORD

DRAWINGS / AS-BUILTS CAN BE KEPT BY THE GENERAL

CONTRACTOR AND PROVIDED TO THE VA/COR FOR

DISTRIBUTION TO THE ARCHITECT AT THE

COMPLETION OF THE PROJECT.

I. FOR BID ITEMS: DEDUCT NARRATIVE REFER TO

SPECIFICATION SECTION 01 00 00 GENERAL REQUIREMENTS

AND DRAWING G-003

KEY NOTES

1. REFER TO DRAWING A-500 FOR TYPICAL EXTERIOR

WALL SECTIONS AND RELATED DETAILS AND NOTES.

2. REFER TO DRAWING A-610, A-611, AND A-612 FOR

TYPICAL WINDOW/CURTAIN WALL UNITS AND RELATED

DETAILS AND NOTES.

3. REFER TO DRAWING A-601 FOR DOOR ELEVATIONS AND

DOOR AND FRAME SCHEDULE.

4. REFER TO DRAWING A-510 FOR INTERIOR PARTITION

LAYOUT DIMENSIONS AN RELATED WORK.

5. REFER TO DRAWING I-100 FOR INTERIOR FINISH PLAN

NOTES.

Drawing Title

Approved: Project Di rector

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t 1

B

A

C

D

E

F 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

BANCROFT ARCHITECTS + ENGINEERS Bancroft AE No.

700 Nicholas Blvd. Suite 300 Elk Grove Village, IL 60007

T:847.952.9362 www.bancroft-ae.com Department of Veterans Affairs

VA CONTRACT NO.

Revisions: Date

KEY PLAN:

N

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V A

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FIRST FLOOR PLAN - BID ITEMS 5 & 8

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-101

BI-5/8

BID DOCUMENTS

VA255-16-C-0234

N

1/8" = 1'-0"

FIRST FLOOR PLAN - BID ITEMS 5 & 8

D D

E E

F F

J

M

B.9

D.4

E.5

A-201

4B

A-300

A-300

A-301

A-500

A-411

A

B.1

A-201

4A

A-500

H.2

A-501

A-301

A-301

1.7

1.7

C C

1.5

K

6.2

N

N

B B

P

A-410

A-411

10 11 12 13

G

8 9

H

G.5

A-407

BATH

SUITE

K134

LAUNDRY

K135

IT/COMM.

K136

LOCKERS

K132

STAFF

TOILET

K133

CORRIDOR

C1K04

COPY/SUPPLY

RM.

K131

SALON

K130

CORRIDOR

C1K05

VESTIBULE

K100B

GALLERIA

C1K06

CHAPEL

K151

CORRIDOR

C1K09

CORRIDOR

C1K11

ELEV

P-18

STAIR

K153

BISTRO

K149

ACTIVITY

RM.

K150

DINING

K147

KITCHEN

K145

STORAGE

K146

PANTR…