Attachment 06 - Set 4_Arch2.pdf

UP

SS

SS S

A

B

C

D

F

H

K

13455'7 68

91011

A-200

A-2002

A-201 2

A-201

INTERSTITIAL

SPACE

STAIRS

A-020

A-020

A-020

A-020

A-020

A-020

/8

/8

27' - 11 1/4"63' - 8"20' - 9 3/8"

/4

17' - 7 1/4"

10' - 4"

104' - 11 3/8"37' - 8 5/8"

E2

E2

E2

E2E2

E2

E2

E2

E2

E2

E2

E2

E2

M3B

/4

/4

24' - 0" 24' - 0" 10' - 0" 14' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

M2AM2A

M2A

M2A

M2A

M2A M2A M2A M2A

M2A M2A M2A M2A

M2A

M2A

ELECTRICAL

1802A

ELECTRICAL

1802B

IN

T

E R

IO

R

D

IM

E N

S

IO

N

ELECTRICAL

1802C

INTERIOR DIMENSION

30' - 11"

IN

T

E R

IO

R

D

IM

E N

S

IO

N

IN

T

E R

IO

R

D

IM

E N

S

IO

N

INTERIOR DIMENSION

6' - 0"

INTERIOR DIMENSION

8' - 6"

B

H25N

M2A

M3A

M3A

M3A

M2A

M2A

M2A

M2A

M3A

M3A

M3E

M3A

M3A

M3A

M2A

A-201 1

09-21

PATIENT ROOM

E2409

PATIENT ROOM

E2410

PATIENT ROOM

E2411

PATIENT ROOM

E2412

PATIENT ROOM

E2413

PATIENT ROOM

E2414

PATIENT ROOM

E2415

PATIENT ROOM

E2416

TLT

E2416A

STORAGE

E2417

CHECK IN

E2441

MED RM

E2440

NURSING

REPORT

E2439

OFFICE

E2438

LOCKER RM

E2437

TLT

E2445

SPACE

E2444

SPACE

E2443

CHECK IN

E2442

VEST

E2426

OFFICE

E2425

OFFICE

E2424

LOCKERS

E2423

TLT

E2422

TLT

E2421A

SLEEP RM

E2421

SLEEP RM

E2420

TLT

E2420A

WAITING

E2419

DEXA

E2419E

SPACE

E2543C

SPACE

E2543B

STAIR

E1415

ELEV

E91

ELEV

E90STORAGE XRAY

E2543

CORRIDOR

E2418

CORRIDOR

E2418

,TYP @ ALL COLUMNS

A-021

A-021

A-200

G

09-35

M3E

FE

FE

F E

FE

1803A 1803B 9

/8

/8

/4

/8

A

3' - 10 7/8"

2' - 10 1/4"

/2

6' - 1 3/8"

/4

/4

2' - 8 5/8"

/4

03-21 03-21

03-21

1802C

D

2.7

10-41

10-41

10-41

10-41

A-600

A-600

03-21

03-21

03-21

03-21

03-2103-21

03-2103-21

03-21

03-21

03-21

03-21

03-2203-22 03-22

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

FLOOR DRAIN

FINISH FLOOR ELEVATION

FLOOR PLAN LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

NEW FLOOR PLAN - 2ND LEVEL

A-100

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

32 138

1/8" = 1'-0"

FLOOR PLAN NEW 2ND LEVEL PLAN

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. 1499.73' = 100'0" FINISH FLOOR GROUND LEVEL

2. SEE CODE PLAN FOR CODE INFORMATION.

3. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL

TYPES.

4. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS SHOWN HALF TONE

FOR CLARITY, SEE FFE PLANS.

5. MECHANICAL, PLUMBING, & ELECTRICAL FIXTURES

SHOWN FOR REFERENCE ONLY, SEE

MECHANICAL/ELECTRICAL DRAWINGS.

6. REFER TO PHASING PLAN FOR AREAS OF WORK

SEQUENCE AND TEMPORARY CONSTRUCTION

PARTITIONS.

ROOM SCHEDULE, SECOND LEVEL

NUMBER NAME

1802 INTERSTITIAL SPACE

1802A ELECTRICAL

1802B ELECTRICAL

1802C ELECTRICAL

1803 STAIRS

E2417 STORAGE

E2418 CORRIDOR

E2419E DEXA

E2420 SLEEP RM

E2421 SLEEP RM

E2421A TLT

E2442 CHECK IN

E2443 SPACE

E2543B SPACE

E2543C SPACE

N

N

PLAN

NORTH

TRUE

NORTH

KEYNOTES:

03-21 HOUSEKEEPING PAD UNDER FLOOR

MOUNTED MECHANICAL EQUIPMENT.

COORDINATE WITH MECHANICAL AND

STRUTURAL DRAWINGS.

03-22 HOUSEKEEPING PAD UNDER FLOOR

MOUNTED ELECTRICAL EQUIPMENT.

COORDINATE WITH ELECTRICAL AND

STRUTURAL DRAWINGS.

09-21 STENCIL GRID NUMBERS ONTO EACH

COLUMN. LETTERING SHALL BE 3" SANS

SERIF CENTERED ON EACH COLUMN, 6'-0"

AFF.

09-35 M6C WALL TYPE INFILL WITHIN EXISTING

WINDOW OPENING. PAINT AND FINISH TO

MATCH EXISTING ADJACENT WALL AREA.

10-41 FIRE EXTINGUISHER BRACKET

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19337 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

karl.person Snapshot

DN

S P

S P

SPSP SPSPSP

S P

S P

S P

S

PSP

SP

S P

SP

S P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S P

S P

SP

S P

SP

S

S

S

A

B

C

D

F

3455'7 68910111213

OFFICE

OFFICE

OPEN

OFFICE/TRAINING

STERILE STG

STERILIZATION

PREP ASSEMBLY

HAC

ANTE

BREAK ROOM

MEN'S LOCKER

WOMEN'S

LOCKER

SCOPE STG

1906B

DECON

MANUAL CART

WASH

CART DRY

SCOPE DROP OFF

H2O

OPEN SPACE

IT

OPEN OFFICE

CORRIDOR

1900A

SCOPE PROC

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

ANTE VENDOR

DROP OFF

A-200

A-2002

A-201 2

A-201

HAC

STAIRS

CART PASS

125' - 2 1/2"

A-021

A-020

Sim

A-021

CONFERENCE

COPIER ROOM

AUTOMATIC

CART WASH

AREA

A-5221

A-5222

A-520

A-521

A-522

A-522

A-521

A-521

A-522

A-300

A-300

WOMEN'S RR

1907B

WOMEN'S RR

1907A

WOMEN'S

SHOWER

1907C

MEN'S SHOWER

1908C

MEN'S RR

1908B

MEN'S RR

1908A

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

M E

C H

C H

A S

E

MECH. CHASE

1902A

MECH. CHASE

1913A

MECH. CHASE

1921A

CORRIDOR

CORRIDOR

1900B

CORRIDOR

A-201 1

EX. CAMERA RM.

E3A-102

STORAGE

E3541H

ELEV

E#10

ELEV

E#9

CORRIDOR

EC3-1

ELEVATOR

LOBBY

E3541J

STAIR

EF

STORAGE

E3541I

EX. DARK RM.

E3A-103

EX. DARK RM.

E3A-104

A-021

3 A-021

A-200

G

SCOPE ANTE

1906A

A-021

A-021

F E

C

FEC

F E

C

FEC

FEC

FEC

A-021

2.7

F

A-402

10-40

10-40

10-40

10-40

10-40

A-403

26-11

F E

C

10-40 A-521

26-11

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

FLOOR DRAIN

FINISH FLOOR ELEVATION

FLOOR PLAN LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:3

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

NEW FLOOR PLAN - 3RD LEVEL

A-101

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

33 138

1/8" = 1'-0"

FLOOR PLAN NEW 3RD LEVEL PLAN

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. 1499.73' = 100'0" FINISH FLOOR GROUND LEVEL

2. SEE CODE PLAN FOR CODE INFORMATION.

3. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL

TYPES.

4. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS SHOWN HALF TONE

FOR CLARITY, SEE FFE PLANS.

5. MECHANICAL, PLUMBING, & ELECTRICAL FIXTURES

SHOWN FOR REFERENCE ONLY, SEE

MECHANICAL/ELECTRICAL DRAWINGS.

6. REFER TO PHASING PLAN FOR AREAS OF WORK

SEQUENCE AND TEMPORARY CONSTRUCTION

PARTITIONS.

7. SEE PARTITION FRAMING DETAILS ON SHEET A-001

ROOM SCHEDULE, THIRD LEVEL

Number Name

1802 INTERSTITIAL SPACE

1802A ELECTRICAL

1802B ELECTRICAL

1802C ELECTRICAL

1803 STAIRS

1900 CORRIDOR

1900A CORRIDOR

1900B CORRIDOR

1901 OPEN SPACE

1902 IT

1902A MECH. CHASE

1903 ANTEROOM, SOILED TRANSITION / DROP-OFF

1904 SCOPE DROP OFF

1905 SCOPE PROC

1906A SCOPE ANTE

1906B SCOPE STG

1907 WOMEN'S LOCKER

1907A WOMEN'S RR

1907B WOMEN'S RR

1907C WOMEN'S SHOWER

1908 MEN'S LOCKER

1908A MEN'S RR

1908B MEN'S RR

1908C MEN'S SHOWER

1909 BREAK ROOM

1910 OPEN OFFICE/TRAINING

1911 ANTE VENDOR DROP OFF

1912 H2O

1913 CART PASS

1913A MECH. CHASE

1914 HAC

1915 DECON

1916 MANUAL CART WASH

1917 AUTOMATIC CART WASH AREA

1918 MECH CHASE

1919 CART DRY

1920 STERILIZATION

1921 STERILE STG

1921A MECH. CHASE

1923 PREP ASSEMBLY

1924 ANTE

1925 HAC

1926 CONFERENCE

1927 OPEN OFFICE

1928 OFFICE

1929 OFFICE

1930 COPIER ROOM

1931 STAIRS

N

N

PLAN

NORTH

TRUE

NORTH

KEYNOTES:

10-40 FIRE EXTINGUISHER CABINET

26-11 PROVIDE WALL BLOCKING AT 72" AFF FOR

FUTURE VA PROVIDED MONITOR.

COORDINATE WITH ELECTRICAL

DRAWINGS FOR POWER/DATA

RECEPTACLES.

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19338 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

DN

P

S P

SPSP SPSPSP

S P

S P

S P

S

PSP

SP

S P

SP

S P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S P

S P

SP

S P

SP

S

S

S

A

B

C

D

F

3455'7 68910111213

OPEN

OFFICE/TRAINING

STERILE STG

STERILIZATION

PREP ASSEMBLY

HAC

ANTE

BREAK ROOM

MEN'S LOCKER

WOMEN'S

LOCKER

SCOPE STG

1906B

DECON

MANUAL CART

WASH

CART DRY

SCOPE DROP OFF

H2O

OPEN SPACE

IT

CORRIDOR

1900A

SCOPE PROC

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

ANTE VENDOR

DROP OFF

A-200.1

A-200.12

A-201.1 2

A-201.1

HAC

STAIRS

CART PASS

125' - 2 1/2"

A-021.1

A-020.1

Sim

A-021.1

SHELL SPACE

AUTOMATIC

CART WASH

AREA

A-5221

A-5222

A-520

A-521

A-522

A-522

A-521

A-521

A-522

A-300

A-300

WOMEN'S RR

1907B

WOMEN'S RR

1907A

WOMEN'S

SHOWER

1907C

MEN'S SHOWER

1908C

MEN'S RR

1908B

MEN'S RR

1908A

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

M E

C H

C H

A S

E

MECH. CHASE

1902A

MECH. CHASE

1913A

MECH. CHASE

1921A

CORRIDOR

CORRIDOR

1900B

CORRIDOR

A-201.1 1

EX. CAMERA RM.

E3A-102

STORAGE

E3541H

ELEV

E#10

ELEV

E#9

CORRIDOR

EC3-1

ELEVATOR

LOBBY

E3541J

STAIR

EF

STORAGE

E3541I

EX. DARK RM.

E3A-103

EX. DARK RM.

E3A-104

A-021.1

3 A-021.1

A-200.1

G

SCOPE ANTE

1906A

A-021.1

A-021.1

F E

C

FEC

F E

C

FEC

FEC

FEC

A-021.1

2.7

F

A-403

10-40

10-40

10-40

10-40

10-40

A-404

26-11

F E

C

10-40 A-521

26-11

SIM.

ALTERNATE

BID #4

ALTERNATE

BID #5

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

FLOOR DRAIN

FINISH FLOOR ELEVATION

FLOOR PLAN LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/1

/2

:4

:3

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

NEW FLOOR PLAN - 3RD LEVEL -

ALTERNATIVE BID #4 & #5

A-101.1

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

33 138

1/8" = 1'-0"

FLOOR PLAN NEW 3RD LEVEL PLAN

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. 1499.73' = 100'0" FINISH FLOOR GROUND LEVEL

2. SEE CODE PLAN FOR CODE INFORMATION.

3. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL

TYPES.

4. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS SHOWN HALF TONE

FOR CLARITY, SEE FFE PLANS.

5. MECHANICAL, PLUMBING, & ELECTRICAL FIXTURES

SHOWN FOR REFERENCE ONLY, SEE

MECHANICAL/ELECTRICAL DRAWINGS.

6. REFER TO PHASING PLAN FOR AREAS OF WORK

SEQUENCE AND TEMPORARY CONSTRUCTION

PARTITIONS.

7. SEE PARTITION FRAMING DETAILS ON SHEET A-001

ROOM SCHEDULE, THIRD LEVEL

Number Name

1802 INTERSTITIAL SPACE

1802A ELECTRICAL

1802B ELECTRICAL

1802C ELECTRICAL

1803 STAIRS

1900 CORRIDOR

1900A CORRIDOR

1900B CORRIDOR

1901 OPEN SPACE

1902 IT

1902A MECH. CHASE

1903 ANTEROOM, SOILED TRANSITION / DROP-OFF

1904 SCOPE DROP OFF

1905 SCOPE PROC

1906A SCOPE ANTE

1906B SCOPE STG

1907 WOMEN'S LOCKER

1907A WOMEN'S RR

1907B WOMEN'S RR

1907C WOMEN'S SHOWER

1908 MEN'S LOCKER

1908A MEN'S RR

1908B MEN'S RR

1908C MEN'S SHOWER

1909 BREAK ROOM

1910 OPEN OFFICE/TRAINING

1911 ANTE VENDOR DROP OFF

1912 H2O

1913 CART PASS

1913A MECH. CHASE

1914 HAC

1915 DECON

1916 MANUAL CART WASH

1917 AUTOMATIC CART WASH AREA

1918 MECH CHASE

1919 CART DRY

1920 STERILIZATION

1921 STERILE STG

1921A MECH. CHASE

1923 PREP ASSEMBLY

1924 ANTE

1925 HAC

1926 SHELL SPACE

1931 STAIRS

KEYNOTES:

10-40 FIRE EXTINGUISHER CABINET

26-11 PROVIDE WALL BLOCKING AT 72" AFF FOR

FUTURE VA PROVIDED MONITOR.

COORDINATE WITH ELECTRICAL

DRAWINGS FOR POWER/DATA

RECEPTACLES.

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19339 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

A

B

C

D

F

H

K

13455'7 68910111213

OFFICE

OFFICE

OPEN

OFFICE/TRAINING

STERILE STG

STERILIZATION

PREP ASSEMBLY

HAC

ANTE

BREAK ROOM

MEN'S LOCKER

WOMEN'S

LOCKER

SCOPE STG

1906B

DECON

MANUAL CART

WASH

CART DRY

SCOPE DROP OFF

H2O

OPEN SPACE

IT

OPEN OFFICE

CORRIDOR

1900A

SCOPE PROC

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

ANTE VENDOR

DROP OFF

HAC

STAIRS

CART PASS

1913 CONFERENCE

COPIER ROOM

AUTOMATIC

CART WASH

AREA

1924A

1924B

1908C1907C

1904B1903B

C50

B

A

B

A

A

A

A

B

A

A

B

E2

E2

E2

E2

E2

E2

E2 E2

E2

E2

E2

E2

E2

E2 M3A

M3A

M3A

M3A

M3A

M3A

M3A

M3AM3A

M6A

M10A

M3A M3A

M10A

M6AM6A

M10A

M6A

M8A

M6AM3A

M6A

M3A

M3A

M10A

M3A M3A

M3A

M3A

M6A M3A

M3A

M3A

M3C

M3A

M3A

M6A

M6A

M3A

M3A

M3AM6A

24' - 0" 87' - 8" 27' - 11 1/4"

/8

/8

17' - 7 1/4"

10' - 4"

104' - 11 3/8"37' - 8 5/8"

1' - 3 3/4"

17' - 5 7/8" . 15' - 3 3/4" 1' - 0" 14' - 1 1/4" . 13' - 8 5/8" . 6' - 2 1/8" . 9' - 0 1/4" 11' - 0 1/8" . 9' - 0 1/4" . 6' - 2 5/8" . 30' - 6 1/8" 1' - 0"

/4

/4

/4

/4

/4

/8

/2

/4

/8

/4

/4

1' - 0" 17' - 1 1/4" . 5' - 4 3/4"

1' - 0"

34' - 10" . 51' - 6 3/8"

20' - 11 1/2"8' - 0"76' - 0"19' - 4 5/8"6' - 0"

/8

/8

/8

/8

/4

3' - 0"6' - 0"

1' - 4"

12' - 4"

15' - 10" @ 1st Floor

16' - 10"

/2 s t

/4

/4

/4

/4

/4

/8

17' - 1 1/4" . 7' - 8 3/4"

2' - 3 1/8"

C

B

D

E

A

D

D

D

D

C

M3A M3A

24' - 0" 1' - 4" 9' - 4" 3' - 0" 10' - 4" 24' - 0" 24' - 0" 10' - 0" 14' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0"

WOMEN'S RR

1907B

WOMEN'S RR

1907A

MEN'S RR

1908A

MEN'S RR

1908B

WOMEN'S

SHOWER

1907C

MEN'S SHOWER

1908C

M6C M6C

M8A

M6C

M6A

M3A

M3C

M3C

M6C

M3A

M3A

CORRIDOR

1900B

M2A

M3C

M E

C H

C H

A S

E

M3C

M6C

M3C

M3A

1911B

B

M6A

M2A

EX. DARK RM.

E3A-104

EX. DARK RM.

E3A-103

EX. CAMERA RM.

E3A-102

STORAGE

E3541H

CORRIDOR

EC3-1

ELEV

E#10

ELEV

E#9 ELEVATOR

LOBBY

E3541J STORAGE

E3541I

STAIR

EF

G

2' - 8 1/4"

5' - 2 3/8" 19' - 7 3/4"

8' - 2 1/4"

9' - 11 3/4"

2' - 3 5/8"

2' - 0 1/8" 3' - 1 7/8"

5' - 7 1/8"

2' - 7 1/2"

4' - 0"

2' - 7 1/2"

4' - 0"

2' - 7 1/2"

10' - 9 1/4" 8' - 4 7/8" 10' - 6 3/4"

/8

/8

/8

/8

/4

/8

/8

/2

/8

/4

/8

14' - 11 3/4"13' - 4 1/4"2' - 8 1/4" 4' - 0 3/8"

3' - 2 1/4"6' - 8"2' - 7 7/8"11' - 2 1/2"2' - 3"7' - 9 1/4"2' - 1" 4' - 7 1/8"

5' - 5 3/8" 3' - 1 1/4" 5' - 10"18' - 0 1/2"3' - 6"2' - 8 7/8"

3' - 6" 2' - 11 1/4"9' - 8"

10' - 6 3/4"8' - 4 7/8"52' - 6 3/8"33' - 3 1/2"5' - 11 5/8"4' - 6 1/2"

1' - 10 7/8"

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

A-521

A-520

/8

D

D

M6A

M6A

/4

/8

/8

/2

1' - 9"

/8

A

SCOPE ANTE

1906A

M3C

M3A

M3C

M3C

M2A

M2A

M2A

M2A

M2A

M2A

M3C

/4

2' - 8 5/8"

M3C

/8

2' - 8 5/8"

/8

/4

/4

7' - 1 1/4"

/4

/8

/8

/8

/8

2.7

F

M6A M3C

2' - 8"

M8A

M8B

M6A

M2A

M2A

9' - 4" 6" 9' - 6" 6"

M3A

/4

/8

M3C

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

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

FLOOR DRAIN

DEPRESSED CONCRETE SLAB AREA.

SEE STRUCTURAL DRAWINGS; SEE

SHEET A401. COORDINATE WITH

EQUIPMENT DRAWINGS.

FINISH FLOOR ELEVATION

FLOOR PLAN LEGEND:

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:3

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

DIMENSION PLAN 3RD LEVEL

A-103

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

34 138

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS ARE FACE OF STUD OR FACE OF

MASONRY UNLESS NOTED OTHERWISE. AT

PARTITION WALLS, DIMENSIONS ARE TO ONE SIDE OF

WALL.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH.

CONTRACTOR TO COORDINATE ROUGH OPENING

DIMENSIONS AS REQUIRED.

3. SEE ENLARGED AREA PLANS FOR WALL TYPE

INDICATIONS AND DIMENSIONS.

1/8" = 1'-0"

DIMENSION PLAN 3RD FLOOR

N

N

PLAN

NORTH

TRUE

NORTH

GENERAL NOTES:

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19340 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

C

C DE

D

OS OS

OS

OS

OSOSOSOSOSOS

OS OS OS OS OS OS

OSOSOSOSOSOS

OS OS OS OS OS

OS

OS

OS

OS

OS

OSOS

OS

OSOS

OS

OS

SS

SS S

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

A

B

C

D

F

13455'7 68910111213

A-200

A-2002

A-201

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

O.T.S.

O.T.S.

O.T.S.

O.T.S.

O.T.S.

INTERSTITIAL

SPACE

ELECTRICAL

1802A

ELECTRICAL

1802B

ELECTRICAL

1802C

O.T.S.

O.T.S.

PATIENT ROOM

E2409

PATIENT ROOM

E2410

PATIENT ROOM

E2411

PATIENT ROOM

E2412

PATIENT ROOM

E2413

PATIENT ROOM

E2414

PATIENT ROOM

E2415

PATIENT ROOM

E2416

TLT

E2416A

STORAGE

E2417

CHECK IN

E2441

MED RM

E2440NURSING

REPORT

E2439

OFFICE

E2438

LOCKER RM

E2437

TLT

E2445

SPACE

E2444 SPACE

E2443

CHECK IN

E2442

VEST

E2426

OFFICE

E2425

OFFICE

E2424

LOCKERS

E2423

TLT

E2422

TLT

E2421A

TLT

E2420A

SLEEP RM

E2421

SLEEP RM

E2420

CORRIDOR

E2418

DEXA

E2419E

WAITING

E2419

STORAGE XRAY

E2543

ELEV

E90

ELEV

E91 SPACE

E2543B

SPACE

E2543C

STAIR

E1415

STAIRS

PATIENT ROOM

E2407

PATIENT ROOM

E2408

NUTRIT RM

E2435

JAN

E2436

SOILED UTILITY

E2446

CLEAN UTILITY

E2447

TLT

E2427

CONFERENCE

ROOM

E2328

OFFICE

E2530A

CONFERENCE

ROOM

E2544

ULTRASOUND

E2542

OFFICE

E2540

OFFICE

E2537

VIEWING ROOM

E2546

Room

E2560

XRAY

E2562

A-200

G

A-610

22.7

GYPSUM BOARD - PAINTED, SEE FINISH

SCHEDULE, AND SPECIFICATIONS

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

STRUCTURAL BEAM, PAINTED SEE

STRUCTURAL

CEILING HEIGHTHEIGHT

1X4 CEILING LIGHT

FIXTURE

SUSPENDED LIGHT

FIXTURE

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

HVAC DIFFUSER

HVAC EXHAUST

HVAC RETURN DUCT

EMERGANCY SUSPENDED

LIGHT FIXTURE

OCCUPANCY SENSOR

OPEN TO STRUCTURE ABOVEO.T.S.

INTERSTITIAL REFLECTED

CEILING LEGEND:

OS

c CAMERA

FLOOR SINK

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:1

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

REFLECTED CEILING PLAN - 2ND LEVEL

A-110

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

35 138

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

2. REFER TO A0.00 AND A1.01FOR PARTITION TYPES.

3. SPRAY APPLIED FIREPROOFING AT ALL EXPOSED

STEEL STRUCTURE, INCLUDING UNDERSIDE OF

OVERHEAD METAL DECK. NOT SHOWN IN REFLECTED

CEILING PLAN FOR CLARITY, SEE DETAILS.

1/8" = 1'-0"

RCP - Level 2 N

N

PLAN

NORTH

TRUE

NORTH

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19341 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

P

S P

SPSP SPSPSP

S P

S P

S P

S

PSP

SP

S P

SP

S

P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S P

S P

SP

S P

SP

S

S

S

A

B

C

D

F

3455'7 68910111213

IT

SCOPE STG

1906B

WOMEN'S

LOCKER

MEN'S LOCKER

BREAK ROOM

OPEN

OFFICE/TRAINING

OPEN OFFICE

OFFICE

OFFICE

STERILE STG

STERILIZATION

CART DRY

MANUAL CART

WASH

PREP ASSEMBLY

ANTE

HAC

DECON

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

SCOPE DROP OFF

OPEN SPACE

ANTE VENDOR

DROP OFF

CART PASS

H2O

CORRIDOR

1900A

SCOPE PROC

CONFERENCE

COPIER ROOM

HAC

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

STAIRS

9' - 0"

9' - 0"

9' - 0"

O.T.S.

WOMEN'S RR

1907B

MEN'S RR

1908B

MEN'S RR

1908A

MEN'S SHOWER

1908C

WOMEN'S

SHOWER

1907C

WOMEN'S RR

1907A

9' - 0"

9' - 0"

9' - 0"

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

A-112

A-112

A-112

AUTOMATIC

CART WASH

AREA

A-112

9' - 0"9' - 0" 9' - 0"9' - 0"

9' - 0"

O.T.S.

9' - 0"

CORRIDOR

1900B

9' - 0"

9' - 0"

9' - 0"

9' - 0"

SCOPE ANTE

1906A

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

STAIR

EF

STORAGE

E3541I

ELEVATOR

LOBBY

E3541J

ELEV

E#9

ELEV

E#10

CORRIDOR

EC3-1

STORAGE

E3541H

EX. CAMERA RM.

E3A-102

EX. DARK RM.

E3A-103

EX. DARK RM.

E3A-104

9' - 0"

F

G

A-500

A-500

08-31

10-17 10-17

A-112

2.7

O.T.S.

O.T.S.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

GYPSUM BOARD - PAINTED, SEE FINISH

SCHEDULE, AND SPECIFICATIONS

ACT1 - ACOUSTICAL CEILING TILE. SEE

FINISH SCHEDULE, SEE SPECIFICATIONS

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

CEILING HEIGHTHEIGHT

2X4 CEILING LIGHT

FIXTURE

HVAC-SUPPLY, SEE

MECHANICAL

HVAC-EXHAUST, SEE

MECHANICAL

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

HVAC EXHAUST

EXIT SIGN

2'-0"X2'-0" STAINLESS STEEL ACCESS PANEL,

SEE SPECIFICATIONS

OPEN TO STRUCTURE ABOVEO.T.S.

FULL HEIGHT SOUND RATED PARTITIONS;

PROVIDE ACOUSTIC BATT INSULATION;

SEAL ALL PENETRATIONS AND JOINTS.

MINIMUM STC 45.

REFLECTED CEILING

LEGEND:

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

REFLECTED CEILING PLAN - 3RD LEVEL

A-111

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

36 138

1/8" = 1'-0"

RCP - Level 3

GENERAL NOTES:

KEYNOTES:

08-31 ACCESS PANEL

10-17 CUBICLE CURTAIN AND TRACK, SEE SPECIFICATION.

SHEET SPECIFIC NOTES:

1. ALL CEILING HEIGHTS ARE 9'-0" AFF UNLESS NOTED

OTHERWISE.

2. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

3. REFER TO A0.00 AND A1.01FOR PARTITION TYPES.

N

N

PLAN

NORTH

TRUE

NORTH

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19342 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

P

S P

SPSP SPSPSP

S P

S P

S P

S

PSP

SP

S P

SP

S

P

SP SPSP SP SP SP SP SP SP SP SP SP SP SP SP

S P

S P

S P

S P

S P

S P

S P

S P

S P

SP

S P

SP

S

S

S

A

B

C

D

F

3455'7 68910111213

IT

SCOPE STG

1906B

WOMEN'S

LOCKER

MEN'S LOCKER

BREAK ROOM

OPEN

OFFICE/TRAINING

STERILE STG

STERILIZATION

CART DRY

MANUAL CART

WASH

PREP ASSEMBLY

ANTE

HAC

DECON

ANTEROOM,

SOILED

TRANSITION /

DROP-OFF

SCOPE DROP OFF

OPEN SPACE

ANTE VENDOR

DROP OFF

CART PASS

H2O

CORRIDOR

1900A

SCOPE PROC

SHELL SPACE

HAC

9' - 0" 9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

STAIRS

9' - 0"

9' - 0"

9' - 0"

O.T.S.

WOMEN'S RR

1907B

MEN'S RR

1908B

MEN'S RR

1908A

MEN'S SHOWER

1908C

WOMEN'S

SHOWER

1907C

WOMEN'S RR

1907A

9' - 0"

9' - 0"

9' - 0"

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

A-112

A-112

A-112

AUTOMATIC

CART WASH

AREA

A-112

9' - 0"9' - 0" 9' - 0"9' - 0"

9' - 0"

O.T.S.

9' - 0"

CORRIDOR

1900B

SCOPE ANTE

1906A

9' - 0"

9' - 0"

9' - 0" 9' - 0"

9' - 0"

STAIR

EF

STORAGE

E3541I

ELEVATOR

LOBBY

E3541J

ELEV

E#9

ELEV

E#10

CORRIDOR

EC3-1

STORAGE

E3541H

EX. CAMERA RM.

E3A-102

EX. DARK RM.

E3A-103

EX. DARK RM.

E3A-104

9' - 0"

F

G

A-500.1

A-500.1

08-31

10-17 10-17

A-112

2.7

O.T.S.

O.T.S.

O.T.S.

O.T.S.

A-311.1

ALTERNATE

BID #4

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

GYPSUM BOARD - PAINTED, SEE FINISH

SCHEDULE, AND SPECIFICATIONS

ACT1 - ACOUSTICAL CEILING TILE. SEE

FINISH SCHEDULE, SEE SPECIFICATIONS

LIMITS OF PROJECT/CONSTRUCTION

UNDER THIS CONTRACT.

CEILING HEIGHTHEIGHT

2X4 CEILING LIGHT

FIXTURE

HVAC-SUPPLY, SEE

MECHANICAL

HVAC-EXHAUST, SEE

MECHANICAL

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

HVAC EXHAUST

EXIT SIGN

2'-0"X2'-0" STAINLESS STEEL ACCESS PANEL,

SEE SPECIFICATIONS

OPEN TO STRUCTURE ABOVEO.T.S.

FULL HEIGHT SOUND RATED PARTITIONS;

PROVIDE ACOUSTIC BATT INSULATION;

SEAL ALL PENETRATIONS AND JOINTS.

MINIMUM STC 45.

REFLECTED CEILING

LEGEND:

6"X4 CEILING LIGHT

FIXTURE

2X4 CEILING LIGHT

FIXTURE

V.A. SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

2-HOUR FIRE SMOKE BARRIER

1-HOUR FIRE SMOKE BARRIER

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/1

/2

:4

:4

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

REFLECTED CEILING PLAN - 3RD LEVEL

- ALTERNATIVE BID #4

A-111.1

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

36 138

1/8" = 1'-0"

RCP - Level 3

GENERAL NOTES:

KEYNOTES:

08-31 ACCESS PANEL

10-17 CUBICLE CURTAIN AND TRACK, SEE SPECIFICATION.

SHEET SPECIFIC NOTES:

1. ALL CEILING HEIGHTS ARE 9'-0" AFF UNLESS NOTED

OTHERWISE.

2. CEILING FIXTURES SHOWN FOR REFERENCE ONLY,

SEE MECHANICAL / ELECTRICAL DRAWINGS.

3. REFER TO A0.00 AND A1.01FOR PARTITION TYPES.

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19343 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

HANGER WIRE

SUSPENSION SYSTEM,

SEE SPECIFICATION

ACOUSTICAL CEILING TILE,

SEE SPECIFICATION

CONTINUOUS PERIMETER TRIM, SEE SPECIFICATION

SEE FLOOR PLAN AND WALL TYPES

SEE RCP

FOR HEIGHT

SUSPENSION SYSTEM,

SEE SPECIFICATION

ACOUSTICAL CEILING TILE,

SEE SPECIFICATION

CONTINUOUS PERIMETER TRIM,

SEE SPECIFICATION

SEE RCP

FOR HEIGHT

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

4" SOUND ATTENUATION / ACOUSTIC

BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

HANGER WIRE

ANGLE MOLDING

STEEL STUD 12# HANGER WIRE

CEILING SUSPENSION

SYSTEM, PER

MANUFACTURES

RECOMMENDATIONS/

INSTRUCTIONS

STEEL HAT CHANNEL

AT 24" O.C.

5/8 GYPSUM BOARD CEILING

FINISH, SEE SCHEDULE

TAPE/SEAL ALL JOINTS AND PERIMETER

WHERE SMOKE PARTITION IS REQUIRED

SEE RCP

FOR HEIGHT

SECURE STRAPS TO METAL DECK RIB AS RECOMMENDED

BY CEILING MANUFACTURER TO MEET CEILING LOADS.

CEILING CLIP 3/4" X 13 GA.

VERTICAL HANGER WIRE TEST

LOAD = 200 LBS.

4 TIGHT TURNS

ANGLE STRAP AS

RECOMMENDED BY

CEILING MANUFACTURERS

FOR REQUIRED ANCHOR

WIRE LOCATIONS.

#12 HANGER WIRE

STEEL STRAP 1" WIDE X 2"

LONG X 12 GA. MINIMUM

V A

R

IE

S

1/

2"

/2

GYPSUM WALL BOARD

MAIN BEAM

CROSS TEE

KAM

CEILING ACCESS HATCH, REF

MECHANICAL

FOR LOCATIONS AND SIZING

12# HANGER WIRE AT 12" O.C.

AROUND ACCESS PANEL FRAME,

TYP.

SUSPENSION SYSTEM, SEE

SPECIFICATION

7/8" HAT CHANNEL AT EDGE OF ROUGH

OPENING OF ACCESS PANEL

10 GA. CHANNEL AROUND

ACCESS OPENING FOR HANGER

WIRE

5/8" GYPSUM BOARD

CEILING FINISH, SEE

SCHEDULE

SUSPENSION SYSTEM,

SEE SPECIFICATION

ACOUSTICAL CEILING TILE,

SEE SPECIFICATION

CONTINUOUS PERIMETER TRIM,

SEE SPECIFICATION

SEE RCP

FOR HEIGHT

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

4" SOUND ATTENUATION / ACOUSTIC

BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

SUSPENDED ACT

3 5/8" METAL STUDS @ 16" O.C.

3/8" HANGER RODS

SUSPENSION BRACKET

OPERABLE PARTITION TRACK

ACOUSTICAL SEALANT AT TRACK, EA. SIDE

OPERABLE PARTITION, SEE SPECIFICATIONS

MCB, EACH SIDE

1 5/8" METAL STUDS @ 16" O.C.

W14X30 BEAM, SEE STRUCTURAL

B.O. BEAM 10' -11 1/2"

8' - 10"

9' - 0"

(2) LAYERS OF 5/8" GYPSUM BOARD EA. SIDE,

EXTEND AND SEAR TO DECKABOVE. FILL CAVITY

WITH SOUND BATT INSULATION

4 1/2"

/8

/8

BRACKET

5 3/4"

1' - 6"

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

CEILING DETAILS

A-112

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

37 138

3" = 1'-0"

ACCOUSTICAL CEILING TILE

3" = 1'-0"

TYPICAL BULKHEAD DETAIL - SEE RCP

3" = 1'-0"

CHANNEL AND ANGLE MOLDING

3" = 1'-0"

SUSPENDED GYP DETAIL

3" = 1'-0"

TYPICAL WIRE HANGER DETAIL

3" = 1'-0"

HANGING AND FRAMING

3" = 1'-0"

CEILING ACCESS DETAIL

3" = 1'-0"

TYPICAL SOFFIT DETAIL - SEE RCP

1 1/2" = 1'-0"

OPERABLE PANEL HEAD DETAIL

19344 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

G

C G

C G

CG

C G

C G

C G

A

B

C

D

F

H

K

13455'7 68910111213

A-200

A-2002

A-201 2

A-201

R

ID

G E

/4

R

ID

G E

R

ID

G E

07-56

07-56

07-50

07-50

07-50

07-50

07-50

07-50

07-5007-50

22-1222-12 22-1222-12

22-1222-1222-1222-12

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

21' - 6 1/2" 48' - 0" 26' - 5 1/2"

21' - 6" 48' - 0" 26' - 6"

/8

/8

/8

/8

/8

/8

/8

/8

A-201 1

STORAGE

E3A-105

ELEVATOR

LOBBY

EC4-1A

STORAGE

E4326

CORRIDOR

EC4-1

RMS TREATMENT

RM

E4324

CORRIDOR

EC4-2

RMS EXERCISE

RM

E4351

A-200

A-121

A-121

A-121

A-121

A-121

A-121

07-4907-49

07-4907-49 07-4907-49

G

A-121

A-121

A-121

A-121

22-12

22-12

22-12

22-12

22-12

22-12

22-12

22-12

A-610

A-121

A-121

C4

RIDGE

07-60

07-60

/4

/4

1/4" / 12"

07-60

07-60

07-60

07-60

07-60

07-60

07-60

A-121

A-121

A-121

A-121

A-121

1/8" / 12"

/8

A-121

R

ID

G E

/4

" 1

/4

/4

" 1

/4

/4

/4

/4

"1

/4

/4

"1

/4

/4

A-401

A-401

A-401

A-401

A-401

A-401

2.7

23-41

23-41

23-41

23-41

23-41

10-56

22-12

22-12

22-12

RD ROOF DRAIN

OD OVERFLOW DRAIN

ROOF INSULATION SLOPE

ROOF CRICKETS 1/4"/12" SLOPE

1/4" / 12"

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

INTAKE/EXHAUST HOOD, SEE

MECHANICAL

EXHAUST FAN, SEE MECHANICAL

CONDENSING UNIT, SEE MECHANICAL

ROOF LEGEND:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

NEW ROOF PLAN

A-120

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

38 138

KEYNOTES:

07-49 NEW ROOF AT EXISTING AREA, ADD NEW

SLOPES TO ACCOMMODATE NEW FLOOR

PLAN, TYP.

07-50 MEMBRANE ROOF SYSTEM

07-56 CRICKET: TAMPERED INSULATION AT 1/4"

PER 1'-0"

07-60 PREFINISHED METAL COPING, SEE

SCHEDULE FOR FINISH

10-56 FALL PROTECTION RAILING, TYP.

22-12 ROOF DRAIN AND OVERFLOW DRAIN

(REFERENCE MECHANICAL)

23-41 MECHANICAL EQUIPMENT, SEE

MECHANICAL DRAWINGS.

1/8" = 1'-0"

NEW ROOF PLAN

SHEET SPECIFIC NOTES:

1. ALL ROOF AND PENETRATIONS SHALL BE WEATHER

TIGHT WHEN COMPLETED.

2. ALL ROOF FLASHING SHALL CONFORM TO THE SHEET

METAL AND AIR CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION (SMACNA) FOR DETAILING

AND WEATHER PROTECTION.

3. REFER TO PLUMBING DRAWING FOR CORDONATION

AND LOCATION OF ROOF DRAINS

4. REFER TO MECHANICAL DRAWINGS FOR LOCATION

ROOF TOP MECHANICAL EQUIPMENT.

GENERAL NOTES:

N

N

PLAN

NORTH

TRUE

NORTH

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19345 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

G

C G

C G

CG

C G

C G

C G

A

B

C

D

F

H

K

13455'7 68910111213

A-200.1

A-200.12

A-201.1 2

A-201.1

R

ID

G E

/4

R

ID

G E

R

ID

G E

07-56

07-56

07-50

07-50

07-50

07-50

07-50

07-50

07-5007-50

22-1222-12 22-1222-12

22-1222-1222-1222-12

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-300

A-400

A-400

A-400

A-400

21' - 6 1/2" 48' - 0" 26' - 5 1/2"

21' - 6" 48' - 0" 26' - 6"

/8

/8

/8

/8

/8

/8

/8

/8

A-201.1 1

STORAGE

E3A-105

ELEVATOR

LOBBY

EC4-1A

STORAGE

E4326

CORRIDOR

EC4-1

RMS TREATMENT

RM

E4324

CORRIDOR

EC4-2

RMS EXERCISE

RM

E4351

A-200.1

A-121

A-121

A-121

A-121

A-121

A-121

07-4907-49

07-4907-49 07-4907-49

G

A-121

A-121

A-121

A-121

22-12

22-12

22-12

22-12

22-12

22-12

22-12

22-12

A-121

A-121

C4

RIDGE

/8

07-60

07-60

/4

/4

1/4" / 12"

07-60

07-60

07-60

07-60

07-60

07-60

07-60

A-121

A-121

A-121

A-121

A-121

1/8" / 12"

/8

A-121

R

ID

G E

/4

" 1

/4

/4

" 1

/4

/4

/4

/4

"1

/4

/4

"1

/4

/4

A-401.1

A-401.1

A-401.1

A-401.1

A-401.1

A-401.1

2.7

23-41

23-41

23-41

23-41

23-41

10-56

22-12

22-12

22-12

A-311.1

07-60

07-60

07-62 1/8" / 12"

A-401.2

RD ROOF DRAIN

OD OVERFLOW DRAIN

ROOF INSULATION SLOPE

ROOF CRICKETS 1/4"/12" SLOPE

1/4" / 12"

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

INTAKE/EXHAUST HOOD, SEE

MECHANICAL

EXHAUST FAN, SEE MECHANICAL

CONDENSING UNIT, SEE MECHANICAL

ROOF LEGEND:

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

CONTRACTOR SHALL NOT SCALE DRAWINGS BUT

SHALL REQUEST THE DESIRED DIMENSIONS FROM

THE ARCHITECT.

2. SEE SHEET G-002 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL EXPOSED

STEEL WITHIN INTERSTITIAL SPACE AND AT

EXPOSED STEEL STRUCTURE ABOVE 3RD FLOOR

CEILING, TYP.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/1

/2

:4

:4

P

M

CONSTRUCTION DOCUMENTS

11/23/2020

NEW ROOF PLAN - ALTERNATIVE BID

#1

A-120.1

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

38 138

KEYNOTES:

07-49 NEW ROOF AT EXISTING AREA, ADD NEW

SLOPES TO ACCOMMODATE NEW FLOOR

PLAN, TYP.

07-50 MEMBRANE ROOF SYSTEM

07-56 CRICKET: TAMPERED INSULATION AT 1/4"

PER 1'-0"

07-60 PREFINISHED METAL COPING, SEE

SCHEDULE FOR FINISH

07-62 SCUPPER, TYP.

10-56 FALL PROTECTION RAILING, TYP.

22-12 ROOF DRAIN AND OVERFLOW DRAIN

(REFERENCE MECHANICAL)

23-41 MECHANICAL EQUIPMENT, SEE

MECHANICAL DRAWINGS.

1/8" = 1'-0"

NEW ROOF PLAN

SHEET SPECIFIC NOTES:

1. ALL ROOF AND PENETRATIONS SHALL BE WEATHER

TIGHT WHEN COMPLETED.

2. ALL ROOF FLASHING SHALL CONFORM TO THE SHEET

METAL AND AIR CONDITIONING CONTRACTORS'

NATIONAL ASSOCIATION (SMACNA) FOR DETAILING

AND WEATHER PROTECTION.

3. REFER TO PLUMBING DRAWING FOR CORDONATION

AND LOCATION OF ROOF DRAINS

4. REFER TO MECHANICAL DRAWINGS FOR LOCATION

ROOF TOP MECHANICAL EQUIPMENT.

GENERAL NOTES:

N

TRUE

NORTH

N

N

PLAN

NORTH

TRUE

NORTH

19346 karl.person Text Box

COMPLIANCY REVIEW INCLUDED

4" CONTINUOUS WELD

CLAMPING RING

ROOFING MEMBRANE

FASTENER, 12" OC

ROOF DRAIN

SEALANT

SLIP SHEET

NOTE:

POSITION OVERFLOW

DRAIN MINIMUM 2"

HIGHER PER CODE.

TAPERED INSULATION

ROOF DECK

CONTINUOUS HOT AIR WELD

1/4" GLASS MAT FIBER BOARD

POLYURETHANE CAULKING

APPLIED DEHIND TURN-UP AND

ON TOP OF THE DRAW BAND

SEALANT

INSULATION, R-33 MIN.

DECK

REQUIRED DRAW BAND

MEMBRANE BOOT W/MIN. 1' TURN-UP.

APPROVED FASTENER

AND WASHER, MIN OF 4

AROUND VENT PIPE.

VENT PIPE

TAPERED INSULATION

STEEL ANGLE, SEE STRUCTURAL

MEMBRANE FLASHING

ROOF INSULATION

DECK

HEAT WELD

MEMBRANE ROOF

GLASS MATT GYPSUM

SHEATHING

GALVANIZED METAL FLASHING

M

IN

PREFABRICATED

CURB BY M.C.

(F.O.M.)

1' - 0"

/2

/2

/2

/2

M

IN

G

U A

R D

R A

IL

H

E

IG

H T

1 1/2" DIA. PIPE RAILING

PIPE MEMBRANE FLASHING,

CONT. HOT AIR WELD AT ROOFING

CONT MC6X12 ABV1.5B MTL DECK,

POSITION CHANNEL BTWN FLUTES

AND SPAN FROM SUPPORT TO SUPPORT

3/16"

3/16"

TYP @ EA

STL BM1/8"

PIPE TO

CH

ROOF DRAIN

CLAMPING RING

SEALANT

4" CONTINUOUS

WELD

MODIFIED

BIT.ROOF

MEMBRANE

SLIP SHEET

1/4" GLASS

MAT GYPSUM

FASTENER, 12" OC

RIGID INSULATION

EXISTING CONC.

DECK

NOTE:

WHERE OCCURRING, POSITION OVERFLOW

DRAIN MINIMUM 2" HIGHER PER CODE.

EXISTING DECK

M

IN

MEMBRANE FLASHING

HEAT WELD

GALVANIZED METAL FLASHING

TAPERED INSULATION

ROOF INSULATION

MEMBRANE ROOF

GLASS MATT GYPSUM

SHEATHING

EXISTING MECHANICAL

EQUIPMENT

ROOF INSULATION

EXISTING DECK

GLASS MATT GYPSUM SHEATHING

TAPERED INSULATION

MEMBRANE

FLASHING

HEAT WELD

MEMBRANE

ROOF

1-1/2"FOAM INSULATION

3/4" PRESSURE TREATED PLYWOOD

ROOFING CONTRACTOR TO MAKE PROVISION

FOR ROOFING MEMBRANE OVER CURB

2"X8" WOOD FRAMING ON 16" O.C.

(3) 5/8" DRYWALL BOARDS

1'1/2" POLYSTYRENE FOAM BOARD

3/4" PRESSURE TREATED PLYWOOD

(2) 2"X10" PRESSURE TREATED WOOD

FRAMING ALL SIDES

(2) 2"X4" PRESURE TREATED WOOD FRAMING ALL SIDES

RIGID INSULATION

ROOF INSULATION

EXISTING DECK

GLASS MATT GYPSUM SHEATHING

TAPERED INSULATION

MEMBRANE

FLASHING

HEAT WELD

MEMBRANE

ROOF

1-1/2"FOAM INSULATION

3/4" PRESSURE TREATED PLYWOOD

ROOFING CONTRACTOR TO MAKE PROVISION

FOR ROOFING MEMBRANE OVER CURB

2"X8" WOOD FRAMING ON 16" O.C.

(3) 5/8" DRYWALL BOARDS

1'1/2" POLYSTYRENE FOAM BOARD

3/4" PRESSURE TREATED PLYWOOD

(2) 2"X10" PRESSURE TREATED WOOD

FRAMING ALL SIDES

(2) 2"X4" PRESURE TREATED WOOD FRAMING ALL SIDES

A-121

RIGID INSULATION

ACOUSTICAL

NON-SKID

NEOPRENE PAD

EPDM SLIP SHEET

WITH 1/2" OVERHANG

ON ALL SIDES BENEATH

ANGLE IRON

ANCHOR SPRING ISOLATOR

TO CURB AND ANGLE IRON

WITH ANCHOR BOLTS

1/2" X 5/8"

POSITIONING PIN

4"X4"X3/8" ANGLE

IRON

/8

/8

OPERATING HEIGHT

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th 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 th re e e ig h th s 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 q u a rt e rs in c h o n e fo o t o n e in c h 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 th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of

Veterans Affairsof

16.2330.A08

ALBERTSON ENGINEERING, INC.

315 NORTH MAIN AVENUE, SUITE 200

SIOUX FALLS, SOUTH DAKOTA 57104

PH: (605) 274-0880

FARRIS ENGINEERING

12700 WEST DODGE ROAD

OMAHA, NEBRASKA 68154

PH: (402) 330-5900

TERRASITE DESIGN

1635 DEADWOOD AVENUE

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 791-1736

/2

/2

:5

:2

A

M

CONSTRUCTION DOCUMENTS

11/23/2020

ROOF DETAILS

A-121

Design/Construct Sterile Processing Service- Omaha VA Medical Center

JGCJL

4101 Woolworth Ave #4199 Omaha, Ne 68105Omaha VA Medical Center

39 138

1 1/2" = 1'-0"

TYPICAL ROOF DRAIN DETAIL

1 1/2" = 1'-0"

TYPICAL THROUGH - ROOF PIPE DETAIL

1 1/2" = 1'-0"

ROOF CURB AT MECHANICAL UNIT

1 1/2" = 1'-0"

RAIL DETAIL

1 1/2" = 1'-0"

TYPICAL ROOF DRAIN DETAIL-CONC.

1 1/2" = 1'-0"

EXISTING ROOF CURB AT MECHANICAL UNIT

1 1/2" = 1'-0"

CHILLER CURB DETAIL

1 1/2" = 1'-0"

CHILLER CURB DETAIL

3" = 1'-0"

SPRING DETAIL

19347 karl.person Text Box

COMPLIANCY REVIEW INCLUDED