Revised Elevator Drawings Amendment 0002.pdf

PDF 4 MB Posted Jun 10, 2020

Attached to: Z2DA-- Relocate Community Living Center Project 589-335
Solicitation number: 36C255
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes structural foundation plans, elevations, and details for the Relocate Community Living Center Project 589-335 in response to Solicitation Number 36C255 from the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 15. The package provides architectural drawings showing the proposed building design, including foundation plans, sections, and elevations. It depicts the proposed building layout, structural elements, elevators, stairs, and other constructed features. Specifications for materials, reinforcement, and construction methods are noted. The solicitation seeks design and construction services to relocate the Community Living Center facility.

View the file

Other files

File	Type	Posted
36C25520R0021 0002.docx	DOCX document	Jun 10, 2020
ATTENDANCE ROSTER Amendment 0002.xlsx	XLSX spreadsheet	Jun 10, 2020

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

2 4

E.5

G.5

9' - 0" 2' - 8"

9' - 8 1/2"

F12 C7

F11 C7 F7

F9F8

TOF= -14' - 8"

2' - 0"

1.7

S-301

F8 C4

48' - 2 3/4"

S-500

VB-4

1' - 0 3/4" 20' - 9 3/4" 13' - 1 1/4" 3' - 1 3/4" 28' - 7" 13' - 6 15/16"

1' - 1"

1' - 0 3/4" 37' - 0 3/4" 28' - 7" 34' - 2 3/4" 1' - 9"

1' - 1"

77.562°

9' - 9 1/2"

FTG.

STEP

TOF= -15' - 6"

TOF= -11' - 8"

TOF= -9' - 0"

S-300

10' - 0 5/16"

1' - 10 1/4"

11' - 9 9/16"

2' - 11 1/4"

26' - 7 5/8" 13' - 4" 9' - 4"

H.2

S-300

1' - 0 1/4" 20' - 0" 1' - 7 3/4"

18' - 8 13/16" 18' - 2" 20' - 0"

11' - 6 1/4"

9' - 9 1/2" 1' - 0 1/4"

9 1/2"

1' - 10 1/2"

S-5005

V B

-5

TOF= -19' - 0"

TOF= -14' - 8"

F4F4 F4

F4 F4

F4 F4 F4

F4F4

TSL= -20' - 0"

TOF= -14' - 8"

F7F7F6

FTG.

STEP

S-300

P4 P1P8

P1 P1 P4

P6P2

P1P1

P2 P1 P1

S-300

TOF= -15' - 8 1/128"

FTG HAUNCH

SEE 4/S300

TOF= -19' - 0"

TOF= -15' - 6"

F T

S T

E P

34' - 0" 4' - 1 1/2"

77.5 62°

TOC= -14' - 5"

TOC= -13' - 0"

11 3/4"

11"

1' - 6" 7' - 9" 8 1/4"

9"9"

9" 8' - 5 5/16" 9" 8 7/8"

9"8

TOF= -14' - 8"

TYP UNO

T U

N N

E L O

P E

G x

F T

S T

E P

F T

S T

E P

TOF= -14' - 8"

S-301

8" 16' - 3"

2' - 0"

8" 2' - 0"

8" 16' - 3"

2' - 0"

2' - 0" 28' - 5 11/16"

21' - 10 3/16"

1' - 0"

3/4"

1' - 8" 17' - 6 3/4"

1' - 7" 9"

11' - 7 1/4"

9" 9"

7' - 9" 6' - 4" 16' - 1 3/4"

9" 9"

20' - 4 3/16"

1' - 8"

31' - 8 5/8"

9" 9"

12' - 4 5/8"

1' - 10"

9" 9"

S-004

S-301

1' - 8"

S-302

1' - 8"

S-300

P4 P1 P1TOF= -14' - 8"

FTG.

STEP

S-302

1' - 4"

S-302

S-301

S-301 TOC= -8' - 6"

TOC= -11' - 0"

TOC= -8' - 6"

TOC= -11' - 0"

3/8"

8' - 4"

1' - 0" 8"

1' - 0"

TOF= -16' - 6"

TOF= -17' - 6 1/128"

9 1/4"

1' - 0"

7 3/4"

S-300

S-301

S-300

S-300 TUNNEL - SEE CIVIL

& ARCH DWGS

TOF= -14' - 8"

S-301

SIM

N.2

F5 P1

S-004

1. SEE SHEET S-001 FOR GENERAL STRUCTURAL NOTES, INCLUDING MATERIAL

STRENGTHS.

2. SEE SHEET S-004 FOR CMU WALL REINFORCING SCHEDULES.

3. SEE SHEET S-003 FOR TYPICAL SLAB ON GRADE DETAILS.

4. SEE SHEET S-003 FOR TYPICAL FOUNDATION DETAILS.

5. REFER TO THE ARCHITECTURAL DRAWINGS AND/OR COORDINATE WITH

THE ARCHITECT REGARDING MISSING DIMENSIONS.

6. FINISHED FLOOR ELEVATION = -14’-0” UNLESS NOTED OTHERWISE. WHICH

CORRESPONDS TO AN ACTUAL ELEVATION OF 722'-0"

7. PROVIDE 6” NORMAL WEIGHT CONCRETE SLAB ON GRADE REINFORCED

WITH 6x6/W2.9 x W2.9 WWR PLACED IN UPPER THIRD OF SLAB.

8. PLACE SLAB ON 15 MIL. VAPOR BARRIER, OVER 4” MINIMUM CRUSHED &

COMPACTED ROCK. COMPACT TO 95% STANDARD PROCTOR.

9. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF RAMPS, DEPRESSED

SLABS, STEPPED SLABS, STOOPS AND NON-BEARING PARTITION WALLS.

10. PLACE ALL EXTERIOR STOOP SLABS OVER COMPACTED CLEAN GRANULAR

FILL MATERIAL PER TYPICAL DETAILS. DEPTH TO MATCH LOCAL FROST

REQUIREMENTS.

11. TOP OF EXTERIOR FOOTING ELEVATION -14’-8” UNLESS NOTED OTHERWISE

ON PLAN.

12. TOP OF INTERIOR FOOTING ELEVATION -14’-8” UNLESS NOTED OTHERWISE

ON PLAN.

13. COORDINATE TOP OF FOOTING ELEVATIONS WITH CROSSING

MECHANICAL PLUMBING LINE INVERTS AND ELECTRICAL LINE LOCATIONS.

STEP FOOTINGS DOWN ON EITHER SIDE OF LINE AND SLEEVE THROUGH

FOUNDATION WALLS.

14. ASSUMED TOP OF BEDROCK ELEVATION VARIES FROM EL 720'-0" ON THE EAST

END OF THE SITE TO 710'-0" ON THE WEST SIDE.

15. SEE ARCHITECTURAL & CIVIL DRAWINGS FOR FOUNDATION AND

UNDERSLAB DRAINAGE SYSTEM.

NOTE:

USE BASE PLATE TYPE LISTED IN THE COLUMN SCHEDULE UNLESS DIRECTED

OTHERWISE BY DETAIL REFERENCE OR SECTION CUT. (ESPECIALLY @ BRACE FRAMES)

SEE SHEET S-003 FOR BASE PLATE DETAILS

Engineering, Inc.

18207 Edison Avenue

Chesterfield, Missouri 63005

Phone: 636.530.7770 Fax: 636.530.7877

Missouri Certificate of Authority #NC 001244

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: 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

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

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:

18207 Edison Avenue Chesterfield, MO 63005 T (636) 530-7770 F (636) 530-7877 MO. Certificate of Authority #NC 001244

C U se r s

\d m e le n d e z\

D o cu m e n ts

\V A

C -C

L C

T R

U C

.2 .1 d m e le n d e zV

U P

A .r vt /2

STRUCTURAL FOUNDATION BASEMENT

PLAN

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

02/28/18 MVV JMH

589-335

S-100

BID DOCUMENTS

VA255-16-C-0234

NORTH

SCALE: 1/8" = 1'-0"

STRUCTURAL FOUNDATION BASEMENT PLAN

STRUCTURAL COLUMN SCHEDULE

MARK SIZE BASE PL TYPE

C1 HSS6x6x5/16 BP-1

C2 HSS6x6x3/8 BP-1

C3 HSS6x6x1/2 BP-7

C4 HSS7x7x3/8 BP-3

C5 HSS7x7x1/2 BP-3

C6 HSS7x7x5/8 BP-3

C7 HSS8x8x5/8 BP-2

C8 HSS5X0.250 BP-4

C9 HSS4x4x5/16 BP-6

C11 HSS6x6x5/8 BP-1

C12 HSS8x8x3/8 BP-9

C13 HSS6x6x1/4 BP-1

STRUCTURAL FOOTING SCHEDULE

MARK SIZE REINFORCING

F4 4'-0"x4'-0"x1'-6" (6) #4 EA WAY BOT

F5 5'-0"x5'-0"x1'-6" (7) #5 EA WAY BOT

F6 6'-0"x6'-0"x1'-6" (9) #5 EA WAY BOT

F6A 6'-0"x6'-0"x1'-4" (6) #6 EA WAY TOP & BOT

F7 7'-0"x7'-0"x2'-0" (7) #6 EA WAY TOP & BOT

F8 8'-0"x8'-0"x2'-0" (10) #6 EA WAY TOP & BOT

F9 9'-0"x9'-0"x2'-0" (9) #7 EA WAY TOP & BOT

F10 10'-0"x10'-0"x2'-0" (9) #8 EA WAY TOP & BOT

F11 11'-0"x11'-0"x2'-3" (10) #8 EA WAY TOP & BOT

F12 12'-6"x12'-6"x2'-0" (10) #9 EA WAY TOP & BOT

F35-6 34'-9"x6'-0"x2'-0" (5) #9 TOP & BOT LONG, #5@9" OC TOP & BOT SHORT

F35-7 35'-3 1/4"x7'-0"x2'-0" (7) #9 TOP & BOT LONG, #6@12"OC TOP & BOT SHORT

F35-10 34'-9"x10'-0"x2'-0" (9) #9 TOP & BOT LONG, #6@10" OC TOP & BOT SHORT

FOUNDATION BASEMENT PLAN NOTES

STRUCTURAL PIER/PILASTER SCHEDULE

MARK SIZE REINFORCING

P1 18 x 18 PILASTER (4) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P2 20 x 18 PILASTER (4) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P3 21 x 18 PILASTER (8) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P4 28 x 18 PILASTER (10) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P5 22 x 22 PILASTER (8) #8 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P6 20 x 21 PILASTER (4) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P8 24 x 18 PILASTER (4) #9 VERT & #3 TIES @ 12" OC + (3) #3 TIES IN TOP 5"

P9 24 x 24 PILASTER (8) #7 VERT & #3 TIES @ 10" OC + (3) #3 TIES IN TOP 5"

60% CD SUBMISSION 06/21/17

90% CD SUBMISSION 09/26/17

90% CD RE-SUBMISSION 12/01/17

100% CD SUBMISSION 01/10/18

BID DOCUMENTS 02/28/18

ADDENDUM 1 02/25/20

PLAN

PER

BASEMENT

2" MIN

8 1/4"

2' - 0"

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

(3)-#5 CONT.

C L A

S S

L A

#4 @ 12" O.C.

#6 @ 12" O.C.

#4 @ 16" O.C.

#4 @ 8" O.C.

DOWELS TO

MATCH VERT.

(1)-#4 x CONT.

CONT WATERSTOP

6" LT GA STUD @ 16" OC PER SPECS

(MIN THICKNESS @ NORTH & WEST

EXTERIOR WALLS TO BE 68 MIL)

SEE GENERAL NOTES FOR WIND

PRESSURE ON THESE WALLS

PLAN

PER

8 1/4"

(3)-#5 CONT.

2' - 0"

C L A

S S

L A

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

(1)-#4 x CONT.

#4 @ 12" O.C.

#6 @ 12" O.C.

#4 @ 16" O.C.

#4 @ 8" O.C.

CONT WATERSTOP

6" LT GA STUD @ 16" OC PER SPECS

(MIN THICKNESS @ NORTH & WEST

EXTERIOR WALLS TO BE 68 MIL)

SEE GENERAL NOTES FOR WIND

PRESSURE ON THESE WALLS

9" 3"

BASEMENT

6" 6"

SEE TYPICAL EMBED PL

DETAILS ON SHT S-400

#6 @ 12" O.C.

#4 @ 12" O.C.

#4 @ 8" O.C.

#4 @ 16" O.C.

(3)-#5 CONT.

C L A

S S

L A

DOWELS TO

MATCH VERT.

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

(1)-#4 x CONT.

CONT WATERSTOP

BRACE WALL UNTIL 7 DAYS

AFTER SLAB ON GRADE IS

POURED

2' - 0"

3/4"

BASEMENT

6" 6"

#6 @ 12" O.C.

#4 @ 12" O.C.

#4 @ 8" O.C.

#4 @ 16" O.C.

(3)-#5 CONT.

C L A

S S

L A

DOWELS TO

MATCH VERT.

(1)-#4 x CONT.(1)-#4 x CONT.

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

2' - 0"

CONT WATERSTOP

BRACE WALL UNTIL 7

DAYS AFTER SLAB ON

GRADE IS POURED

FIRST FLOOR

-14' - 0"

BASEMENT

S-300

8" 1' - 0" 8' - 4" 1' - 8" 8"

1' - 7 3/4"9' - 4 1/4"

1' - 8"

8' - 4"

3/8"

FTG HAUNCH BEYOND

SEE 4/S300

#5 @ 12" OC EA WAY

TOP & BOT

#4 @ 12" OC EA WAY

EA FACE - DWLS TO

MATCH

#4 CONT - TYP

.#5 @ 12"

#5 @ 8"

#8 @ 12"

#4 DWL @

12" OC - TYP

2'-0" 4'-0"

CONT WATERSTOP

FTG BEYOND

PER PLAN

L6x4x5/16 - CONT (LLV) w/ 3/4" Ø ANCH @ 24" OC

INTO FULLY GROUTED CELL

TYP UNO

CONT 12" CMU BOND BM

REINF w/ (2) #5 CONT

GROUT SOLID CONT

TYP @ FLOOR LEVEL

12" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

12" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

CONT WATERSTOP

FIRST FLOOR

-14' - 0"

BASEMENT

8" 6 1/2"

6 1/2" 1' - 8" 11' - 0"

SEE TYPICAL EMBED PL

DETAILS ON SHT S-400

(3)-#5 CONT.

#4 @ 12" O.C.

#6 @ 12" O.C.

#4 @ 16" O.C.

#4 @ 8" O.C.

#4 @ 12" OC EA WAY

DWLS TO MATCH

#4 CONT - TYP

#4 DWL @ 12" OC - TYP

#4 CONT - TYP

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

REINF PIT SLAB PER

SECT 13/S-300

.#4 @ 12"

BRACE WALL UNTIL

14 DAYS AFTER ALL

WALLS ARE POURED

#5 @ 8"

#8 @ 12"

C L A

S S

L A

DOWELS TO

MATCH VERT.

CONT

WATERSTOP

2' - 0"

BRACE WALL

UNTIL 7 DAYS

AFTER SLAB

ON GRADE IS

POURED

SEE PLAN

6" LT GA STUD @

16" OC PER SPEC

12" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

8" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

CONT

WATERSTOP

CONT

WATERSTOP

PLAN

PER

BASEMENT

2' - 0"

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

(3)-#5 CONT.

C L A

S S

L A

#4 @ 12" O.C.

#6 @ 12" O.C.

#4 @ 16" O.C.

#4 @ 8" O.C.

DOWELS TO

MATCH VERT.

(1)-#4 x CONT.

SEE TYPICAL EMBED PL

DETAILS ON SHT S-400

6" 1' - 0" 6"

CONT WATERSTOP

BRACE WALL UNTIL 7

DAYS AFTER SLAB ON

GRADE IS POURED

6" LT GA STUD @

16" OC PER SPEC

PLAN

PER

BASEMENT

2' - 0"

#4 DOWELS @ 12" O.C.

4'-0"

2'-0"

(3)-#5 CONT.

C L A

S S

L A

#4 @ 12" O.C.

#6 @ 12" O.C.

#4 @ 16" O.C.

#4 @ 8" O.C.

DOWELS TO

MATCH VERT.

(1)-#4 x CONT.

SEE TYPICAL EMBED PL

DETAILS ON SHT S-400

6" 1' - 0" 6"

CONT WATERSTOP

BRACE WALL UNTIL 7 DAYS

AFTER SLAB ON GRADE IS

POURED

FIRST FLOOR

-14' - 0"

BASEMENT

S-300

11 3/8"1/4"8' - 4 3/8"11 5/8"

3/8"

#5 @ 12" OC EA WAY

TOP & BOT

#4 CONT - TYP

T Y

C L A

S S

L A

#4 DWL @ 12" OC - TYP

#4 CONT - TYP

BRACE WALL UNTIL 7

DAYS AFTER SLAB ON

GRADE IS POURED

#5 @ 8"

#8 @ 12"

DOWELS TO

MATCH WALL

REINF. CONT WATERSTOP

.#5 @ 12"

L6x4x5/16 - CONT (LLV) w/ 3/4" Ø ANCH @ 24" OC

INTO FULLY GROUTED CELL

TYP UNO

CONT 12" CMU BOND BM

REINF w/ (2) #5 CONT

GROUT SOLID CONT

TYP @ FLOOR LEVEL

12" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

#4 @ 12" OC EA WAY

EA FACE - DWLS TO

MATCH

8" 1' - 0" 8' - 4" 1' - 0" 1' - 4"

12" CMU WALL

REINF w/ #5 @ 24" OC

DWLS TO MATCH

GROUT SOLID @ ALL

REINF - TYP

CHAMFER SLAB EDGE

CONT WATERSTOP

#4 DWL @

12" OC - TYP

2'-0" 4'-0"

SEE SHEETSEE DETAIL

14 S-004

#9 VERT

#4 TIE @ 12"

WALL REINF PER

SECTION

SEE PLAN

WALL 1' - 0"

FTG HAUNCH

SEE PLAN

Engineering, Inc.

18207 Edison Avenue

Chesterfield, Missouri 63005

Phone: 636.530.7770 Fax: 636.530.7877

Missouri Certificate of Authority #NC 001244

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

CONSULTANTS: 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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

18207 Edison Avenue Chesterfield, MO 63005 T (636) 530-7770 F (636) 530-7877 MO. Certificate of Authority #NC 001244

C U se r s

\d m e le n d e z\

D o cu m e n ts

\V A

C -C

L C

T R

U C

.2 .1 d m e le n d e zV

U P

A .r vt /2

STRUCTURAL FOUNDATION SECTIONS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

02/28/18 MVV JMH

589-335

S-300

BID DOCUMENTS

VA255-16-C-0234

SCALE: 1/2" = 1'-0"1

FOUNDATION SECTION

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

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"5

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"7

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"13

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"15

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"23

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"19

FOUNDATION SECTION

SCALE: 1/2" = 1'-0"21

FOUNDATION SECTION

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

TYPICAL FOOTING HAUNCH DETAIL

60% CD SUBMISSION 06/21/17

90% CD SUBMISSION 09/26/17

90% CD RE-SUBMISSION 12/01/17

100% CD SUBMISSION 01/10/18

BID DOCUMENTS 02/28/18

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

A-300

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

A-301

1.7 1.5 13A-610

3 4

62 88

A-301

9 2

4 5

A-432

10111213

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

A-300

BOTTOM OF FOOTING 1

-5' - 0"

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

A-301

T/ ELEVATOR PIT

-20' - 0"

1.71.5

B/ OF ELEV. OVER-RUN

13' - 0"

1 3

A-612

A-610

4 4

8 88 9

2 4

7 4

6 2

3 110

4 66

H K L

10 11 12 13

T/ CONCRETE DECK

14' - 6 1/2"

ELEVATION GENERAL NOTES

1. FOOTINGS ARE SHOWN FOR REFERENCE ONLY - REFER

TO STRUCTURAL DRAWINGS FOR EXACT DIMENSIONS

AND LOCATIONS.

ELEVATION KEY NOTES

1. FOUNDATIONS - REFER TO STRUCTURAL

2. CAST STONE

3. FACE BRICK

4. GLAZING - REFER TO A-610 FOR GLAZING SCHEDULE AND

CURTAIN WALL ELEVATIONS AND STOREFRONT TYPES.

5. CONCRETE FOUNDATION WALL - STAINED TO MATCH

CAST STONE FINISH.

6. PREFINISHED COLOR-COATED ALUMINUM COPING

7. BOLLARD - REFER TO DETAIL ( )

8. SECURITY CAMERA - REFER TO ELECTRICAL

9. EXTERIOR WALL MOUNTED LIGHT FIXTURE - REFER

TO ELECTRICAL

10. HOSE BIB LOCATION - REFER TO PLUMBING DRAWINGS.

11. VACUUM EXHAUST - REFER TO SHEETS MG-101 & MG-102

12. EXTERIOR BUILDING SIGNAGE - REFER TO DETAIL ( )

13. CONTROL JOINT

/1 AS-100

/1 I-312

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

A-301

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

T/ ELEVATOR PIT

-20' - 0"

6.2

B/ OF ELEV. OVER-RUN

13' - 0"

A-611

T/ OF CONC. RETAINING

WALL

-8' - 6"

4 4

8 88 9

7 4

6 2

3 110

4 668

H K L

8 9

T/ CONCRETE DECK

14' - 6 1/2"

Drawing Title

Approved: Project Director

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

C :\U se r s

\d m el en de z\

D o c um en ts \5

-3

3 5 C ol um bi a

V A

M C

E N

T R

A L)

0_ dm el en de zV

U P

A 5.

rv t

/2 0 2

:0 3:

EXTERIOR ELEVATIONS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-200

BID DOCUMENTS

VA255-16-C-0234

1/8" = 1'-0"

NORTH ELEVATION

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

SOUTH ELEVATION - A

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

SOUTH ELEVATION - B

4'0 8' 16'

BID DOCUMENTS 05/11/18

BASEMENT FLOOR

-14' - 0"

D E F J

BOTTOM OF FOOTING 2

-15' - 8"

A-300

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

A-500

A-430

K NB

A-611

T/ OF CONC. RETAINING

WALL

-8' - 6"

T/ OF INTERMEDIATE

LANDING

-7' - 0"

8 9 6 3 2 4 486

G H

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

BOTTOM OF FOOTING 1

-5' - 0"

A-500

A-411

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

A-410A-610

A-611

A-411A-611

6 3 2

4 44 3 2 9

T/ CONCRETE DECK

14' - 6 1/2"

ELEVATION GENERAL NOTES

1. FOOTINGS ARE SHOWN FOR REFERENCE ONLY - REFER

TO STRUCTURAL DRAWINGS FOR EXACT DIMENSIONS

AND LOCATIONS.

ELEVATION KEY NOTES

1. FOUNDATIONS - REFER TO STRUCTURAL

2. CAST STONE

3. FACE BRICK

4. GLAZING - REFER TO A-610 FOR GLAZING SCHEDULE AND

CURTAIN WALL ELEVATIONS AND STOREFRONT TYPES.

5. CONCRETE FOUNDATION WALL - STAINED TO MATCH

CAST STONE FINISH.

6. PREFINISHED COLOR-COATED ALUMINUM COPING

7. BOLLARD - REFER TO DETAIL ( )

8. SECURITY CAMERA - REFER TO ELECTRICAL

9. EXTERIOR WALL MOUNTED LIGHT FIXTURE - REFER

TO ELECTRICAL

10. HOSE BIB LOCATION - REFER TO PLUMBING DRAWINGS.

11. VACUUM EXHAUST - REFER TO SHEETS MG-101 & MG-102

12. EXTERIOR BUILDING SIGNAGE - REFER TO DETAIL ( )

13. CONTROL JOINT

/1 AS-100

/1 I-312

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

DEFJM B.9D.4E.5

BOTTOM OF FOOTING 2

-15' - 8"

A-300

BOTTOM OF FOOTING 1

-5' - 0"

TOP OF METAL DECK 2

19' - 6"

AB.1

TOP OF COPING

16' - 2 3/4"

H.2

T/ ELEVATOR PIT

-20' - 0"

B/ OF ELEV. OVER-RUN

13' - 0"

N B

6 3 2

4 6 44 3 2 9

H G.5

T/ CONCRETE DECK

14' - 6 1/2"

Drawing Title

Approved: Project Director

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

C :\U se r s

\d m el en de z\

D o c um en ts \5

-3

3 5 C ol um bi a

V A

M C

E N

T R

A L)

0_ dm el en de zV

U P

A 5.

rv t

/2 0 2

:0 3:

EXTERIOR ELEVATIONS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-201

BID DOCUMENTS

VA255-16-C-0234

1/8" = 1'-0"

WEST ELEVATION

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

EAST ELEVATION - B

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

EAST ELEVATION - A

4'0 8' 16'

BID DOCUMENTS 05/11/18

BASEMENT FLOOR

-14' - 0"

B/ OF FOOTING 2

-15' - 8"

FIRST FLOOR

0' - 0"

T/ OF METAL DECK

13' - 8 1/2"

T/ METAL DECK 2

19' - 6"

T/ COPING

16' - 2 3/4"

41.71.5 51 32

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

TOP OF METAL DECK 2

19' - 6"

A-301

T/ ELEVATOR PIT

-20' - 0"

B/ OF ELEV. OVER-RUN

13' - 0"

A-612

63 9 2

2 4

A-301

A-432

10111213

T/ CONCRETE DECK

14' - 6 1/2"

ELEVATION GENERAL NOTES

1. FOOTINGS ARE SHOWN FOR REFERENCE ONLY - REFER

TO STRUCTURAL DRAWINGS FOR EXACT DIMENSIONS

AND LOCATIONS.

ELEVATION KEY NOTES

1. FOUNDATIONS - REFER TO STRUCTURAL

2. CAST STONE

3. FACE BRICK

4. GLAZING - REFER TO A-610 FOR GLAZING SCHEDULE AND

CURTAIN WALL ELEVATIONS AND STOREFRONT TYPES.

5. CONCRETE FOUNDATION WALL - STAINED TO MATCH

CAST STONE FINISH.

6. PREFINISHED COLOR-COATED ALUMINUM COPING

7. BOLLARD - REFER TO DETAIL ( )

8. SECURITY CAMERA - REFER TO ELECTRICAL

9. EXTERIOR WALL MOUNTED LIGHT FIXTURE - REFER

TO ELECTRICAL

10. HOSE BIB LOCATION - REFER TO PLUMBING DRAWINGS.

11. VACUUM EXHAUST - REFER TO SHEETS MG-101 & MG-102

12. EXTERIOR BUILDING SIGNAGE - REFER TO DETAIL ( )

13. CONTROL JOINT

/1 AS-100

/1 I-312

EFIS WALL FINISH

8 88 9 4

A-202

5/8" PRESSURE TREATED

PLYWOOD SHEATHING

2" EXPANDED

POLYSTYRENE

INSULATION BOARD

ADHERED TO SHEATHING

REINFORCING MESH

EMBEDDED IN BASECOAT

FINISH COAT

AIR/WATER BARRIER

Drawing Title

Approved: Project Director

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

C :\U se r s

\d m el en de z\

D o c um en ts \5

-3

3 5 C ol um bi a

V A

M C

E N

T R

A L)

0_ dm el en de zV

U P

A 5.

rv t

/2 0 2

:0 3:

BUILDING ELEVATIONS BID ITEM 5 AND

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-202

BID DOCUMENTS

VA255-16-C-0234

1/8" = 1'-0"

PARTIAL NORTH ELEVATION

4'0 8' 16'

1/8" = 1'-0"

SOUTH ELEVATION - BID ITEM 5 AND 8

4'0 8' 16'

BID DOCUMENTS 05/11/18

ADDENDUM 1 02/25/20

3/4" = 1'-0"

BID ITEM 8 - WALL SECTION

0 1' 2' 3'

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

BOTTOM OF FOOTING 1

-5' - 0"

A-411

TOP OF METAL DECK 2

19' - 6"

TOP OF COPING

16' - 2 3/4"

B/ OF ELEV. OVER-RUN

13' - 0"

P 9

A-4103

A-411

VACUUM EXHAUST - REFER

TO SHEETS MG-101 & MG-102

I-312

CORRIDOR

C0K03

GALLERIA

C1K06

VESTIBULE

K100B

VESTIBULE

K100A

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

BOTTOM OF FOOTING 1

-5' - 0"

H.2 K

B/ OF ELEV. OVER-RUN

13' - 0"

G HG.5

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

T/ ELEVATOR PIT

-20' - 0"

B/ OF ELEV. OVER-RUN

13' - 0"

A-302

T/ OF INTERMEDIATE

LANDING

-7' - 0"

G HG.5

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

T/ ELEVATOR PIT

-20' - 0"

B/ OF ELEV. OVER-RUN

13' - 0"

A-302

G HG.5

T/ CONCRETE DECK

14' - 6 1/2"

Drawing Title

Approved: Project Director

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

C :\U se r s

\d m el en de z\

D o c um en ts \5

-3

3 5 C ol um bi a

V A

M C

E N

T R

A L)

0_ dm el en de zV

U P

A 5.

rv t

/2 0 2

:0 3:

BUILDING SECTIONS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-301

BID DOCUMENTS

VA255-16-C-0234

1/8" = 1'-0"

BUILDING SECTION 3

1/4" = 1'-0"

BUILDING SECTION AT LINK CORRIDOR

1/4" = 1'-0"

BUILDING SECTION AT STAIR

1/4" = 1'-0"

BUILDING SECTION AT ELEVATOR

4'0 8' 16'

0 2' 4' 8' 0 2' 4' 8' 0 2' 4' 8'

BID DOCUMENTS 05/11/18

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

BOTTOM OF FOOTING 1

-5' - 0"

T/ ELEVATOR PIT

-20' - 0"

B/ OF ELEV. OVER-RUN

13' - 0"

G HG.5

T/ CONCRETE DECK

14' - 6 1/2"

FIRST FLOOR

BASEMENT FLOOR

-14' - 0"

BOTTOM OF FOOTING 2

-15' - 8"

BOTTOM OF FOOTING 1

-5' - 0"

T/ OF INTERMEDIATE

LANDING

-7' - 0"

R S

G H

0" 15' - 5"

CONCRETE FILLED

METAL

PAN LANDING

2" CONCRETE FILLED PAN

TREAD W/ VINYL STAIR TREAD

(TD-1)

STEEL ANGLE WITH SLOTTED

BOLT CONNECTION

STEEL HEADER CHANNEL

STEEL ANGLE

TREAD SUPPORT

T/O INTERMEDIATE

LANDING

-7' - 0"

BASEMENT FLOOR

-14' - 0"

CONCRETE SLAB FLOOR. SEE

STRUCTURAL DRAWINGS.

STRUCTURAL STEEL CLIP ANGLE. WELD

TO STRINGER AND BOLT TO FLOOR WITH

EXPANSION BOLT.

STEEL STRINGER WITH

CLOSURE PLATE.

2" CONCRETE FILLED

PAN TREAD W/ VINYL

STAIR TREAD (TD-1)

PREFORMED RISER AND

NOSING. WELD TO STRINGER.

1 1/2" DIAMETER STEEL PIPE

CONTINUOUS HAND RAIL.

3/4" STEEL TUBE BALUSTERS

AT 4 3/4" OC (TYPICAL).

1 1/2" DIAMETER STEEL PIPE

NEWEL.

T/ OF INTERMEDIATE

LANDING

-7' - 0"

FACE OF CONCRETE

FOUNDATION WALL

CONCRETE FILLED

METAL PAN LANDING.

STEEL CHANNEL STRINGER.

BEAR 4" INTO CONC. WALL.

(SEE STRUCT. DWGS.)

STEEL SUPPORT ANGLE

(SEE STRUCT. DWGS.)

HANDRAIL SHALL

TRANSITION TO

LEVEL HEIGHT

REQUIRED AT ALL

LANDINGS

TYPICAL HANDRAIL

BRACKET ANCHORED

TO WALL

1 1/2" DIAMETER STEEL

PIPE HANDRAIL. RETURN

ENDS TO WALL.

1 1/2" CLEAR

1' - 0"

4 '- 0" MAX.

1' - 0"

1' - 11"

Drawing Title

Approved: Project Director

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

VA FORM 08-6231

1 2 3 4 5 6 87 9

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:

C :\U se r s

\d m el en de z\

D o c um en ts \5

-3

3 5 C ol um bi a

V A

M C

E N

T R

A L)

0_ dm el en de zV

U P

A 5.

rv t

/2 0 2

:0 8:

STAIR AND ELEVATOR DETAILS

16-123

HARRY S. TRUMAN VAMC

RELOCATE CLC

800 HOSPITAL DRIVE COLUMBIA, MO

05/11/2018 DM CR II EM

589-335

A-302

BID DOCUMENTS

VA255-16-C-0234

1/2" = 1'-0"

SECTION AT ELEVATOR

1/2" = 1'-0"

SECTION AT STAIR

1 1/2" = 1'-0"

STAIR DETAIL SECTION

1 1/2" = 1'-0"

SECTION AT STAIR DETAIL 2

1 1/2" = 1'-0"

SECTION AT STAIR LANDING

NOT TO SCALE

WALL MOUNTED HANDRAIL AT STAIR

0 1' 2' 4'

0 1' 2'

0 1' 2' 4'

0 1' 2'

BID DOCUMENTS 05/11/18

S-100 - STRUCTURAL FOUNDATION BASEMENT PLAN.pdf (p.1)

S-300 - STRUCTURAL FOUNDATION SECTIONS.pdf (p.2)

A-200-A302.pdf (p.3-7)

File details come from the government source that posted it. Updated Jun 10, 2020.