589A4-21-100 SIGNED DRAWINGS R1_Part 3- 7-26-2021-.pdf

8' - 10" 8' - 10"

8' - 10"

7'

0"

7'

0" 8' - 10"

8' - 10" 8' - 10"

8' - 10"

8' - 10"

8' - 10"

9' - 0"

7'

0"

7'

0" 7'

0"

9' - 0"

7'

0"

8' - 10"

8' - 10"

8' - 10" 8' - 10"

8' - 10"

8' - 10"

8' - 10"

7'

3"

7' - 6"

7'

0"

7' - 2" 7' - 2" 9' - 0" 7' - 2"

8' - 4"

7' - 6"

7' - 6"

8' - 4"

8' - 10"

8' - 10"

8' - 10"

8' - 10" 8' - 10"

8' - 10"

8' - 10"

8' - 10"

7' - 2"

7' - 2"

9' - 0"

9' - 0"

7' - 0"

9' - 0"

9' - 0"

7' - 2"

7'

0"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

9' - 0"

9' - 0"

7' - 0"

8' - 6"

9' - 0"

9' - 0"

7' - 0"

8' - 4"

8' - 4"

A313

A314

A315

A316

A317

A318

D319

D320

D321

D314

C3D5

C3A4

D320A

D319B

D319A

A318A

A317A

A316A

A315A

A314A

A313A

A338

A336A

A337

A336

A335

A334

A332

A333

A321

A330

A322

A305A

A305 A307 A309

A307A A309A A311A

A311

D309

D307

D305D303

D312

D312A

D310A

D310

D308

D308AD306A

D306 D304

D304A

D302

A328

A329

A324

A320

A319

A325

D342A

D342

C3D4

D343

A326

C3A2

A301A

A301B A302B

A303A

A303B

A303

A302 A301

A302A

C3A3

A346

C3A6

D321A

8' - 4"

9' - 0"

9' - 0"

7' - 6"

8' - 4"

8' - 4"

8' - 4"

D345

7' - 0"

8' - 10"

10.21

10.21

10.21

D

D313

8' - 10"

10.21 10.21

10.21

10.21

10.21

9' - 5 3/4"

8' - 10"

9' - 5 3/4"

8' - 10"

9' - 5 3/4"

8' - 10"

9' - 5 3/4"

8' - 10"

9' - 5 3/4"

7' - 3"

7' - 11"

9' - 0"

9' - 5 3/4"

9' - 5 3/4"

8' - 11"

3'-6"

7' - 11"

1'-4" 2'-1"

/8

/8

/4

9' - 5 3/4" 9' - 5 3/4"

9' - 5 3/4" 9' - 5 3/4"

9' - 5 3/4"

8' - 10" 8' - 9"

8' - 9" 8' - 9" 8' - 9"

8' - 9" 8' - 9" 8' - 10"

9' - 5 3/4" 9' - 5 3/4" 9' - 5 3/4" 9' - 5 3/4"

9' - 0"

8' - 9"

8' - 10"

8' - 9"

8' - 9"

8' - 9"

8' - 9"

8' - 9"

8' - 10"

8' - 9"

8' - 10"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"

AE601

AE601

________ 2

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE601

AE601

AE501

7' - 11"

2'-1"

1'-4"

8' - 6"

7' - 11"

7' - 6"

A327

7' - 4"

7' - 4"

7' - 4" 7' - 4"

7' - 4"

7' - 4" 7' - 4"

7' - 4"

7' - 4"

7' - 4"

7' - 4"

7' - 4" 7' - 4"

10.21

10.21

10.21

10.21

10.21

10.21

10.21

8' - 10" 8' - 10"

D322A D322

7' - 0"

7' - 0"

2'-2"

AE601

/4

8' - 6"

7' - 6"

8' - 4"

8' - 4"

1'-0"

2'-8 3/4"

4'-3" 7' - 4"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

7' - 2"

AE501

AE501

AE501

AE501

5' - 6"

5' - 6"

5' - 6"

5' - 6"

7' - 4"

7' - 4"

7' - 4"5' - 6"

5' - 6" 5' - 6"

7' - 4"

5' - 6"

7' - 4"

5' - 6" 5' - 6"

7' - 4"

5' - 6" 5' - 6"

7' - 4"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

5' - 6"

9' - 0"

A331

9' - 0"

D344

4'-6 3/8"

AE501

AE501

AE501

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.TYP.TYP.

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

1' - 8 3/4" 1' - 0"

AE501

AE501

5' - 6"

7' - 4"

7' - 6"

7' - 11"

7' - 11"

8' - 10"

9' - 0"

6' - 6"

6' - 6"

P-4

P-4

P-4

P-4 P-4

P-14

P-7

P-3

P-7

P-14

P -4

P-4 P-4

P-4

P -1

P-7

P-3

P -3

P-14

P-7

P-4

P-4

P-4

P-4

P-4

P-4

P-4

P-4

P-4

P-4

P-4

P-13

P-13

P-13

P-13

P-13

P-13

P-13

P-13

P-13

P-4

P-4 P-4

P-4

P-13 P-13

P-13 P-13 P-13

P-13P-13P-13

P-13P-13

P-13 P-13P-13

P-13

P-13

P-13E

R 4' - 7"

7' - 4"

8' - 6"

9' - 0"

8'

6"

7' - 0"

7' - 0"

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #2

(REF. GI001)

1'-8"

1'-8"

AE301

AE301

10.21

10.21 10.21 10.21

/8

1' - 4"

10.21

135°

135°2'-1 1/4"

10 3/4"

1'-1"

/8

/8

5'-9"

/2

135°

/8

18' - 3 3/8"

135°

5°

135°

135°

135°

1' - 0"

5°

/4

4' - 4 1/8"

/4

2' - 8 3/4"

1' - 4"

7' - 0"

1' - 4"

7' - 6"

10.21

9' - 0"

7' - 4"

7' - 11"

2' - 1"

AE501

7' - 0"

135°

135°

135°

5°

7' - 4" 7' - 0"

AE501

P-3 10.31F

10.31E

10.31E

10.31E

10.31E

THIRD FLOOR KEY PLAN - AREA A

A

N

A. REF. SPECIFICATION SECTION 13 05 41 "SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS" FOR BRACING REQUIREMENTS FOR CEILINGS AND LIGHTING

FIXTURES

GENERAL RCP NOTES

CEILING ACCESS PANEL

WALL MOUNT FIXTURE

CEILING HEIGHT

SYMBOL LEGEND

RECESSED CAN FIXTURE

EX EXISTING CEILING

EXHAUST GRILLE

NOTE:

A. REFERENCE MECHANICAL & ELECTRICAL

DRAWINGS FOR SYMBOLS NOT SHOWN HERE.

B. ALL FIXTURES TO BE LED.

RETURN GRILLE

RETURN GRILLE

2X2 LED FIXTURE

EXHAUST GRILLE

SURFACE MOUNT FIXTURE

SUPPLY DIFFUSER

SUPPLY DIFFUSER

DUCT MOUNTED RETURN

DUCT MOUNTED SUPPLY

WALL WASH SLOT

SLOT DIFFUSER

RADIANT HEATER

SLOT DIFFUSER

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE110.3

REFLECTED CEILING PLAN - 3RD

FLOOR - AREA A - BID ITEM #3

(DEDUCT)

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

10.21 CUBICLE CURTAIN TRACKS, REF SPEC

10.31E WALL MOUNTED HALF DOME SAFETY MIRROR

10.31F CEILING MOUNTED 360 DOME SAFETY MIRROR

1/8" = 1'-0"

REFLECTED CEILING PLAN - 3RD FLOOR - AREA A - BID ITEM #3 (DEDUCT)

N

Jesse Bell Snapshot

9' - 0" 9' - 0"

7'

0"

6'

6"

6' - 6"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

7'

0"

9' - 0"

9' - 0"

7' - 2"

7'

0"

8' - 4"

9' - 0"

7' - 0"

9' - 0"

8' - 6"

7' - 0"

9' - 0"

9' - 0"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

7' - 0"

D324

D324A

D323A

D323

D322

D322A

D321

D314

C3D5

D315

D316

D317

D317A

D318

D325

D340

D343

D343A

D343B

D341

D339

C3D4

D342

D338

C3D3

D337

D335

D333

D331

D329

D328

D327 D326

C3C4

D330

D332

D334

D336

8' - 4"

10.21

10.21

10.21

10.21

C3D3

7' - 9"9' - 0"

9' - 5 3/4"

8' - 9"

8' - 9"

9' - 5 3/4"

8' - 9"

9' - 5 3/4"

8' - 9"

9' - 5 3/4"

9' - 5 3/4"

9' - 5 3/4"

8' - 11"

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

9' - 5 3/4"

8' - 11"

9' - 5 3/4"

9' - 5 3/4"

8' - 11"

9' - 5 3/4"

7' - 0"

1'-4"

3'-6"

1'-4"

3'-6"

7' - 0"

7' - 0"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6" 1'-4"

1'-4"

AE601

AE601

AE601

AE601

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE601

7' - 6"

7' - 11"2'-2"

7' - 0"

7' - 0"

2'-5"

AE501

8' - 4"

7' - 2"

3'-0"

1'-1"

AE501

8' - 4"

9' - 0"

TYP.

D321A

6' - 6"

6' - 6"

7' - 0"

P -4

P-1

P-13

P -1

P -1

P-13

P-13

P-13

P-13

P-13

P-13

P-1

P -1

P -1

P-1

P -1

P -1

P-13

P-13

P-13

P-13

P-4

P-4

P-4

P-4

P-13

P-13

P -1

P -1

1'-8"

P-13E

P-13E

P-13E

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #2

(REF. GI001)

1'-4"

1'-4"

1'-8"

/2

7' - 4"

7' - 4"

7' - 4"

7' - 4"

11.73

11.73

11.73

11.73 11.73

1' - 4"

10.21 1' - 8"

AE410

Sim

AE410

7' - 9"

7' - 10"

8' - 11"

8' - 11"

8' - 11"

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE601

AE601

7' - 4"

9.10

9.10

9.10

9.10

9.10

9.109.10

9.10

OPEN TO

UNDERSIDE

OF DECK

CEILING ACCESS PANEL

WALL MOUNT FIXTURE

CEILING HEIGHT

SYMBOL LEGEND

RECESSED CAN FIXTURE

EX EXISTING CEILING

EXHAUST GRILLE

NOTE:

A. REFERENCE MECHANICAL & ELECTRICAL

DRAWINGS FOR SYMBOLS NOT SHOWN HERE.

B. ALL FIXTURES TO BE LED.

RETURN GRILLE

RETURN GRILLE

2X2 LED FIXTURE

EXHAUST GRILLE

SURFACE MOUNT FIXTURE

SUPPLY DIFFUSER

SUPPLY DIFFUSER

DUCT MOUNTED RETURN

DUCT MOUNTED SUPPLY

WALL WASH SLOT

SLOT DIFFUSER

RADIANT HEATER

SLOT DIFFUSER

THIRD FLOOR KEY PLAN - AREA B

BN

A. REF. SPECIFICATION SECTION 13 05 41 "SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS" FOR BRACING REQUIREMENTS FOR CEILINGS AND LIGHTING

FIXTURES

GENERAL RCP NOTES

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE111

REFLECTED CEILING PLAN - 3RD

FLOOR - AREA B

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

9.10 VERTICAL EXPANSION JOINT FOR PAINT BREAK

10.21 CUBICLE CURTAIN TRACKS, REF SPEC

11.73 CEILING MOUNTED PATIENT LIFT SYSTEM

1/8" = 1'-0"

REFLECTED CEILING PLAN - 3RD FLOOR - AREA B

N

A. REF. SPECIFICATION SECTION 13 05 41 "SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS" FOR BRACING REQUIREMENTS FOR CEILINGS AND LIGHTING

FIXTURES

GENERAL RCP NOTES

THIRD FLOOR KEY PLAN - AREA B

BN

CEILING ACCESS PANEL

WALL MOUNT FIXTURE

CEILING HEIGHT

SYMBOL LEGEND

RECESSED CAN FIXTURE

EX EXISTING CEILING

EXHAUST GRILLE

NOTE:

A. REFERENCE MECHANICAL & ELECTRICAL

DRAWINGS FOR SYMBOLS NOT SHOWN HERE.

B. ALL FIXTURES TO BE LED.

RETURN GRILLE

RETURN GRILLE

2X2 LED FIXTURE

EXHAUST GRILLE

SURFACE MOUNT FIXTURE

SUPPLY DIFFUSER

SUPPLY DIFFUSER

DUCT MOUNTED RETURN

DUCT MOUNTED SUPPLY

WALL WASH SLOT

SLOT DIFFUSER

RADIANT HEATER

SLOT DIFFUSER

9' - 0"

9' - 0"

7'

0"

6'

6"

6' - 6"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

7' - 0"

9' - 0"

9' - 0"

7' - 2"

7'

0"

8' - 4"

9' - 0"

7' - 0"

9' - 0"

8' - 6"

7' - 0"

9' - 0"

9' - 0"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"

8' - 10"7' - 0"

D324

D324A

D323A

D323

D322

D322A

D321

D314

C3D5

D315

D316

D317 D317A

D318

D325

D340

D343

D343A

D343B

D341

D339

C3D4

D342

D338

C3D3

D337

D335

D333

D331

D329

D328

D327 D326

C3C4

D330

D332

D334

D336

8' - 4" 10.21

10.21

10.21

10.21

C3D3

7' - 9"

9' - 0"

9' - 5 3/4"

8' - 9"

8' - 9"

9' - 5 3/4"

8' - 9"

9' - 5 3/4"

8' - 9"

9' - 5 3/4"

9' - 0"

9' - 5 3/4"

9' - 5 3/4"

8' - 11"

8' - 11"

9' - 5 3/4"

9' - 0"

9' - 5 3/4"

8' - 11"

9' - 5 3/4"

9' - 5 3/4"

8' - 11"

9' - 5 3/4"

7' - 0"

1'-4"

3'-6"

1'-4"

3'-6"

7' - 0"

7' - 0"

3'-6"

3'-6"

3'-6"

3'-6"

3'-6"1'-4"

1'-4"

AE601

AE601

AE601

AE601

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE501

AE601

8' - 10"

7' - 6"

7' - 11"2'-2"

7' - 0"

7' - 0"

2'-5"

AE501

8' - 4"

7' - 2"

3'-0"

1'-1"

7' - 2"

AE501

5' - 6"

5' - 6"

7' - 4"

8' - 4"

9' - 0"

TYP.

TYP.

TYP.

TYP.

5' - 6"

D321A

6' - 6"

6' - 6"

7' - 0"

P -4

P-1

P-13

P -1

P -1

P-13

P-13

P-13

P-13

P-13

P-13

P-1

P -1

P -1

P-1

P -1

P -1

P-13

P-13

P-13

P-13

P-4

P-4

P-4

P-4

P-13

P-13

P -1

P -1

1'-8"

P-13E

P-13E

P-13E

BID ITEM #3

(REF. GI001)

BID ITEM #3

(REF. GI001)

BID ITEM #2

(REF. GI001)

1' - 4"

1' - 8"

1' - 4"

10.21

1' - 8"

1' - 4"

8' - 11"

7' - 10"

8' - 4"

10.2110.21

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE111.3

REFLECTED CEILING PLAN - 3RD

FLOOR - AREA B - BID ITEM #3

(DEDUCT)

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

10.21 CUBICLE CURTAIN TRACKS, REF SPEC

N

1/8" = 1'-0"

REFLECTED CEILING PLAN - 3RD FLOOR - AREA B - BID ITEM #3 (DEDUCT)

ABCDEFG

2.8

3.7

7.3

8.2

9.1

10.4

4.5

Ba

4.6

6.3

8.0

1.9

5.5

1.1

F.1 E.a2 Aa

PAT. ROOM

FIRST FLOOR ROOF BELOW

M E

C H

A N

IC

A

L R

O O

M

F

IR

S T

F L O

O R

R O

O F

THIRD FLOOR ROOF

FIRST FLOOR ROOF BELOW

EX

D455A

AE120

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

AE301

AE301

23.0823.0823.0823.08

23.0823.08

7.72

7.72

7.72

5.50C

5.50C

23.03

5.51

5.51

7.51

23.02

23.02

23.01

23.03

23.01

23.01

23.01

23.02 7.72

7.72

7.72

7.72

AE501

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE120

AE501

4TH LEVEL

39' - 1 1/4"

3 EQUAL RISERS

@ ~8" EA.

2 EQUAL RISERS

@ ~9" EA.

EXISTING WINDOW SILL HEIGHT, GC

TO FIELD VERIFY DIMENSIONS

EXISTING OPENING AT EXTERIOR WALL

Level 4 39' - 1 1/4"

AE501

Sim

AE501

AE501

Sim

F

4.5

4.6

F.1 E.a2

AE120

11" 11" 4' - 7" 4' - 8" 11"

A. PROVIDE AND INSTALL 600 LINEAL FEET OF 30" WIDE 5/16" THICK COMPRESSED WHITE

RUBBER WALKWAY ROLL MATERIAL AS MANUFACTURED BY "CARLISLE" OR APPROVED

EQUAL. LOCATIONS TO BE DETERMINED AT A LATER DATE

B. REFER TO MECH. ROOF PLAN SHEET FOR ADDITIONAL INFORMATION INDICATING LOCATIONS

OF EXHAUST FANS, VENTS AND OTHER ROOF PENETRATIONS.

C. PROVIDE TAPERED INSULATION CRICKETS AT UPSLOPE SIDE OF ALL ROOF CURBS PER

ROOFING MFG'S RECOMMENDATIONS.

D. FLASH ALL ROOF CURBS, PENETRATIONS, ETC. PER ROOFING MANUFACTURER

RECOMMENDATIONS - REFER TO/COORDINATE WITH MECHANICAL AND PLUMBING PLANS

AND FLASH ALL NEW PENETRATIONS AS REQUIRED.

GENERAL ROOF PLAN NOTES

NEW TAPERED POLY ISO

MINIMUM R-49 AND SLOPED 1/4"

PER FOOT FROM DRAIN

NEW 1/2" COVER BOARD

NEW FULLY ADHERED EPDM MEMBRANE,

OVERLAPPING THE EXISTING

STAINLESS STEEL CLAMPING RING

PRE-MOLDED PRESSURE

SENSITIVE PIPE SEAL

WATER CUT-OFF MASTIC

SEAMING/TERMINATION

ADHESIVE PER MEMBRANE

SUPPLIER

STEEL FALL PROTECTION ANCHOR

REF. STRUCTURAL FOR

ANCHORAGE REQUIREMENTS

NEW VAPOR BARRIER

EXISTING CONCRETE ROOF

STRUCTURE

CDE

5.5

AE301

2' - 0"

AE501

AE501

TYP

AE501

TYP

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE120

ROOF PLAN

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

N

3/32" = 1'-0"

ROOF PLAN

1/4" = 1'-0"

NEW ROOF ACCESS STAIR

1/4" = 1'-0"

ENLARGED PLAN - ROOF ACCESS STAIRS

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.50C METAL EQUIPMENT SCREENING SYSTEM, REF STRUCTURAL FOR ATTACHMENT TO

RTU SUPPORT FRAMING

5.51 METAL STAIRS

7.51 WALKWAY PAD

7.72 FALL ARREST SYSTEM, SEE STRUCTURAL FOR ANCHORING REQUIREMENTS, REF

SPEC.

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.02 MECH DUCT - SEE MECH.

23.03 ROOFTOP UNIT - SEE MECH.

23.08 EXISTING EXUAST FAN - SEE MECH, PAINT TO MATCH NEW RTU

1 1/2" = 1'-0"

DETAIL @ FLAT ROOF - FALL PROTECTION

3/32" = 1'-0"

ROOF PLAN - RTU PENETRATIONS

ABCDEFG

2.8

3.7

7.3

8.2

9.1

10.4

4.5

Ba

4.6

6.3

8.0

1.9

5.5

1.1

F.1 E.a2 Aa

FIRST FLOOR ROOF BELOW

M E

C H

A N

IC

A

L R

O O

M

F

IR

S T

F L O

O R

R O

O F

THIRD FLOOR ROOF

FIRST FLOOR ROOF BELOW

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

7.51

2' - 6"

AE301.2

AE301.2

23.01

23.03

23.01

23.01

23.01

23.0823.0823.0823.08

23.0823.08

7.51

23.02

23.02

23.02

AE501

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

AE120.2

Sim

AE501

A. PROVIDE AND INSTALL 600 LINEAL FEET OF 30" WIDE 5/16" THICK COMPRESSED WHITE

RUBBER WALKWAY ROLL MATERIAL AS MANUFACTURED BY "CARLISLE" OR APPROVED

EQUAL. LOCATIONS TO BE DETERMINED AT A LATER DATE

B. REFER TO MECH. ROOF PLAN SHEET FOR ADDITIONAL INFORMATION INDICATING LOCATIONS

OF EXHAUST FANS, VENTS AND OTHER ROOF PENETRATIONS.

C. PROVIDE TAPERED INSULATION CRICKETS AT UPSLOPE SIDE OF ALL ROOF CURBS PER

ROOFING MFG'S RECOMMENDATIONS.

D. FLASH ALL ROOF CURBS, PENETRATIONS, ETC. PER ROOFING MANUFACTURER

RECOMMENDATIONS - REFER TO/COORDINATE WITH MECHANICAL AND PLUMBING PLANS

AND FLASH ALL NEW PENETRATIONS AS REQUIRED.

GENERAL ROOF PLAN NOTES

CDE

5.5

AE301.2

AE501

2' - 0"

AE501

TYP

AE501

TYP

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE120.2

ROOF PLAN - BID ITEM #2 (DEDUCT)

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

N

3/32" = 1'-0"

ROOF PLAN - BID ITEM #2 (DEDUCT)

KEYNOTES

KEY VALUE KEYNOTE TEXT

7.51 WALKWAY PAD

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.02 MECH DUCT - SEE MECH.

23.03 ROOFTOP UNIT - SEE MECH.

23.08 EXISTING EXUAST FAN - SEE MECH, PAINT TO MATCH NEW RTU

3/32" = 1'-0"

ROOF PLAN - RTU PENETRATIONS - BID ITEM #2 (DEDUCT)

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

842-10 1/8 TOP OF COPING

106' - 10 1/8"

122.833.74577.38.299.11011 10.412

4.56.2 5.46.7 4.66.38.0 1.95.5 1.14.4

NEW ROOF ACCESS DOOR

& STAIRS

BID ITEM #2

(REF. GI001)

AE301

7.727.727.72 23.01

5.50C

23.01

7.72

23.0123.01 7.72

AE501

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

FIFTH FLOOR

51' - 9 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

842-10 1/8 TOP OF COPING

106' - 10 1/8"

ABCDEFGGaHHbJ BaH.5 F.1 E.a2 Aa

NEW ROOF ACCESS STAIRS

BID ITEM #2

(REF. GI001)

AE301

5.50C

7.72 7.72

23.0123.01

5.51

23.0823.08

5.51

5.43

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE201

EXTERIOR ELEVATIONS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

1/8" = 1'-0"

PARTIAL EAST BUILDING ELEVATION

1/8" = 1'-0"

PARTIAL SOUTH BUILDING ELEVATION

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.43 METAL GUARDRAIL / HANDRAIL.

5.50C METAL EQUIPMENT SCREENING SYSTEM, REF STRUCTURAL FOR ATTACHMENT TO

RTU SUPPORT FRAMING

5.51 METAL STAIRS

7.72 FALL ARREST SYSTEM, SEE STRUCTURAL FOR ANCHORING REQUIREMENTS, REF

SPEC.

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.08 EXISTING EXUAST FAN - SEE MECH, PAINT TO MATCH NEW RTU

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

842-10 1/8 TOP OF COPING

106' - 10 1/8"

122.833.74577.38.299.11011 10.412

4.56.2 5.46.7 4.66.38.0 1.95.5 1.14.4

BID ITEM #2

(REF. GI001)

AE301

23.03

5.03C

23.01

23.0123.01 23.0123.01

AE501

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

FIFTH FLOOR

51' - 9 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

842-10 1/8 TOP OF COPING

106' - 10 1/8"

ABCDEFGGaHHbJ BaH.5 F.1 E.a2 Aa

BID ITEM #2

(REF. GI001)

AE301

23.0123.0123.03

23.08

23.08

5.03C5.43

5.51

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE201.2

EXTERIOR ELEVATIONS - BID ITEM #2

(DEDUCT)

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

1/8" = 1'-0"

PARTIAL EAST BUILDING ELEVATION - BID ITEM #2 (DEDUCT)

1/8" = 1'-0"

PARTIAL SOUTH BUILDING ELEVATION - BID ITEM #2 (DEDUCT)

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.03C STRUCTURAL STEAL FRAME WORK FOR RTU SUPPORT, REF STRUCTURAL

5.43 METAL GUARDRAIL / HANDRAIL.

5.51 METAL STAIRS

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.03 ROOFTOP UNIT - SEE MECH.

23.08 EXISTING EXUAST FAN - SEE MECH, PAINT TO MATCH NEW RTU

2ND LEVEL

13' - 9 1/4"

2ND LEVEL

13' - 9 1/4"

3RD LEVEL

26' - 5 1/4"

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

4TH LEVEL

39' - 1 1/4"

FIFTH FLOOR

51' - 9 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

ABCDEF BaF.1 E.a2 Aa

CORR.

C3A3

MSA

D302

STRETCHER

D303

PAT. RM #4

D304

PAT. RM #6

D306

PAT. RM #8

D308

PAT. RM #10

D310

PAT. RM #12

D312

STRETCHER

D309

CORR.

C3A5

ANTE

D319B

ISO/BAR #19

D319

SHADED AREA NOT IN

SCOPE OF PROJECT

SHADED AREA NOT IN

SCOPE OF PROJECT

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

5.51

23.03

5.03C

AE301

5.50C

BID ITEM #2

(REF. GI001)

7.72

BID ITEM #2

(REF. GI001)

5.51

5.43

2ND LEVEL

13' - 9 1/4"

2ND LEVEL

13' - 9 1/4"

3RD LEVEL

26' - 5 1/4"

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

4TH LEVEL

39' - 1 1/4"

3.7 4 5 6 7 7.34.5 4.6 6.35.5

THIRD FLOOR - ACA

33' - 0 1/2"

THIRD FLOOR - ACA

33' - 0 1/2"

AE301

SHADED AREA NOT IN

SCOPE OF PROJECT

PAT. RM #9

A309 CORR.

C3A4

PAT. RM #8

D308

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

5.50C

23.03

5.03C

23.01

23.02

23.01

7.72

23.02

7.727.7215

AE501

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE301

BUILDING SECTIONS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

1/8" = 1'-0"

E/W SECTION @ NEW RTU UNIT

1/8" = 1'-0"

N/S SECTION @ NEW RTU

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.03C STRUCTURAL STEAL FRAME WORK FOR RTU SUPPORT, REF STRUCTURAL

5.43 METAL GUARDRAIL / HANDRAIL.

5.50C METAL EQUIPMENT SCREENING SYSTEM, REF STRUCTURAL FOR ATTACHMENT TO

RTU SUPPORT FRAMING

5.51 METAL STAIRS

7.72 FALL ARREST SYSTEM, SEE STRUCTURAL FOR ANCHORING REQUIREMENTS, REF

SPEC.

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.02 MECH DUCT - SEE MECH.

23.03 ROOFTOP UNIT - SEE MECH.

2ND LEVEL

13' - 9 1/4"

2ND LEVEL

13' - 9 1/4"

3RD LEVEL

26' - 5 1/4"

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

4TH LEVEL

39' - 1 1/4"

FIFTH FLOOR

51' - 9 1/4"

SIXTH FLOOR

64' - 5 1/4"

PENTHOUSE

77' - 1 1/4"

ABCDEF BaF.1 E.a2 Aa

CORR.

C3A3

MSA

D302

STRETCHER

D303

PAT. RM #4

D304

PAT. RM #6

D306

PAT. RM #8

D308

PAT. RM #10

D310

PAT. RM #12

D312

STRETCHER

D309

CORR.

C3A5

ANTE

D319B

ISO/BAR #19

D319

SHADED AREA NOT IN

SCOPE OF PROJECT

SHADED AREA NOT IN

SCOPE OF PROJECT

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

AE301.2

23.03

5.03C

23.02

23.01

23.02

BID ITEM #2

(REF. GI001)

2ND LEVEL

13' - 9 1/4"

2ND LEVEL

13' - 9 1/4"

3RD LEVEL

26' - 5 1/4"

3RD LEVEL

26' - 5 1/4"

4TH LEVEL

39' - 1 1/4"

4TH LEVEL

39' - 1 1/4"

3.7 4 5 6 7 7.34.5 4.6 6.35.5

THIRD FLOOR - ACA

33' - 0 1/2"

THIRD FLOOR - ACA

33' - 0 1/2"

AE301.2

SHADED AREA NOT IN

SCOPE OF PROJECT

PAT. RM #9

A309 CORR.

C3A4

PAT. RM #8

D308

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

BID ITEM #2

(REF. GI001)

23.03

23.01

5.03C

23.02

23.02

23.01

AE501

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE301.2

BUILDING SECTIONS - BID ITEM #2

(DEDUCT)

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.03C STRUCTURAL STEAL FRAME WORK FOR RTU SUPPORT, REF STRUCTURAL

23.01 MECH ELEMENT - SEE MECH DRAWINGS.

23.02 MECH DUCT - SEE MECH.

23.03 ROOFTOP UNIT - SEE MECH.

1/8" = 1'-0"

E/W SECTION @ NEW RTU UNIT - BID ITEM #2 (DEDUCT)

1/8" = 1'-0"

N/S SECTION @ NEW RTU - BID ITEM #2 (DEDUCT)

A. FILL SURFACE OF CONCRETE WALLS WITH AN APPROPRIATE FILLER AND MAKE SMOOTH.

SEAL OR PRIME ABSORBANT SURFACES WITH A SUITABLE DILUITED ACRYLIC PRIMER.

ALLOW PAINT/PRIMER TO DRY IN ACCORDANCE WITH THE MANUFACTURERS APPLICATION

INSTRUCTIONS. UNFILLED GROUT LINES MAY TELEGRAPH THROUGH THE SHEET; GC TO

CORDINATE WITH MAUNFACTURER PROPER THICKNESS AND INSTALLATION METHOD.

B. GYPSUM WALLS NEED TO BE PAINTED PRIOR TO INSTALLATION OF PLYWOOD.

C. CONSTRUCT NEW RATED 1-HR SHAFT WALL FROM 3RD FLOOR TO 4TH FLOOR. CONSTRUCT

1-HR RATED CHASE AROUND DUCT AND PIPING TRANSITION THROUGH 4TH FLOOR SLAB.

D. REF. SHEETS AE402 & AE403 FOR SLOPING OF PATIENT ROOM TOILET FLOORS

GENERAL PLAN NOTES

C

1'-8 3/8" 7'-7 3/8"

/8

/8

/4

9'-3 3/4"

TLT.

A338 P3

FS3

FS3

FS3

FS6 P31 A338

P31

AI7079

SIM

10SIM

SIM

12SIM

C

Ba

5.5

AI703

AI703

AI703

AI703

AI70311

AI703

AI703

AI703

AI703 10

AI703

AI703

NOUR.

A334

NURSE

WK/COPY

A333

NURSE

A332

CORR.

C3A4

CORR.

C3A6

C

A

A

F2

F2

F2

F3

F3

P3

P3

P3

F2

FS3

PS3

F3

FS3

F2

14.92

F2

F3

F3

F2

F2

F2

P31

P3

P31

/8

/4

/4

/8

CORR.

C3A5

P31

P31

5' - 4 3/4" 2' - 8 1/2"

12' - 0 3/4"

5'

7/

8"

/2

/4

/4

F3

F3

F3

AE601

MEDS

A335

STRETCHER

D309

2" RADIUS C-TOP

2" RADIUS C-TOP

2" RADIUS C-TOP

2" RADIUS C-TOP

2" RADIUS C-TOP

1" RADIUS LEDGE

C

8.0

AI703

AI70321

AI703

AI703

AI703 19

P3 P3F2

F2

F2

F2

P6

/8

9'-3 3/4"

NURSE

D314

2' - 1" 4' - 7 3/8" 2' - 8 1/2"

F3

F3

F3

2" RADIUS C-TOP

2" RADIUS C-TOP

2" RADIUS C-TOP

Ga

F.1 E.a2

AI70225

AI70213

AI702

AI702

AI702

AI702

2'-9 5/8"

NURSE

A328

NURSE

WK/COPY

A329

NOUR.

A324

A

P3

P8

F2

S21

F2

F2

F2

P3

S21

CORR.

C3A3

AI702 17

AI702 23

AI702 11

MSA

D302

CORR.

C3A2

CORR.

C3A4

P3

P3

P3

P3

P3

F2

F2

F2

P3

P6

F3

PS3

FS3

F2

P3

P3

P6

F3

F3

PS3

P3

P3

/8

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

10'-7 1/4"

10'-0 5/8"

2'-8 1/2" 5'-11 1/4"

/8

4' -7

/8

5'-5 7/8"

/8

/4

A

22.41

14.92

5.54

5.58

F2

FS3

F3

5.58

AE501

SIM

AE501

TYP

AE501

TYP

AE501

TYP

AE501

TYP

CORR.

C3A1

MEDS

A319

C L

E A

N L

IN

E

N

A

STRETCHER

D303

GaH

8.0

AI7029

AI702

AI7026

D342

C3A3

SOILED

D342A

DIALYSIS

D342

F2

F2

F2

P6

P31

P31

P31

F2

P31

FS3

F2

F2 F3

F2

F2

/8

11 5/8" 2'-9 3/8" 5'-10" 11'-4 1/8"

AE501

Sim

P3

F3

P3

/8

/8

/2

45.00°

P61

P3

10.44DIALYSIS

STOR.

D342B

C

AI707

9 11

/8

1'-8 3/8" 7'-7 3/8"

P31

FS3

FS3

P3

F2

D318TLT.

D318

/8

9'-3 3/4"

F6

FS3

F

F.1

AI707

AI701 6

AI707

AI7015

3 1

5 7

/8

/8

10.51

10.51

F2

F2 P3

F2

P31

F2

P3

P3

P3

P3

P31

/4

6'-4 1/4"

11 5/8"

3'-9 1/4"

/8

/8

D

B

D341

STAFF

LOUNGE

D343

TLT.

D341

LOCKER

D343A

CHG ROOM

D343B

F3

FS3 F3

P31

F3

F3

P3

P3

P3

8.33

AE601

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE401

ENLARGED PLANS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.54 FLOOR EXPANSION JOINT ASSEMBLY, REF. SPEC

5.58 WALL EXPANSION JOINT ASSEMBLY, REF. SPEC

8.33 FROSTED WINDOW FILM, APPLIED TO THE EXISTING WINDOW

10.44 FIRE EXTINGUISHER CABINET

10.51 METAL "Z" LOCKERS

14.92 PNEUMATIC TUBE SYSTEM

22.41 EYEWASH STATION - SEE PLUMBING.

1/4" = 1'-0"

ENLARGED - A338 TLT.

1/4" = 1'-0"

ENLARGED - A332 NURSE STATION & A333 NURSE WK/COPY

1/4" = 1'-0"

ENLARGED - D314 NURSE STATION

1/4" = 1'-0"

ENLARGED - A328 NURSE STATION & D302 MSA

1/4" = 1'-0"

ENLARGED - D342 DIALYSIS

1/4" = 1'-0"

ENLARGED - D318 TLT.

1/4" = 1'-0"

ENLARGED - D343A LOCKER, D343B, & D341

A. FILL SURFACE OF CONCRETE WALLS WITH AN APPROPRIATE FILLER AND MAKE SMOOTH.

SEAL OR PRIME ABSORBANT SURFACES WITH A SUITABLE DILUITED ACRYLIC PRIMER.

ALLOW PAINT/PRIMER TO DRY IN ACCORDANCE WITH THE MANUFACTURERS APPLICATION

INSTRUCTIONS. UNFILLED GROUT LINES MAY TELEGRAPH THROUGH THE SHEET; GC TO

CORDINATE WITH MAUNFACTURER PROPER THICKNESS AND INSTALLATION METHOD.

B. GYPSUM WALLS NEED TO BE PAINTED PRIOR TO INSTALLATION OF PLYWOOD.

C. CONSTRUCT NEW RATED 1-HR SHAFT WALL FROM 3RD FLOOR TO 4TH FLOOR. CONSTRUCT

1-HR RATED CHASE AROUND DUCT AND PIPING TRANSITION THROUGH 4TH FLOOR SLAB.

D. REF. SHEETS AE402 & AE403 FOR SLOPING OF PATIENT ROOM TOILET FLOORS

GENERAL PLAN NOTES

B

3.7

C

A 5 A

A

A317

/2

/8

10 5/8"

8'-6 3/4"

/8

/4

/8

1'-1 1/2" 2'-7 1/2"

FS3

F2

F3

P3

P3

P31

PS61

P31

F3

FS3

PS31

P81

PS3

TLT./SHWR

A316A

P31

F3

P3 2' - 6"

PS31

8.04A

B

4.6

/8

/8

/4

/8

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

5'-6 3/8" 3'-0 5/8" A318

A

A

A317

/8

/8

2'-5" 4'-4"

7 5/8"

3'-2 3/4"

PS3

PS3

PS6

F3

F3

FS3

F0

FS3

F3

P8PS3

TLT./SHWR

A317A

AE501

AE501

13 2' - 6"

P3

/4

F1

5.12

8.04A

B

5.5

/8

/4

/8

/8

/8

/4

A318

A

A

D319A

D319B

2'-0 1/8" 4'-4" 5 1/8" 4'-2 3/4"

/8

/2

/2

/4

135°

11 5/8"

6'-7 1/8" D319

6'-5 3/8"

/4 " P8

PS3

PS3PS3

FS3

F3

F3

PS6

P3 P3

PS3

F3

FS3

PS3

P3

P3

PS3

FS6

FS3

TLT./SHWR

D319A

TLT./SHWR

A318A

AI706

AI706

AI706

29 26

4' - 0"

F3

P3

P3

8.04A

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

10"

/8

/4

/8

/8

/8

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

A311A P3

F3

PS3

FS3

F3

PS3

FS3

F2

PS6

P3

TLT./SHWR

A311A

P3

F3

F3

E

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

10" 9 1/8"

2'-10 1/4" 3'-5 3/8"

10 5/8" 6'-1 7/8" 6'-1 7/8" 11 3/8"

/8

/8

/8

/2

/8

/8 " 1

/4

/8

"2

/8

A307A A309A

P3

FS3FS3

F3

F2 F2

PS6

F3

F3

FS3

FS3

P8 F3

F3

PS6

P3

PS3

TLT./SHWR

A307A

TLT./SHWR

A309A

PS3

2'-9 7/8" 3'-2 1/2"

AI501

AI501

F

F.1 E.a2

/8

/8

/2

" 1

/8

/8

/2

A305A

4'-0 1/2"

PS3 F2

F3

F2

FS3

F3 F3

P6

TLT./SHWR

A305A

F2F2

P3

PS6

P6

F3

FS3

PS3

5.58

5.54

5.58

AE501

TYP

AE501

SIM

AE501

TYP

3'-0 1/8"

AI501

GGa

AI7067

/8

A303

A303A

PS3PS6

FS3

FS3

TLT./SHWR

A303A

TLT./SHWR

A302A

AI706

2' - 1 1/2" 6' - 5 3/8"

9 1/8"

4' - 9 3/8" 1' - 10 1/4"

1' - 1 1/4"

PS6

PS3F2

PS3

P3

P3

P3

PS3

PS3

FS3

F2

PS6

FS2

P3 F2

P3

F2 F2

FS3

P3

P3

P3

A302A

PS3

/8

/8

/4

/2

/8

/4

2' - 1 1/2" 7' - 0 1/8" 8 5/8" 6' - 4 1/4" 10 1/4"

F6

P6

J

AI706 1

A

A

A301

A301B

9'-0 7/8"

11 1/4"

/8

/4

/8

/4

/2

P3

P3

PS3F6

PS3

FS3

F3

P3

F2

FS3

PS6

P6

TLT./SHWR

A301A

4'-2" 5 1/8" 4'-4" 1'-9 7/8"

F3

3'-6 3/4"

AI501

J

A301A

1/8"

1/8"

1/8"

1"

1"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

GGa

A303A

A302A

7/8"

7/8"

1/8"

3/8"

1/8"

3/8"

3/8"

1/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

1/8" 1"1"

3/8"

1/8"

3/8"

3/8"

1/8"

3/8"

3/8"

F

F.1 E.a2

A305A

5/8"

1/8"

5/8"

3/8"

3/8"

3/8"

1/8"

3/8"

3/8"

3/8"

3/8"

1/8"

3/8"

E

A307A A309A

5/8"1/8"5/8"

3/8"

1/8"

3/8"

1/8"

3/8"

3/8"

3/8"3/8"

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

3/8"

3/8"

1/8"

1/8"

3/8"

3/8" 3/8" 3/8" 3/8"3/8"

A311A

1/8"

1/8"

1/8"

5/8"

3/8"

5/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

B

5.5

D319A

A318A

1/8"

3/8"

3/8" 1"

1/8"

1"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

1/8"

1"

3/8"

1/8"

1"

3/8"

1/8"

3/8"

1/8"

3/8"3/8"3/8"

B

3.7

A316A

5/8"

1/8"

5/8"

3/8"

3/8"

1/8" 3/8"

3/8"

3/8"

3/8" 3/8"

1/8"

3/8"

B

4.6 A317A

1/8"

1/8"

1/8"

5/8"

5/8"

3/8" 3/8"

3/8"

3/8"

3/8" 3/8"

3/8"

3/8"

3/8"

3/8"

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE402

ENLARGED PLANS - PATIENT TOILETS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.12 3'-6" PARTIAL HEIGHT WALL

5.54 FLOOR EXPANSION JOINT ASSEMBLY, REF. SPEC

5.58 WALL EXPANSION JOINT ASSEMBLY, REF. SPEC

8.04A 16"X16" NON-RATED PLUMBING ACCESS PANEL

1/4" = 1'-0"

ENLARGED - A316A TLT.

1/4" = 1'-0"

ENLARGED - A317A TLT.

1/4" = 1'-0"

ENLARGED - A318A & D319A TLT.

1/4" = 1'-0"

ENLARGED - A311A TLT.

1/4" = 1'-0"

ENLARGED - A307A & A309A TLT.

1/4" = 1'-0"

ENLARGED - A305A TLT.

1/4" = 1'-0"

ENLARGED - A302A & A303A TLT.

1/4" = 1'-0"

ENLARGED - A301A TLT.

1/4" = 1'-0"

A301A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A302A & A303A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A305A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A307A & A309A TLT. -SLOPED FLOOR

1/4" = 1'-0"

A311A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A318A & D319A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A316A TLT. - SLOPED FLOOR

1/4" = 1'-0"

A317A TLT. - SLOPED FLOOR

B

2.8

A

A

A315

A316

/8

/4

/2

/8

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

5 1/2"

2'-8 1/4" 1'-6 3/4"

/2

/8

/8

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

8'-11 5/8"

TLT./SHWR

A315A

F2

F2

F3

PS3

PS3

FS3

F3

P3

P3

P8

PS6

P3

F3

P3

P3 PS3

F2

4' - 0"

8.04A

AI501

B

2.8

A315A

1/8"

1/8"

1/8"

1"

3/8"

1"

3/8" 3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

BBa

1.9

/8

/8

1'-6 1/8" 11 1/4" 5'-1 3/8" 3'-0"

2'-1" 4'-4"

11 5/8"

3'-2 1/8"8

/8

/8

/4

/8

/8

TLT./SHWR

A314A

F0

FS3

F3PS3

F3

F3

FS3

PS6

PS3

PS3

F3

P8

A314 A

A

PS3

P31

/4

2' - 6"

A313

5.12

8.04A

BBa

1.9

A314A

1/8"

1/8" 5/8"

5/8"

3/8"

3/8"3/8"

3/8"

3/8"

1/8" 3/8"

3/8"

3/8"

3/8"

B

1.1

A

A

A

/8

/8

10" 6'-5 3/8" 3'-5 1/4"

/8

/8

P3

PS3

FS6

F6

FS3

FS3

FS3

P62

P3

TLT./SHWR

A313A

AI706

17 19

P3

PS3

/8

F3

FS3

5°

135°

A. FILL SURFACE OF CONCRETE WALLS WITH AN APPROPRIATE FILLER AND MAKE SMOOTH.

SEAL OR PRIME ABSORBANT SURFACES WITH A SUITABLE DILUITED ACRYLIC PRIMER.

ALLOW PAINT/PRIMER TO DRY IN ACCORDANCE WITH THE MANUFACTURERS APPLICATION

INSTRUCTIONS. UNFILLED GROUT LINES MAY TELEGRAPH THROUGH THE SHEET; GC TO

CORDINATE WITH MAUNFACTURER PROPER THICKNESS AND INSTALLATION METHOD.

B. GYPSUM WALLS NEED TO BE PAINTED PRIOR TO INSTALLATION OF PLYWOOD.

C. CONSTRUCT NEW RATED 1-HR SHAFT WALL FROM 3RD FLOOR TO 4TH FLOOR. CONSTRUCT

1-HR RATED CHASE AROUND DUCT AND PIPING TRANSITION THROUGH 4TH FLOOR SLAB.

D. REF. SHEETS AE402 & AE403 FOR SLOPING OF PATIENT ROOM TOILET FLOORS

GENERAL PLAN NOTES

B

1.1

A313A

3/8"

3/8" 3/8"

1/8" 3/8"

3/8"

3/8"

1"

1"

3/8"

1/8"

3/8"

1/8"

3/8"

3/8"

F

F.1 E.a2

/4

/4

/4

/8

/8

/8

/2

1'-3 7/8"

2'-0 7/8"

3'-5 3/8"

P3

F3

F3

FS3

P3

PS3

F2

F2

F2 F2

F2

D304A

TLT./SHWR

D304A

AI706 16

F2

P6

FS3

P3

PS3 F2

5.58

5.54

AE501

TYP

AE501

TYP

AE501

SIM

8.04B

AI501

1'-8"

F

F.1 E.a2

D304A

3/8"

3/8"3/8"

1/8"

1/8"

3/8"

5/8" 5/8"

1/8"

3/8"

3/8"

3/8"

3/8"

E

/4

/4

/8

/2

/8

/8

/4

/8

/8

3'-5 3/8" 3'-7 1/8" 3'-7 1/8" 3'-5 3/8"

D308A D306A

10 5/8"

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

10 5/8"

P3

PS6F3

P8

F3

PS6

F3

FS3

FS3

F3

FS3

FS3

F3

F2

P3

F2

PS3

TLT./SHWR

D308A

TLT./SHWR

D306A P3

"PS3

P3

PS3

2'-9 7/8"

3'-2 1/4"

AI501

AI501

E

D308A D306A

1/8"

3/8" 3/8"

3/8"

3/8"

5/8"

1/8"

5/8" 3/8"

3/8"

3/8"

1/8"

3/8"

1/8"

1/8"

3/8"

3/8"

3/8"

3/8"

3/8"

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

3/8"

3/8"

D310A

/8

/8

/4

/4

/4

3'-5 3/8" 2'-10 1/4" 10 1/8"

11 7/8"

6'-1 7/8"

P3

PS6 F2 P6

F3

F3

FS3

PS3

FS3

PS3

F2 F2 F2

TLT./SHWR

D310A P3

D310A

1/8"

3/8"

3/8"

3/8"

1/8"

3/8"

3/8"

3/8"

3/8"

3/8"

1/8"

5/8"

5/8"

C

3/8"

3/8"

3/8"

D312A

3/8"

1/8"

5/8"

1/8"5/8"

1/8"

3/8"

3/8"

3/8"

3/8"

C

" 3

/4 " 1

/8

/4

/8

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

10 5/8"

6'-1 7/8"

D312A

P3

PS6

F3

P6

F3

FS3

PS3

F2 F2

TLT./SHWR

D312A

P3

PS3

FS3

AI501

2'-11 7/8"

B

7.3

/8

/8

/4

/8

/4

/4

/8

C

D

D

A

D

A

D321

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

4 1/4"

4'-4"

/8

/8

/8

/2

2'-5" 4'-4" 3'-9 1/2"

PS3

P8F3

PS3

FS3

F0

FS3

PS3

PS3

PS6

FS3

FS3

F3

P3

P3 P3

P3TLT./SHWR

D320A

TLT./SHWR

D321A

P3

P3

F3

F3

F3

PS6

P3

2' - 6"

4' - 0"

F3

/4

10.44 5.12

8.04A

8.04A

B

7.3

D320A

D321A

3/8"

3/8"

1"

1/8"

1"

3/8"

3/8"

1/8"

3/8"

3/8"

1/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

3/8"

5/8"

1/8"

5/8"

3/8" 3/8"

1/8"

1/8"

3/8"

B

8.2

/8

/8

/8

/8

1'-3" 3 3/8"

5 1/4"

8'-6 1/4"

D321

D

A

D322

/8

/8

2'-1 1/4" 4'-4"

1'-1 1/2"

2'-11 1/8"

P8PS3

FS3

F3

PS6

P3

F2

FS3

PS3

TLT./SHWR

D322A

F2

F3

P3

P3 2' - 6" 8.04A

B

8.2

D322A

5/8"

1/8"

3/8"

5/8"

3/8"

3/8"

3/8" 1/8"

3/8"

3/8"

3/8"

3/8"

1/8"

3/8"

B

9.1

/2

/8

/4

/4

/4

/4

/8

D324

D324A

D

A

D323

/8

/8

PS3

7'-6 3/8" 3'-5 3/8"

9 1/8" 1'-9 3/8" 4'-4" 3'-4"

PS3

F2

P8

PS3

PS3

F3

P3

TLT./SHWR

D324A

PT TLT.

D323A

PS3

AI706

32 30

AI70637

F3

P3

FS3

9 1/8"

6' - 0 1/2" 3' - 10 1/2"

PS6

PS6

P3

F2

PS3

FS3

/8

B

9.1

D324A

D323A

1/8"

3/8"

3/8"

5/8"

3/8"

3/8"

5/8"

5/8"

5/8"

5/8"

5/8"

1/8"

5/8"

3/8"

3/8"

3/8"

3/8"

1/8"

1/8"

3/8"

3/8"

3/8"

3/8"

1/8"

5/8"

3/8"

5/8"

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE403

ENLARGED PLANS - PATIENT TOILETS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

1/4" = 1'-0"

ENLARGED - A315A TLT.

1/4" = 1'-0"

A315A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - A314A TLT.

1/4" = 1'-0"

A314A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - A313A TLT.

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.12 3'-6" PARTIAL HEIGHT WALL

5.54 FLOOR EXPANSION JOINT ASSEMBLY, REF. SPEC

5.58 WALL EXPANSION JOINT ASSEMBLY, REF. SPEC

8.04A 16"X16" NON-RATED PLUMBING ACCESS PANEL

8.04B 12"X12" NON-RATED PLUMBING ACCESS PANEL

10.44 FIRE EXTINGUISHER CABINET

1/4" = 1'-0"

A313A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D304A TLT.

1/4" = 1'-0"

D304A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D306A & A308A TLT.

1/4" = 1'-0"

D306A & A308A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D310A TLT.

1/4" = 1'-0"

D310A TLT. - SLOPED FLOOR

1/4" = 1'-0"

D312A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D312A TLT.

1/4" = 1'-0"

ENLARGED - D320A & D321A TLT.

1/4" = 1'-0"

D320A & D321A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D322A TLT.

1/4" = 1'-0"

D322A TLT. - SLOPED FLOOR

1/4" = 1'-0"

ENLARGED - D323A & D324A TLT.

1/4" = 1'-0"

D323A & D324A TLT. - SLOPED FLOOR

A. REF. SPECIFICATION SECTION 13 05 41 "SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS" FOR BRACING REQUIREMENTS FOR CEILINGS AND LIGHTING

FIXTURES

GENERAL RCP NOTES

TLT./SHWR

A313A

8' - 10"

AE501

5' - 6"

11.73

8' - 10"5' - 6"7' - 2"

TLT./SHWR

A314A

AE501

AE501

11.73

TLT./SHWR

A315A

8' - 10"

5' - 6"

7'

2"

AE501

AE501

11.73

TLT./SHWR

A316A

8' - 10"

5' - 6"7' - 2"

AE501

AE501

11.73

AE501

8' - 10"

5' - 6"7' - 2"

TLT./SHWR

A317A

AE501

AE501

11.73

TLT./SHWR

D319A

TLT./SHWR

A318A

8' - 10"

5' - 6"

8' - 10"

5' - 6"

AE501

AE501

11.73

11.73

AE501

TLT./SHWR

D320A

TLT./SHWR

D321A

11.73

11.73

8' - 10" 5' - 6"

7'

2"

8' - 10"

AE501

AE501

5' - 6"

AE501

TLT./SHWR

D322A

8' - 10"

5' - 6" 7' - 2"

AE501

AE501

11.73 PT TLT.

D323A

TLT./SHWR

D324A

11.73

11.73

8' - 10"

5' - 6"

8' - 10"

5' - 6"

7' - 4"

AE501

AE501

AE501

TLT./SHWR

A311A

8' - 10"

5' - 6"

AE501

11.73

TLT./SHWR

A309A

TLT./SHWR

A307A 11.73

11.73

AE501

AE501

8' - 10"

8' - 10"

5' - 6" 5' - 6"

7' - 4"7' - 4"

AE501

TLT./SHWR

A305A

NURSE

A328

8' - 10"

5' - 6"

AE501

AE501

11.73

AE501

5.55

TLT./SHWR

D312A

11.73

8' - 10"

7' - 4"

5' - 6"

AE501

AE501

TLT./SHWR

D310A

/8

11.73

AE501

5' - 6"

8' - 10"

/4

TLT./SHWR

D306A TLT./SHWR

D308A

8' - 10"

8' - 10"

5' - 6" 5' - 6"

7' - 4" 7' - 4"

AE501

AE501

AE501

________ 11.73

11.73

TLT./SHWR

D304A

11.73

8' - 10"

5' - 6"

7' - 4"

7' - 0"

AE501

AE501

TLT./SHWR

A302A

TLT./SHWR

A303A

11.73

11.73

8' - 10"

7' - 4"

7' - 4"

7' - 4"

8' - 10"

5' - 6"

5' - 6"

AE501

AE501

AE501

AE501

AE501

TLT./SHWR

A301A

AE501

8' - 10"

5' - 6"

11.73

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE410

ENLARGED RCP - PATIENT TOILETS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

KEYNOTES

KEY VALUE KEYNOTE TEXT

5.55 CEILING EXPANSION JOINT ASSEMBLY, REF. SPEC

11.73 CEILING MOUNTED PATIENT LIFT SYSTEM1/4" = 1'-0"

ENLARGED RCP - A313A TLT.

1/4" = 1'-0"

ENLARGED RCP - A314A TLT.

1/4" = 1'-0"

ENLARGED RCP - A315A TLT.

1/4" = 1'-0"

ENLARGED RCP - A316A TLT.

1/4" = 1'-0"

ENLARGED RCP - A317A TLT.

1/4" = 1'-0"

ENLARGED RCP - A318A & D319A TLT.

1/4" = 1'-0"

ENLARGED RCP - D320A & D321A TLT.

1/4" = 1'-0"

ENLARGED RCP - D322A TLT.

1/4" = 1'-0"

ENLARGED RCP - D323A & D324A TLT.

1/4" = 1'-0"

ENLARGED RCP - A311A TLT.

1/4" = 1'-0"

ENLARGED RCP - A307A & A309A TLT.

1/4" = 1'-0"

ENLARGED RCP - A305A TLT.

1/4" = 1'-0"

ENLARGED RCP - D312A TLT.

1/4" = 1'-0"

ENLARGED RCP - D310A TLT.

1/4" = 1'-0"

ENLARGED RCP - D306A & D308A TLT.

1/4" = 1'-0"

ENLARGED RCP - D304A TLT.

1/4" = 1'-0"

ENLARGED RCP - A302A & A303A TLT.

1/4" = 1'-0"

ENLARGED RCP - A301A TLT.

VARIES REF.

CEILING PLAN

SUSPENDED ACOUST. CLG.

SYSTEM - REF. PLANS

VARIES REF.

CEILING PLAN

VARIES REF.

CEILING PLAN

3 5/8" MTL. STUD FRAMING

@ 16" O.C. MIN. UNLESS

NOTED OTHERWISE

SUSPENDED ACOUST. CLG.

SYSTEM - REF. PLANS

5/8" GYP. BD. BULKHEAD

ON 3 5/8" MTL. STUD

FRAMING @ 16" O.C.

M

IN

VARIES REF.

CEILING PLAN

GYP. BD. ON MTL. STUDS -

REF. PART. SCHED.

GYP. BD. SOFFIT ON

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

SUSPENDED ACOUST. CLG.

SYSTEM - REF. PLANS

WHEN SOFFIT OCCURS AT

MILLWORK VERIFY DEPTH WITH

MILLWORK DETAIL

REF. PLAN

3 5/8" MTL. STUD FRAMING

@ 16" O.C. MIN. UNLESS

NOTED OTHERWISE

VARIES REF.

CEILING PLAN

GYP. BD. TO CONT. UP

TO DECK @ RATED &

SOUND PARTITIONS -

REF. PART. SCHED.

5/8" GYPSUM

WALLBOARD

BATT INSULATION

SEALANT

SEALANT

MTL STUD FRAMING, SEE

PLAN FOR WALL TYPE

STEEL STUD

5/8" GYPSUM

WALLBOARD

STEEL STUD

FEC CABINET

VARIES REF.

CEILING PLAN

GYP. BD. ON MTL. STUDS -

REF. PART. SCHED.

GYP. BD. SOFFIT ON

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

WHEN SOFFIT OCCURS AT

MILLWORK VERIFY DEPTH WITH

MILLWORK DETAIL

REF. PLAN

3 5/8" MTL. STUD FRAMING

@ 16" O.C. MIN. UNLESS

NOTED OTHERWISE

VARIES REF.

CEILING PLAN

GYP. BD. TO CONT. UP

TO DECK @ RATED &

SOUND PARTITIONS -

REF. PART. SCHED.

GYP. BD. SOFFIT ON

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

REF. PLAN

3 5/8" MTL. STUD CROSS

BRACING @ 4'-0" O.C.

SUSP. ACOUSTICAL CLG.

SYSTEM - REF. PLANS

VARIES REF.

CEILING PLAN

VARIES REF.

CEILING PLAN

SUSP. ACOUSTICAL CLG.

SYSTEM - REF. PLANS

VARIES REF.

CEILING PLAN

VARIES REF.

CEILING PLAN

M

IN

3 5/8" MTL. STUD FRAMING @ 16" O.C.

MIN. UNLESS NOTED OTHERWISE

5/8" GYP. BD. SOFFIT ON 3

5/8" MTL. STUD FRAMING

@ 16" O.C.

3 5/8" MTL. STUD CROSS

BRACING @ 4'-0" O.C.

3 5/8" MTL. STUD FRAMING

@ 16" O.C. MIN. UNLESS

NOTED OTHERWISE

REF. PLAN

M

IN

REF. PLAN

3RD LEVEL

26' - 5 1/4"

1 1/2" SOLID SURFACE SHELF

W/ EASED EDGE

(4) 3/8" ANCHOR BOLTS

UP-SWING GRAB BAR

WALL TILE

5/8" G.W.B

3 5/8" MTL. STUD FRAMING

@ 16" O.C.

TS 6x2x1/4" WELDED TO BOT

PLATE W/ 3/16" WELD

12"x4"x1/4" STL PLATE

5/8" EXP. BOLTS FOR CONC.

REF.

CEILING PLAN

TILE, REF. INTERIOR

ELEVATIONS & FINISH PLANS

12"x4"x1/4" STL PLATE

TS 6x2x1/4" WELDED TO

BOT PLATE W/ 3/16" WELD

5/8" EXP. BOLTS FOR CONC.

WALL TILE

MOUNTING BRACKET

UP-SWING GRAB BAR

GRAB BAR

5/8" G.W.B

SUPPORT MTL STUD

FASTEN AT BOTH ENDS W/

MIN. 4 TAPPING SCREWS

A. REF. SPECIFICATION SECTION 13 05 41 "SEISMIC RESTRAINT REQUIREMENTS FOR NON-

STRUCTURAL COMPONENTS" FOR BRACING REQUIREMENTS FOR CEILINGS AND LIGHTING

FIXTURES

GENERAL RCP NOTES

VARIES REF.

CEILING PLAN

GYP. BD. ON MTL. STUDS -

REF. PART. SCHED.

GYP. BD. SOFFIT ON

3 5/8" MTL. STUD

FRAMING @ 16" O.C.

SUSPENDED ACOUST. CLG.

SYSTEM - REF. PLANS

WHEN SOFFIT OCCURS AT

MILLWORK VERIFY DEPTH WITH

MILLWORK DETAIL

REF. PLAN

3 5/8" MTL. STUD FRAMING

@ 16" O.C. MIN. UNLESS

NOTED OTHERWISE

VARIES REF.

CEILING PLAN

GYP. BD. TO CONT. UP

TO DECK @ RATED &

SOUND PARTITIONS -

REF. PART. SCHED.

ANCHOR PER

SUPPLIER TYP.

4 5/8"

3 1/8"

2"

1 5/16"

/8

2 HR FIRESTOP/

EXPANSION JOINT,

REPLACE ANY EXISTING

FLOOR EXPANSION JOINT

ASSEMBLY, REF. SPEC

FLOOR DECK. REF. STRUCT.

FINISH FLOOR, REF. INTERIOR

2"1 1/16" 1 1/16"

1 5/8"

4 1/8" TAPE/ FEATHER

IN FIELD

ANCHOR PER

SUPPLIER TYP.

5/8" GYPSUM BOARD, TYPE

"X"

5/8" GYPSUM BOARD, TYPE

"X"

SEE PLAN FOR

WALL TYPE

EXPANSION JOINT COVER,

REF. SPEC

2"1 1/16" 1 1/16"

1 5/8"

4 1/8" TAPE/ FEATHER

IN FIELD

ANCHOR PER

SUPPLIER TYP.

5/8" GYPSUM BOARD, TYPE

"X"

5/8" GYPSUM BOARD, TYPE

"X"

SEE PLAN FOR

WALL TYPE

EXPANSION JOINT COVER,

REF. SPEC

2 7/8" 2" 2 7/8"

WALL TILE, REFERENCE

COLOR SCHEDULE KEY

ANCHOR PER

SUPPLIER TYP.

SEE PLAN FOR

WALL TYPE

7 3/4"

/2

2 3/8"

MOISTURE RESISTANT

GYPSUM BOARD, REF. SPEC

EXPANSION JOINT

COVER, REF. SPEC

EXPANSION JOINT

COVER, REF. SPEC

TAPE/ FEATHER IN FIELD

4TH LEVEL

39' - 1 1/4"

M

IN8

EXISTING ROOF ASSEMBLY

EXP. BOLTS FOR CONC.

STEEL TUBE POST, REF STRUCTURAL

NEW FULLY ADHERED EPDM

MEMBRANE, OVERLAPPING EXISTING

METAL GRATE TREADS

METAL STRINGER WELDED TO

STEEL POST

NEW TAPERED POLYISO

INSULATION

NEW 1/2" COVER BOARD

NEW VAPOR BARRIER

SEAMING/TERMINATION ADHESIVE

PER MEMBRANE SUPPLIER

1/4" CAP PLATE

REF. STRUCT.

METAL PIPE GUARDRAIL

/HANDRAIL

EQ EQ

T Y

P

1/2" 1

DOOR PANEL, REF. SECHDULE

DOOR THRESHOLD SET IN SEALANT

METAL GRATE LANDING

EXISTING WALL ASSEMBLY

PREFINISHED METAL FLASHING

METAL STRINGER WELDED TO

STEEL POST, REF. STRUCT.

1/4" CAP PLATE

REF. STRUCTURAL

REF. STRUCT. REF. STRUCTURAL

NEW FULLY ADHERED EPDM

MEMBRANE, OVERLAPPING EXISTING

BATT INSULATION

NEW EQUIPMENT

EXISTING ROOF STRUCTURE

WRAP EPDM OVER CURB TOP

SEAMING/TERMINATION ADHESIVE

PER MEMBRANE SUPPLIER

A B

O V

E C

O V

E R

B O

A R

D

M

IN

NEW VAPOR BARRIER

NEW EQUIPMENT CURB

3/4" PLYWOOD

6" METAL RUNNER CHANNEL

4TH LEVEL

39' - 1 1/4"

NEW FULLY ADHERED EPDM

MEMBRANE, OVERLAPPING EXISTING

BATT INSULATION

NEW EQUIPMENT

EXISTING ROOF STRUCTURE

WRAP EPDM OVER CURB TOP

SEAMING/TERMINATION ADHESIVE

PER MEMBRANE SUPPLIER

'-8

NEW VAPOR BARRIER

NEW EQUIPMENT CURB

3/4" PLYWOOD

6" METAL RUNNER CHANNEL

4TH LEVEL

39' - 1 1/4"

EXISTING FLOOR

ASSEMBLY

EXP. BOLTS FOR

CONC. REF. STRUCT.

METAL GRATE

LANDING AND TREADS

VARIES REF.

CEILING PLAN

SUSPENDED ACOUST. CLG.

SYSTEM - REF. PLANS

VARIES REF.

CEILING PLAN

4"

LED STRIP - REF. ELEC.

LED LENS - REF. ELEC.

5/8" GYP. BD ON SUSPENDED

DRYWALL CEILING SYSTEM.

2" AXIOM TRANSITIONS TRIM OR

EQUAL

OMAHA | LINCOLN | COLORADO SPRINGS | SIDNEY

FARRIS ENGINEERING

farris-usa.com

FE#:202054

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg.Revisions: Date

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

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

117 PIERCE ST, SUITE 110

SIOUX CITY, IOWA 51101

712.252.4014

142 N. MOSLEY ST.

WICHITA, KANSAS 67202

316.262.2500

303 S. TOPEKA

WICHITA, KANSAS 67202

316.262.2691

AE501

DETAILS

RELOCATE MEDICAL WARD

FOR PATIENT PRIVACY

800 HOSPITAL DRIVE COLUMBIA, MO 65201

07-26-2021

589A4-21-100

FINAL CONSTRUCTION DOCUMENTS

AuthorChecker

1 1/2" = 1'-0"

DETAIL @ AT/GYP/AT BULKHEAD

1 1/2" = 1'-0"

DETAIL @ GYP SOFFIT & AT

3/4" = 1'-0"

SECTION @ FE CABINET

1 1/2" = 1'-0"

TYP GYP SOFFIT @ GYP CEILING

1 1/2" = 1'-0"

SOFFIT DETAIL

1 1/2" = 1'-0"

UP-SWING GRAB BAR @ NICHE & SHELF

1 1/2" = 1'-0"

UP-SWING GRAB BAR

1 1/2" = 1'-0"

DETAIL @ GYP SOFFIT & AT OFFSET

6" = 1'-0"

EXPANSION JOINT - INT FLOOR

6" = 1'-0"

EXPANSION JOINT - INT GYP CEILING

6" = 1'-0"

EXPANSION JOINT - INT WALL

6" = 1'-0"

EXPANSION JOINT - INT WALL TILE

1 1/2" = 1'-0"

STAIRS TO ROOF ATTACHMENT

1 1/2" = 1'-0"

EXT. DOOR THRESHOLD @ ROOF ACCESS

1 1/2" = 1'-0"

DETAIL @ FLAT ROOF - MECH. CURB

1 1/2" = 1'-0"

DETAIL @ FLAT ROOF - EXTENTED MECH. CURB

1 1/2" = 1'-0"

STAIRS TO FLOOR ATTACHMENT

1 1/2" = 1'-0"

DETAIL @ CORRIDOR CEILING BUMP UPS

A C E

R E

F S

C H

E D

REF. SCHED.

DB

ALUM. SLIDING DOOR, MANUAL OPERATION TYP.

T

R E

F S

C H

E D

REF. SCHED.

R E

F S

C H

E D

REF. SCHED.

R E

F S

C H

E D

REF. SCHED.

REF. SCHED.

9"

4"

100 SQ. IN. @

FIRE RATED

OPENINGS

GLASS SHALL

BE TYPE MG #1

OR FR #1 AT

RATED DOORS -

REF. SCHED.

STAINLESS STEEL

PROTECTION

PLATE?

8' - 2"

R E

F S

C H

E D

T T

T T

C1

R E

F S

C H

E D

REF. SCHED.

T

9" 9" GLASS SHALL

BE TYPE MG #1

OR FR #1 AT

RATED DOORS -

REF. SCHED.

INTEGRAL

BLINDS

-SEE SPEC

SECTION 088000

GLAZING

R E

F S

C H

E D

REF. SCHED.

REF. SCHED.

T

9"

9"

INTEGRAL

BLINDS

-SEE SPEC

SECTION 088000

GLAZING

AS602

D1

- ALL DOOR FRAME THROAT SIZES TO BE VERIFIED BY CONTRACTOR.

- ALL DOORS TO HAVE 4 HINGES

GENERAL NOTES:

1 2

R E

F S

C H

E D

2"

SCHED.

REF. 2"

SINGLE DOOR

R E

F S

C H

E D

2"

SCHED.

REF.

SCHED.

REF. 2"

DBL. DOOR

AS602

AS602

AS602

AS602

AS602

AS602

SIM

/2

R E

F S

C H

E D

2"

SCHED.

REF. SCHED.

REF. 2"

DBL. UNEVEN

PATIENT TLT. DOOR

EQ. 3" EQ.

NOTCH FOR PATIENT LIFT

TRACK. NOTCH TO HAVE

WELDED ENCLOSURE

AROUND IT'S PERIMETER.

VERIFY SIZE AND

LOCATION W/ LIFT SYSTEM

VENDOR PRIOR TO

FABRICATION11"

LIFT…