VA250-17-R-0594-032.pdf

2 222222

3 4

5-AD-101

2 Sim

FIRST LEVEL

100' - 0"

SECOND LEVEL

115' - 0"

EXISTING FLOOR PLATE

103' - 9"

7'

7/ 8"

STEEL LINTEL

TOOTH IN NEW CMU. GROUT SOLID

STRUCTURAL REBAR

CONTINUE REBAR INTO

EXISTING CONSTRUCTION

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

8"

REMOVE DOOR &

WINDOW COMPLETE -

SEE NEW CONST. DWGS

FOR INFILL DETAILS

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

/4

/2

:1 :3

A

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R e v it \2

\L o c a l C o p ie s \2

T a s k -0

-2

R

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C ff a c k e n th a l.

rv t

ARCHITECTURAL DEMO PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AD-101

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AD-101

1 DEMOLITION IN EXISTING BUILDING 5

1 REMOVE WALL & DOOR COMPLETE. PATCH AND REPAIR ADJACENT

PARTITIONS AS NEEDED.

2 REMOVE WINDOW COMPLETE. PATCH & REPAIR ADJACENT SURFACES

AS NEEDED. SEE NEW CONSTRUCTION PLANS FOR INFILL DETAILS

3 REMOVE SECTION OF EXTERIOR WALL, EXTEND FLOOR SLAB TO FACE

OF EXISTING EXTERIOR WALL

4 REMOVE EXTERIOR DOOR

5 ALL FURNITURE, FURNISHINGS AND EQUIPMENT WILL BE REMOVED,

RELOCATED AND/OR STORED BY VA PERSONNEL UNLESS NOTED

OTHERWISE.

6 REMOVE STAIRS & LANDING, PATCH ANY PENETRATIONS

DEMOLITION PLAN KEY NOTES ( )

1 VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING WORK. NOTIFY THE ARCHITECT AND COR OF

CONFLICTS PRIOR TO PROCEEDING WITH DEMOLITION.

2 ALL ITEMS BEING REMOVED SHALL REMAIN THE PROPERTY OF THE VA MEDICAL CENTER UNTIL CONFIRMATION HAS BEEN MADE BY THE C.O.R. AS TO WHETHER THE VA WILL RETAIN SUCH ITEMS. ALL ITEMS NOT BEING RETAINED BY THE VA OR DESIGNATED ON THE DRAWINGS TO BE RELOCATED OR

REINSTALLED SHALL BE COMPLETELY REMOVED FROM THE SITE BY THE CONTRACTOR.

3 THE DEMOLITION CONTRACTOR SHALL PROVIDE AND INSTALL ONE-HOUR FIRE-RATED TEMPORARY DUST PARTITIONS, 45 MINUTE FIRE-RATED DOORS, WALK-OFF MATS AND EQUIPMENT PROTECTION WHERE SHOWN ON THE DOCUMENTS OR IMPLIED BY THE WORK BEING PERFORMED. SUCH PROTECTION SHALL BE MAINTAINED AND REPAIRED PROMPTLY IF DAMAGED TO AVOID DUST INFILTRATION INTO ADJACENT AREAS. PROVIDE HEPA FILTER FILTRATION AND NEGATIVE AIR MACHINES WITH MONITORING GAGES.

4 COVER ALL ACTIVE RETURN AIR GRILLES AND EXHAUST GRILLES IN CONSTRUCTION AREA WITH FILTER

MEDIA AND CHANGE REGULARLY.

5 REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION, COMMUNICATION, AND PLUMBING DOCUMENTS

FOR RESPECTIVE DEMOLITION INFORMATION.

6 REPAIR AND LEVEL FLOOR SLAB, WALLS AND/OR CEILINGS SUITABLE FOR NEW FINISHES WHERE DEMOLITION CAUSES OR EXPOSES DAMAGE TO THESE SURFACES. FLOOR LEVELING MAY REQUIRE GRINDING OF RAISED AREAS OR FILLING LOW AREAS TO PROVIDE SUITABLE SURFACES FOR NEW

MATERIALS.

7 FILL ALL FLOOR OPENINGS WITH APPROPRIATE FIRESTOPPING ASSEMBLIES WHERE PIPING, CONDUITS, DUCTS, AND OTHER ITEMS HAVE BEEN REMOVED. MAINTAIN TWO-HOUR FIRE RATING OF FLOOR

ASSEMBLY.

8 REMOVE ALL REMAINING MISCELLANEOUS EQUIPMENT/ACCESSORIES ON WALLS AND CEILINGS IN AREA OF RENOVATION UNLESS NOTED OTHERWISE. VERIFY ITEMS TO BE RELOCATED OR TURNED OVER TO

THE VA.

9 COORDINATE WORKING HOURS ALLOWED FOR DEMOLITION WITH VA COR AS INSTRUCTED IN THE

GENERAL REQUIREMENTS.

DEMOLITION PLAN GENERAL NOTES

1/4" = 1'-0"

5-AD-101

2 EXISTING BUILDING 5 DEMO

Revision # Description Date

B2

B3

B6

B1 B1S

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W S

E C

T

IO

N V

IE

W

REMARKS

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

NON-

RATED

B

METAL STUD FRAMING @ 16" O.C. MAX.

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, EACH SIDE

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL RUNNER

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL

METAL RUNNER

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA2 - 7/8"

3 - 3/4"

4 - 7/8"

7 - 1/4"6"

3 - 5/8"

2 - 1/2"

1 - 5/8"

STC:

NO SOUND

WITH SOUND

B2S

B3S

B6S

B8

9 - 1/4"8"

B8S

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

NON-

RATED NA

NON-

RATED NA

NON-

RATED NA

NON-

RATED NA

C2

C3

C6

C1 C1S

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W S

E C

T

IO

N V

IE

W

REMARKS

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

ONE

HOUR

C

METAL STUD FRAMING @ 16" O.C. MAX.

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, EACH SIDE.

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL RUNNER

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S

CLOSETS,TYPICAL.

METAL RUNNER

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

UL Des U419 or U465

2 - 7/8"

3 - 3/4"

4 - 7/8"

7 - 1/4"6"

3 - 5/8"

2 - 1/2"

1 - 5/8"

STC:

NO SOUND

WITH SOUND

C2S

C3S

C6S

C8

9 - 1/4"8"

C8S

ONE

HOUR

ONE

HOUR

ONE

HOUR

ONE

HOUR

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

UL Des U419 or U465

UL Des U419 or U465

UL Des U419 or U465

UL Des U419 or U465

D2

D3

D6

D1 D1S

WALL PARTITION TYPE

REMARKS

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

TWO

HOUR

D

METAL STUD FRAMING @ 16" O.C. MAX.

TWO (2) LAYERS 5/8" (TYPE-X) GYPSUM WALL BOARD, EACH SIDE.

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL RUNNER

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

METAL RUNNER

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

4 - 1/8"

5"

6 - 1/8"

8 - 1/2"6"

3 - 5/8"

2 - 1/2"

1 - 5/8"

STC:

NO SOUND

WITH SOUND

D2S

D3S

D6S

D8

10 - 1/2"8"

D8S

TWO

HOUR

TWO

HOUR

TWO

HOUR

TWO

HOUR

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W S

E C

T

IO

N V

IE

W

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

UL Des U411 or U419

UL Des U411 or U419

UL Des U411 or U419

UL Des U411 or U419

UL Des U411 or U419

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S

CLOSETS,TYPICAL.

G2

G3

G6

G1 G1S

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W S

E C

T

IO

N V

IE

W

REMARKS

NON-

RATED

NON-

RATED

NON-

RATED

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

NON-

RATED

G

METAL STUD FRAMING @ 16" O.C. MAX.

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, ONE SIDE

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL RUNNER

SEALANT AND BACKER ROD; ONE SIDE, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL.

METAL RUNNER

LINE OF

STRUCTURE

UNDERSIDE OF

DECK

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA

NA

NA

NA

2 - 1/4"

3 - 1/8"

4 - 1/4"

6 - 5/8"6"

3 - 5/8"

2 - 1/2"

1 - 5/8"

STC:

NO SOUND

WITH SOUND

G2S

G3S

G6S

G8

NON-

RATED

NA8 - 5/8"8"

G8S

SEALANT AND BACKER ROD; ONE SIDE, CONT.

M4

M6

M8

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

NON-

RATED

NON-

RATED

NON-

RATED

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

M

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

CMU

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

CMU WIDTH PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA

NA

NA

5 - 5/8"

3 - 5/8"

STC:

NO SOUND

WITH SOUND

M4S

M6S

M8S

M12

NON-

RATED

NA

M12S

S E

C T

IO

N

V

IE

W

7 - 5/8"

11 - 5/8"

5 - 5/8"

3 - 5/8"

7 - 5/8"

11 - 5/8"

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S

CLOSETS,TYPICAL.

N4

N6

N8

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

ONE

HOUR

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

N

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

CMU

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

CMU WIDTH PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

UL Des U905 or

U906

5 - 5/8"

3 - 5/8"

STC:

NO SOUND

WITH SOUND

N4S

N6S

N8S

N12 N12S

S E

C T

IO

N

V

IE

W

7 - 5/8"

11 - 5/8"

5 - 5/8"

3 - 5/8"

7 - 5/8"

11 - 5/8"

ONE

HOUR

UL Des U905 or

U906

ONE

HOUR

UL Des U905 or

U906

ONE

HOUR

UL Des U905 or

U906

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S

CLOSETS,TYPICAL.

P4

P6

P8

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

TWO

HOUR

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

P

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

CMU

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

CMU WIDTH PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

UL Des U905 or

U906

5 - 5/8"

3 - 5/8"

STC:

NO SOUND

WITH SOUND

P4S

P6S

P8S

P12 P12S

S E

C T

IO

N

V

IE

W

7 - 5/8"

11 - 5/8"

5 - 5/8"

3 - 5/8"

7 - 5/8"

11 - 5/8"

TWO

HOUR

UL Des U905 or

U906

TWO

HOUR

UL Des U905 or

U906

TWO

HOUR

UL Des U905 or

U906

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL.

Q4

Q6

Q8

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

NON-

RATED

NON-

RATED

NON-

RATED

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

Q

7/8" METAL FURRING HAT CHANNEL @ 16" O.C. MAX., VERT.

CMU

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

CMU WIDTH PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA

NA

NA

5 - 5/8"

3 - 5/8"

STC:

NO SOUND

WITH SOUND

Q4S

Q6S

Q8S

Q12

NON-

RATED

NA

Q12S

S E

C T

IO

N

V

IE

W

7 - 5/8"

11 - 5/8"

7 - 1/8"

5 - 1/8"

9 - 1/8"

13 - 1/8"

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, ONE SIDE

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION,

AND EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S

CLOSETS,TYPICAL.

R4

R6

R8

WALL PARTITION TYPE

P

LA

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

NON-

RATED

NON-

RATED

NON-

RATED

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

R

7/8" METAL FURRING HAT CHANNEL @ 16" O.C. MAX., VERT., EACH SIDE

CMU

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

CMU WIDTH PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

NA

NA

NA

5 - 5/8"

3 - 5/8"

STC:

NO SOUND

WITH SOUND

R4S

R6S

R8S

R12

NON-

RATED

NA

R12S

S E

C T

IO

N

V

IE

W

7 - 5/8"

11 - 5/8"

8 - 5/8"

6 - 5/8"

10 - 5/8"

12 - 5/8"

ONE LAYER 5/8" (TYPE-X) GYPSUM WALL BOARD, EACH SIDE

SEALANT AND BACKER ROD; BOTH SIDES, CONT.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND

EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES

TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL.

3 HOUR ASSEMBLY 1

2 HOUR ASSEMBLY 2

1 HOUR ASSEMBLY 3

SMOKE RATED ASSEMBLY 4

NON RATED ASSEMBLY 5

RATING PRIORITY

HIGHER PRIORITY PARTITION

GYPSUM BOARD CONTINUES

THROUGH STUD CAVITY OF

LOWER WALL

LOWER PRIORITY PARTITION

(LOWER NUMBER, HIGHER PRIORITY)

HIGHER PRIORITY

CEILING/ROOF ASSEMBLY

LOWER PRIORITY PARTITION

GYPSUM BOARD CONTINUES

PAST TOP OF LOWER WALL

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL#HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL#HWS0001

Z-CLIP 2" WIDTH

BOTTOM OF METAL DECK

5/8" TYPE 'X' GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL#U465

METAL STUD

NOTE:

NON-RATED CONSTRUCTION SIMILAR

W/O FIRE SAFING & SCRIBING BYP. BD.

TO DECK

6" LIGHT GAUGE FRAMING DEFLECTION

TRAK, CONFORMING TO UL#HW-D-0060

TOP OF METAL DECK OR CONCRETE

FIRE CAULKING AS REQUIRED BY UL#HWS0001

(BY FRAMING CONTRACTOR)

PACK FLUTES OF DECK WITH FIRE SAFING AS

REQUIRED PER UL#HWS0001

Z-CLIP 2" WIDTH

BOTTOM OF METAL DECK

5/8" TYPE 'X' GYP. BD. EACH SIDE OF STUD

SCRIBED TO DECK UL#U465

METAL STUD

NOTE:

NON-RATED CONSTRUCTION SIMILAR

W/O FIRE SAFING & SCRIBING BYP. BD.

TO DECK

6" LIGHT GAUGE FRAMING DEFLECTION

TRAK, CONFORMING TO UL#HW-D-0060

PERP. PARALLEL

AK4

AK6

AK2 AK2S

WALL PARTITION TYPE

P

LA

N

V

IE

W S

E C

T

IO

N V

IE

W

S E

C T

IO

N

V

IE

W

REMARKS

REFER TO SCHEDULE BELOW FOR PARTITION WIDTH

TWO

HOUR

AK

METAL C-H STUD FRAMING @ 24" O.C. MAX.

TWO (2) LAYERS 5/8" (TYPE-X) GYPSUM WALL BOARD, ONE SIDE

PROVIDE SOUND ATTENUATION INSULATION AS REQUIRED - SEE SCHEDULE BELOW

METAL "J" RUNNER

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

METAL "J" RUNNER

LINE OF

STRUCTURE

UNDERSIDE

OF DECK

LINE OF

CEILING

STUD

WIDTH

PART.

WIDTH

FIRE

RATING

UL LISTING

WITH SOUND

ATTENUATION

DESIGNATION

NO SOUND

ATTENUATION

DESIGNATION

3 - 3/4"

5 - 1/4"

7 - 1/4"6"

4"

2 - 1/2"

STC:

NO SOUND

WITH SOUND

AK4S

AK6S

RATED SEALANT AND BACKER ROD; BOTH SIDES, CONT.

ONE LAYER 1" GYPSUM SHAFT WALL LINER PANEL

UL Des U415-B or U438

UL Des U415-B or U438

UL Des U415-B or U438

TWO

HOUR

TWO

HOUR

ADDITIONAL WALL FINISH (SHOWN DASHED) ON ONE OR BOTH SIDES WHERE OCCURS;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURANCE, LOCATION, AND

EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES

TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,TYPICAL.

ENLARGED DRAWING REFERENCE

ELEVATION DATUM REFERENCE:

SPOT ELEVATIONS GIVEN FROM FIRST

FLOOR ELEVATION

NORTH ARROW

DRAWING NUMBER

SHEET NUMBER

BUILDING SECTION CUT REFERENCE

A

A101

A101

A101

A101

W3

N

A101

KEYED NOTE

REVISION REFERENCE

WINDOW TAG

DOOR TAG

ROOM NAME AND NUMBER

COLUMN GRID NEW

A

DRAWING NUMBER

SHEET NUMBER

WALL SECTION CUT REFERENCE

DRAWING NUMBER

SHEET NUMBER

ELEVATION REFERENCE

WALL TYPE REFERENCE

COLUMN GRID EXISTING

1. EQUIPMENT TAG

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

/4

/2

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rv t

WALL TYPES

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-001

JF MW

BIDDING DOCUMENTS

INTERIOR PARTITION GENERAL NOTES

1 ALL WALLS ARE TO BE TYPE 'B3' U.N.O.

2 PARTITION SYMBOLS APPEAR ON LARGEST SCALE FLOOR PLAN PROVIDED FOR

AREA.

3 REFER TO FINISH PLANS FOR WALL FINISH, BASE, AND CEILING INFORMATION.

4 REFER TO WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION.

5 PROVIDE WATER-RESISTANT GYPSUM BOARD ON WALLS WITH OPERABLE PLUMBING

FIXTURES AND WITHIN 4'-0" OF DRINKING FOUNTAINS OR WATER COOLERS, U.N.O.

6 PROVIDE LATERAL BRACING FOR PARTITIONS WHICH EXTEND ABOVE CEILINGS.

7 PROVIDE FIRE RESISTIVE RATED GYPSUM WALL BOARD AT ALL RATED ASSEMBLIES

TO MEET ASSEMBLY REQUIREMENTS.

8 PROVIDE FIRE RESISTIVE JOINT SYSTEMS EQUAL TO WALL RATING AT ALL

PENETRATIONS AND AT HEAD/FLOOR INTERSECTIONS WITH RATED ASSEMBLIES.

9 PROVIDE ACOUSTICAL SEALANT AT WALL SILL, HEAD, PENETRATIONS, AND

ADDITIONAL SPECIFIED SOUND ATTENUATION COMPONENTS AT SOUND RATED

WALLS.

10 PROVIDE SPECIFIED TILE BACKER BOARD AT ALL WALLS SCHEDULED TO HAVE

CERAMIC TILE.

11 ISOLATE NON-LOAD-BEARING STUD FRAMING FROM BUILDING STRUCTURE TO

PREVENT TRANSFER OF VERTICAL LOADS WHILE PROVIDING LATERAL SUPPORT AS

SPECIFIED.

12 STUD SPACING IS 16" O.C. MAX. U.N.O.

13 "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY

AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY.

14 FIRE RESISTANCE RATED PARTITIONS SHALL USE RATED FIRE RESISTANT FILL

MATERIAL IN CONJUNCTION WITH AN APPROPRIATE RATED FIRESTOPPING SYSTEM.

15 NON-RATED PARTITIONS SHALL USE ACOUSTICAL SEALANT.

16 ALL CMU WALLS SHALL EXTEND TO BOTTOM OF DECK U.N.O. - REFERENCE

STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS

17 REFER TO SPECIFICATIONS FOR MINIMUM STUD THICKNESS, MAXIMUM SPACING,

AND ALLOWABLE LIMITING HEIGHTS DEFLECTION CRITERIA FOR GYPSUM BOARD

ASSEMBLIES.

18 FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BLANKETS (SAB),

EXTEND SAB TO FULL HEIGHT OF PARTITION U.N.O. FLOOR TRACK TO BE SET IN A

CONTINUOUS BED OF SEALANT.

19 IN AREAS DESIGNATED TO HAVE A RATED CEILING, BUILD WALLS THAT ARE NOT

INDICATED TO GO TO DECK TO UNDERSIDE OF RATED CEILING.

20 ALTHOUGH WALL STUD SIZES ARE LISTED, FOR AREAS WHERE STUDS EXTEND TO

STRUCTURE ABOVE OR HIGH AREAS, CONTRACTOR TO VERIFY SIZE INDICATED IS

ADEQUATE FOR HEIGHT LISTED, PROVIDE ADEQUATE SIZE STEEL STUD FRAMING

AND NOTIFY ARCHITECT OF ANY DISCREPANCY PRIOR TO

FABRICATION/INSTALLATION.RATED WALL PRIORITYWALL AT FLOOR

GRAPHIC LEGEND

EXTERIOR WALL SYSTEM - W1W1

GALVANIZED METAL 'Z' FURRING AS REQUIRED FOR COMPLETE INSTALLATION OF RIGID

INSULATION AND METAL PANEL SYSTEMS. GENERAL CONTRACTOR IS RESPONSIBLE

FOR COORDINATION OF LAYOUT W/ APPROPRIATE SUBCONTRACTORS.

MIN. R-10 RIGID INSULATION

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR SURFACE; REFER TO FLOOR

PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF

WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X AS

SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS, TYPICAL

METAL PANEL, DRY JOINT WALL SYSTEM - BASIS-OF-DESIGN;

SOBOTEC SL-2000P; 1/8" ALUMINUM PLATE, 2 1/4" OVERALL

THICKNESS

WALL SYSTEM R-VALUE

6 5/8" 2" 2 1/4"

10 7/8"

SPRAY APPLIED AIR AND VAPOR BARRIER

5/8" EXTERIOR FRT PLYWOOD

6" GALVANIZED METAL STUDS @ 16" O.C.

VARIABLY PERMEABLE VAPOR RETARDER

INTERIOR AIR FILM 0.68

5/8" GYPSUM WALL BOARD (0.56)

5 1/2" FIBERGLASS BATT. INSULATION 19.0

5/8" EXTERIOR GYPSUM SHEATHING 0.67

2" EPS RIGID INSULATION 10.0

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 30.52

MIN. R-19 BATT INSULATION

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

EXTERIOR WALL SYSTEM - W5W5

MIN. R-10 RIGID INSULATION

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR SURFACE; REFER TO

FLOOR PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND

EXTENT OF WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS,

TYPICAL

MODULAR BRICK VENEER

WALL SYSTEM R-VALUE

7 5/8" 2" 1 3/4" 3 5/8"

SPRAY APPLIED AIR AND VAPOR BARRIER

8"x16" CONCRETE MASONRY UNIT - REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

INTERIOR AIR FILM 0.68

8" CONCRETE MASONRY UNIT 1.11

2" RIGID INSULATION 10.0

AIR CAVITY 1.00

FACE BRICK VENEER 1.11

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 14.07

1' - 3"

GALVANIZED METAL 'Z' FURRING AS REQUIRED FOR COMPLETE INSTALLATION OF RIGID

INSULATION SYSTEMS. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

LAYOUT W/ APPROPRIATE SUBCONTRACTORS.

ADJUSTABLE MASONRY VENEER ANCHOR WITH THERMAL BREAK @ 16" O.C.. MASONRY

CONTRACTOR IS RESPONSIBLE FOR COORDINATION/DESIGN OF MASONRY ANCHORAGE.

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

EXTERIOR WALL SYSTEM - W3W3

ADJUSTABLE MASONRY VENEER ANCHOR WITH THERMAL BREAK @ 16" O.C.. MASONRY

CONTRACTOR IS RESPONSIBLE FOR COORDINATION/DESIGN OF MASONRY ANCHORAGE.

MIN. R-10 RIGID INSULATION

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR SURFACE; REFER TO FLOOR

PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF

WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X

AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS, TYPICAL

MODULAR BRICK VENEER

WALL SYSTEM R-VALUE

6" 5/8"

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

SPRAY APPLIED AIR AND VAPOR BARRIER

5/8" EXTERIOR GYPSUM SHEATHING

6" GALVANIZED METAL STUDS @ 16" O.C.

VARIABLY PERMEABLE VAPOR RETARDER

INTERIOR AIR FILM 0.68

5/8" GYPSUM WALL BOARD (.056)

5 1/2" FIBERGLASS BATT. INSULATION 19.0

5/8" EXTERIOR GYPSUM SHEATHING 0.67

2" RIGID INSULATION 10.0

AIR CAIVTY 1.00

BRICK VENEER 0.44

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 31.96

1' - 2"

GALVANIZED METAL 'Z' FURRING AS REQUIRED FOR COMPLETE INSTALLATION OF RIGID

INSULATION SYSTEMS. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

LAYOUT W/ APPROPRIATE SUBCONTRACTORS.

MIN. R-19 BATT INSULATION

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

EXTERIOR WALL SYSTEM - W4W4

GALVANIZED METAL 'Z' FURRING AS REQUIRED FOR COMPLETE INSTALLATION OF RIGID

INSULATION AND METAL PANEL SYSTEMS. GENERAL CONTRACTOR IS RESPONSIBLE

FOR COORDINATION OF LAYOUT W/ APPROPRIATE SUBCONTRACTORS.

MIN. R-10 RIGID INSULATION

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR SURFACE; REFER TO FLOOR

PLANS AND ROOM FINISH SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF

WALL COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X

AS SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS, TYPICAL

METAL PANEL, DRY JOINT WALL SYSTEM - BASIS-OF-DESIGN;

SOBOTEC SL-2000P; 1/8" ALUMINUM PLATE, 2 1/4" OVERALL

THICKNESS

WALL SYSTEM R-VALUE

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

SPRAY APPLIED AIR AND VAPOR BARRIER

8"x16" CONCRETE MASONRY UNIT - REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

INTERIOR AIR FILM 0.68

8" CONCRETE MASONRY UNIT 1.11

2" RIGID INSULATION 10.0

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 11.96

11 7/8"

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

EXTERIOR WALL SYSTEM - W2W2

GALVANIZED METAL 'Z' FURRING AS REQUIRED FOR COMPLETE

INSTALLATION OF RIGID INSULATION AND METAL PANEL SYSTEMS.

GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF

LAYOUT W/ APPROPRIATE SUBCONTRACTORS.

MIN. R-10 RIGID INSULATION

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR

SURFACE; REFER TO FLOOR PLANS AND ROOM FINISH

SCHEDULE FOR OCCURRENCE, LOCATION, AND EXTENT OF WALL

COVERAGE. 5/8" MOISTURE RESISTANT GYPSUM WALL BOARD

REPLACES TYPE-X AS SUBSTRATE IN ALL RESTROOMS AND

JANITOR'S CLOSETS, TYPICAL

METAL PANEL, DRY JOINT WALL SYSTEM - BASIS-OF-DESIGN;

SOBOTEC SL-2000P; 1/8" ALUMINUM PLATE, 2 1/4" OVERALL

THICKNESS

WALL SYSTEM R-VALUE

SPRAY APPLIED AIR AND VAPOR BARRIER

6" GALVANIZED METAL STUDS @ 16" O.C. - REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

INTERIOR AIR FILM 0.68

5/8" GYPSUM WALL BOARD (0.56)

5 1/2" FIBERGLASS BATT. INSULATION 19.0

5/8" EXTERIOR GYPSUM SHEATHING 0.67

2" RIGID INSULATION 10.0

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 30.52

* 6 5/8" 2" 2 1/4"

5/8" EXTERIOR FRT PLYWOOD

COLD FORMED METAL FRAMING - DESIGN BY CONTRACTOR

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

VARIABLY PERMEABLE VAPOR RETARDER

MIN. R-19 BATT INSULATION

FLOOR SYSTEM - F1F1

CONCRETE SLAB ON GRADE - (THICKNESS VARIES)

REFER TO STRUCTURAL DRAWINGS FOR MORE

INFORMATION

CONTINUOUS VAPOR BARRIER

MINIMUM 4" DRAINAGE FILL

COMPACTED SUBGRADE

REFERENCE WALL SECTIONS FOR INSULATION

REQUIREMENTS

ADDITIONAL FLOOR FINISH (DASHED LINE). REFER

TO FLOOR PLANS AND ROOM FINISH SCHEDULE.

ENSURE SLAB CONDITIONS MEET MANF STANDARD

RECOMMENDATIONS FOR INSTALLATION -

INCLUDING MOISTURE CONTENT

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

FLOOR SYSTEM - F3F3

CONCRETE SLAB - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

METAL DECK - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

ADDITIONAL FLOOR FINISH (DASHED LINE). REFER

TO FLOOR PLANS AND ROOM FINISH SCHEDULE.

ENSURE SLAB CONDITIONS MEET MANF STANDARD

RECOMMENDATIONS FOR INSTALLATION -

INCLUDING MOISTURE CONTENT

ROOF SYSTEM - R1R1

ROOF SYSTEM R-VALUE

INTERIOR AIR FILM 0.68

1 1/2" METAL DECK ---

PVC ROOFING SYSTEM ---

RIGID INSULATION (MINIMUM) 25.00

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 25.85

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

RIGID INSULATION (MIN R-25) - ACHIEVE SLOPE VIA TAPERED

INSULATION PER PLANS. MAINTAIN A MINIMUM OF 1/4" PER FT.

SLOPE TO DRAIN. PROVIDE TAPERED CRICKETS AT HIGH

SLOPE OF ALL STRUCTURAL PENETRATIONS, MEP EQUIPMENT

AND ANY RELATED PENETRATIONS TO DIRECT WATER TO

ROOF DRAINS

CONCRETE SLAB - REFER TO STRUCTURAL DRAWINGS FOR MORE

INFORMATION

1 1/2" METAL DECK - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

5/8" GYPSUM FIBER ROOF BOARD

FULLY ADHERED .060 TPO PVC ROOFING SYSTEM, PROVIDE ALL

ACCESSORIES AND FLASHING AS REQUIRED TO COMPROMISE A

COMPLETE ROOFING SYSTEM

TRAFFIC MEMBRANE PADS, EXTENT WHERE INDICATED ON

PLANS

FLOOR SYSTEM - F2F2

CONCRETE SLAB ON GRADE - (THICKNESS VARIES)

REFER TO STRUCTURAL DRAWINGS FOR MORE

INFORMATION

CONTINUOUS VAPOR BARRIER

MINIMUM 4" DRAINAGE FILL

COMPACTED SUBGRADE

REFERENCE WALL SECTIONS FOR INSULATION

REQUIREMENTS

ADDITIONAL FLOOR FINISH (DASHED LINE). REFER

TO FLOOR PLANS AND ROOM FINISH SCHEDULE.

ENSURE SLAB CONDITIONS MEET MANF STANDARD

RECOMMENDATIONS FOR INSTALLATION -

INCLUDING MOISTURE CONTENT

2-1/2" RAISED ACCESS FLOOR. REFER TO

SPECIFICATIONS FOR ADDITIONAL INFORMATION.

COORDINATE INSTALLATION OF ALL COMPONENTS

WITH MEP DRAWINGS

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

FLOOR SYSTEM - F4F4

CONCRETE SLAB - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

METAL DECK - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

ADDITIONAL FLOOR FINISH (DASHED LINE). REFER

TO FLOOR PLANS AND ROOM FINISH SCHEDULE.

ENSURE SLAB CONDITIONS MEET MANF STANDARD

RECOMMENDATIONS FOR INSTALLATION -

INCLUDING MOISTURE CONTENT

2-1/2" RAISED ACCESS FLOOR. REFER TO

SPECIFICATIONS FOR ADDITIONAL

INFORMATION. COORDINATE INSTALLATION OF

ALL COMPONENTS WITH MEP DRAWINGS

ROOF SYSTEM - R3R3

ROOF SYSTEM R-VALUE

INTERIOR AIR FILM 0.68

1 1/2" METAL DECK ---

PVC ROOFING SYSTEM ---

RIGID INSULATION (MINIMUM) 25.00

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 25.85

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

RIGID INSULATION (MIN R-25) - ACHIEVE SLOPE VIA TAPERED

INSULATION PER PLANS. MAINTAIN A MINIMUM OF 1/4" PER FT.

SLOPE TO SCUPPER OUTLET. PROVIDE TAPERED CRICKETS AT

HIGH SLOPE OF ALL STRUCTURAL PENETRATIONS, MEP

EQUIPMENT AND ANY RELATED PENETRATIONS TO DIRECT WATER

TO SCUPPER

1 1/2" METAL DECK - REFER TO STRUCTURAL

DRAWINGS FOR MORE INFORMATION

5/8" GYPSUM FIBER ROOF BOARD

FULLY ADHERED .060 TPO PVC ROOFING SYSTEM, PROVIDE ALL

ACCESSORIES AND FLASHING AS REQUIRED TO COMPROMISE A

COMPLETE ROOFING SYSTEM

TRAFFIC MEMBRANE PADS, EXTENT WHERE INDICATED ON

PLANS

EXTERIOR WALL SYSTEM - W7W7

2" MIN. EPS INSULATION BOARD BY EIFS MANF.

DRAINAGE MAT BY EIFS MANF.

ADDITIONAL WALL FINISH (SHOWN DASHED) ON INTERIOR SURFACE;

REFER TO FLOOR PLANS AND ROOM FINISH SCHEDULE FOR

OCCURRENCE, LOCATION, AND EXTENT OF WALL COVERAGE. 5/8"

MOISTURE RESISTANT GYPSUM WALL BOARD REPLACES TYPE-X AS

SUBSTRATE IN ALL RESTROOMS AND JANITOR'S CLOSETS, TYPICAL

WALL SYSTEM R-VALUE

8"

SPRAY APPLIED AIR AND VAPOR BARRIER

8"x16" CONCRETE MASONRY UNIT - REFER TO

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

INTERIOR AIR FILM 0.68

8" CONCRETE MASONRY UNIT 1.11

2" RIGID INSULATION 10.0

EXTERIOR AIR FILM 0.17

TOTAL R-VALUE 11.96

* REFER TO PLANS AND SECTIONS FOR LOCATIONS AND DIMENSIONS

REINFORCING MESH EMBEDDED IN BASE COAT

EIFS FINISH, 'FINE SAND' TEXTURE

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

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BUILDING SYSTEMS

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-002

JF MW

BIDDING DOCUMENTS

72"

C R

RE ESES DCDC

C R

ES

D

C R

E

C R

C R

C R

C

RC

RC

R

UP

5-AS-423

5-AS-301

CONNECTING

VESTIBULE

E -0

SF1

5-AS-423

/5

-A S

-4

5-AS-301

E X

-0

G6SG6SG6SG6S G6S G6S G6S

B3S

OFFICE

EX-142

OFFICE

EX-143

OFFICE

EX-144

CONFERENCE

EX-145 OFFICE

EX-146

CORRIDOR

EX-127 OFFICE

EX-129

WORKROOM

EX-130

ROOM

EX-131

ROOM

EX-132

ROOM

EX-133

ROOM

EX-134

ROOM

EX-136

ROOM

EX-137

ROOM

EX-138

ROOM

EX-139

ROOM

EX-140

ROOM

EX-141

CORRIDOR

EX-C2

5-AS-530

Sim

E

5-AS-301

5-AS-301

GWB

7' - 6"

ACT-1

8' - 0"

CORRIDOR

EX-127

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

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rv t

BLDG 5-WORK IN EXISTING BUILDING

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-100.A

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AS-100.A

1 FIRST FLOOR - EXISTING BUILDING NEW CONSTRUCTION

EXISTING FLOOR PLAN ROOM FINISH SCHEDULE

Room Number Floor Finish Base Finish

Base Height North Wall Finish South Wall Finish East Wall Finish

West Wall Finish Comments

EX-127 LVT-1 VB-2 4" EX GWB, P-7 EX GWB, P-7 EX GWB, P-7 EX GWB, P-7

EX-129 - - - - - P-7

EX-130 - - - - - P-7

EX-131 - - - - -

EX-132 - - - - - -

EX-133 - - - - - -

EX-134 - - - - - -

EX-135 - - - - - -

EX-136 - - - - - -

EX-137 - - - - - -

EX-138 - - - - - -

EX-139 - - - - - -

EX-140 - - - - - -

EX-141 - - - - -

EX-142 - - - - - P-7

EX-143 - - - - - P-7

EX-144 - - - - - P-7

EX-145 CPT-1 VB-2 4" EX GWB, GWB,P-7 EX GWB, GWB P-7 GWB, P-7 SF, P-7

EX-146 - - - - - P-7

EX-C2 - - 4" - - - EX GWB,

GWB, P-7

NEW WALL ONLY TO

RECIEVE WORK

N

1/4" = 1'-0"

5-AS-100.A

2 1ST FLOOR RCP

R

C R

C R

CRCR

CR

C

RC

R

A

C E F

5-AS-201

5-AS-201

A D

D

IT

IO

N

E X

IS

T

IN

G

B U

IL

D

IN

G

UP

5-AS-202

5-AS-202

G

VESTIBULE

CORRIDOR

C1

CONNECTING

VESTIBULE

OIT

ELECTRICAL

CONF 1

CONF 2

INTERVIEW 1

INTERVIEW 2

WOMEN'S

MEN'S

TEAM ROOM

OPEN OFFICE

PHONE

PHONE

HAC

SECURE

STORAGE

OFFICE

OFFICE

STAIR 1 - 1ST

LEVEL

ST1.1

ELEVATOR

EL.1

INTERVIEW 3

CONF

STORAGE

MECHANICAL

PHONE

STAIR 2 - 1ST

LEVEL

ST2.1

OFFICE

ALCOVE

RECEPTION /

WAITING

NUTRITION

STATION

UP

ELEVATOR

EQUIPMENT

PHONE

/5

-A S

-4

UP

ELEVATOR

LOBBY

5-AS-301

5-AS-421

5-AS-422

107106105

ST1.1

117118

E-02ST2.1

E-01

128a

5-AS-432

13A Sim

5-AS-423

Sim

CW4

CW5

CW5

CW5

5-AS-424

H

D

CW1CW1

CW2

66 SF

CORRIDOR

C2

1/5-AS-430

/5

-A S

-4

3/5-AS-430

/5

-A S

-4

/5

-A S

-4

5-AS-301

5-AS-301

5-AS-301

5-AS-301

5-AS-301

/5

-A S

-4

5/5-AS-430

E-06

C1124123

SF2

CW3

CW3

SF5

128b

W2

W1

W2

P8 P8S

P8

P8

W5

P8

P8

G3S

G3S G3S G3S F3S

B3S

B3S

G3S

G3S

B3S

B3

B3

B3S

B3

B3S

D3S

B3S

B3SG3S

G3S

P8S

G3S

P8S

G3S G3S

G3S

B3S

G3S

B3S

B3S

B3S

B3S

B3S

W7 P8S

P8

F3S

B3S

P8D3S

D3S

B3S

W5

W5

G3S

P8S

B6S

G3S

G3S

G3S

F3

G6S G6S

P8

G3S

G3S

W4

P8

G6S

DMNT DMNT DMNTDMNT DMNT

DMNT

DMNT

B3SDMNT

B3S

B3S

B3S

B3S

DMNT

DMNT

B3S

B3S

DMNT

DMNT

DMNT

B3

DMNT

DMNT

B3S

DMNT

B3S

DMNT

G3S

G3S

G3S

B3

P8

P8

P8

B3

B3

B6S

DMNT

DMNT

D3SB3S

5-AS-323

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

5-AS-530

/5

-A S

-4

5/5-AS-431

SF7

G6S G6S

EXISTING

BUILDING #5

ADDITION

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

/4

/2

:1 :5

A

M C

R e v it \2

\L o c a l C o p ie s \2

T a s k -0

-2

R

A R

C ff a c k e n th a l.

rv t

BLDG 5-1ST FLOOR PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-101

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AS-101

1 FIRST FLOOR

1 MOP SINK - REFER TO PLUMBING DRAWINGS

2 CASEWORK/COUNTERTOP - REFER TO 5-AS-400 SHEETS

3 ADA ACCESSIBLE DRINKING FOUNTAIN

4 ADA PUSH PAD - COOR W/ ELECTRICAL

GENERAL NOTES

1 ALL WALLS ARE 'B3S' WALL PARTITION TYPE UNLESS NOTED

OTHERWISE. REFER TO SHEET 5-AS-001 FOR WALL HEIGHTS AND TYPE

DESCRIPTIONS.

2 SEE SHEET 5-AS-001 FOR GRAPHIC SYMBOL LEGEND.

3 COORDINATE WORK OF ALL TRADES PRIOR TO STARTING

CONSTRUCTION.

4 ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUD FRAMING, OR FACE

OF CONCRETE/MASONRY UNITS UNLESS NOTED OTHERWISE.

5 PROVIDE GYPSUM BOARD CONTROL JOINTS AND MASONRY CONTROL

JOINTS AT WALLS OVER 30'-0" IN LENGTH AND AS SPECIFIED. LOCATE

ABOVE EDGE OF OPENING WHEN POSSIBLE.

6 AT FIRE RATED WALLS WHERE OPENINGS ARE GREATER THAN 16

SQUARE INCHES OR WHERE TOTAL AREA OF OPENINGS EXCEEDS 100

SQUARE INCHES IN 100 SQUARE FEET, WRAP 5/8" TYPE 'X' GYPSUM

BOARD BEHIND OPENINGS PER U.L. DESIGN #U510.

7 FRAME DOOR OPENINGS 4" FROM FACE OF PERPENDICULAR WALL ON

HINGE SIDE AND 1'-6" FROM FACE OF PERP. WALL ON LATCH SIDE

UNLESS NOTED OTHERWISE.

8 THE CONTRACTORS INVOLVED IN THIS PROJECT SHALL BE

RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE

WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND

LOCAL CODES, LAWS, SAFETY REGULATIONS, AND HAZARDOUS WASTE

LAWS. THE CONTRACTORS SHALL FURNISH ALL NECESSARY PERMITS.

9 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOMS

AND WET AREAS.

10 THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND

THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE

CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF

ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSION OF THE BUILDING,

THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL,

MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT

AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE

NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE

BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE

TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE

PROPER EXECUTION AND COMPLETION OF THE WORK. ALL WORK

SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL

PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK.

11 GENERAL CONTRACTOR IS TO FOLLOW AND OBEY ALL FEDERAL, STATE

AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS

WASTE LAWS, ETC.

12 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH

BUILDING COMPONENT LOCATION. BRING ANY DISCREPANCIES TO THE

ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY.

13 FIRE EXTINGUISHERS AND CABINETS TO COMPLY WITH NFPA 101 AND

NFPA 10. CONTRACTOR TO VERIFY QUANTITY AND EXACT LOCATIONS

WITH COR PRIOR TO INSTALLATION.

14 BUILDING FIRST FLOOR IS REFERENCE ELEVATIONS IS 100'-0". SEE CIVIL

DRAWINGS FOR U.S.G.S. ELEVATION.

15 ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE

AND MANNER ACCEPTABLE TO THE ARCHITECT AND COR.

16 PROVIDE SHEET METAL OR FIRE RETARDANT WOOD BLOCKING IN WALL

CAVITIES FOR ITEMS THAT ARE REQUIRED TO BE SECURED TO THE

WALLS.

17 TAPE AND SPACKLE ALL PENETRATIONS IN GYPSUM BOARD

PARTITIONS, INCLUDING WATER LINES, DRAINS, CONDUIT, AND

THERMOSTATS. INSTALL FIRE RETARDANT SEALANT AT PENETRATIONS

IN RATED PARTITIONS AS REQUIRED.

18 ALL CONCRETE MASONRY UNITS SHALL BE LAID RUNNING BOND

UNLESS NOTED OTHERWISE.

19 ALL CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT UNLESS

NOTED OTHERWISE.

20 CAULK INTERSECTION BETWEEN DIFFERENT MATERIALS.

21 CAULK TOILET FIXTURES TO FLOOR PER SEALANT SCHEDULE IN

SPECIFICATIONS.

22 CAULK ALL COUNTERTOP BACKSPLASHES TO WALL USING SILICONE

SEALANT.

23 ALL NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL, AND CEILING

MATERIALS, SHALL BE IN ACCORDANCE WITH FLAME SPREAD AND

SMOKE DEVELOPMENT REQUIREMENTS IN CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE AND NFPA 101.

24 EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR

BEGINNING OF WORK. ANY ERRORS OR OMISSIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

25 COVER ALL RETURN AIR AND EXHAUST GRILLES WITH FILTER MEDIA

FOR DURATION OF JOB AND CHANGE REGULARLY.

FLOORPLAN KEYNOTES ( )

KEYNOTES BELOW MAY BE REFERENCED ON OTHER PAGES;

NOTES MAY NOT APPEAR ON ALL SHEETS

A

C E F

G

HD

108' - 1 3/4" 10' - 10"

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

6'

3'

1/

4" 4'

/4

3'

2'

1/

2'

/1 6"

3'

5'

1'

/4

/8

2'

3/ 8"

4'

/4

1'

/4

85.00°

85.00°

5' - 1" 113' - 3 1/4"

21' - 8" 10' - 7 3/4" 7 5/8" 10' - 1 5/8" 9' - 10" 10" 12' - 0" 8' - 6 1/4" 8' - 7 3/4" 2' - 6" 9' - 0" 7' - 6 1/4" 11' - 4"

1'

1' - 0"

1' - 7 1/2"

2'

/8

C O

N F

IR

M

W

IT

H E

LE

V

. M A

N F

7'

/1

6" 8'

/8

5'

8'

/4

9'

/8

/2

2' - 6 5/8"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 18' - 11 5/8" 8' - 8 1/8" 2' - 3 5/8" 10' - 3 1/8"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 14' - 7 5/16" 2' - 3 1/16"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 24' - 2" 23' - 2 3/4"

4' - 7 1/4" 1' - 3" 10' - 0 1/8" 1' - 3" 3' - 9 7/8" 4' - 4 3/8" 4' - 9 3/4"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 5' - 8 7/8"

1' - 3"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 4' - 5"

11' - 0 9/16" 1' - 3" 8' - 5 7/16"

8'

/8

8'

/8

8'

/8

/8

/4

6'

/8

/2

6"

/4

1'

5'

1/ 8"

1'

1'

4'

1'

1'

2'

3/ 8"

1'

/8

2'

5/ 8"

5'

/8

1'

1'

/8

OPEN OFFICE

OFFICE

OFFICE

OFFICE

CONF 2

CONF

STORAGE

CONF 1

CORRIDOR

C2

MECHANICAL

ELECTRICAL

OIT

ELEVATOR

EL.1

CONNECTING

VESTIBULE

127STAIR 1 - 1ST

LEVEL

ST1.1

VESTIBULE

TEAM ROOM

RECEPTION /

WAITING

MEN'S

WOMEN'S

SECURE

STORAGE

INTERVIEW 3

ELEVATOR

EQUIPMENT

HAC

INTERVIEW 1

PHONE

PHONE

INTERVIEW 2

STAIR 2 - 1ST

LEVEL

ST2.1

ELEVATOR

LOBBY

13' - 4"

7' - 10" 5' - 3 1/4"

4' - 4 7/16" 1' - 3 5/8" 5' - 7 13/16"

/8

1' - 4 1/4"

/8

9'

/4

7'

3/ 4"

V E

R

IF

Y W

/M A

N F

6'

/8

5'

/8

VERIFY W/MANF.

12' - 1 3/4"

11' - 3 1/4"

10' - 5 1/4"

1' - 0"

5' - 3 7/8" 4' - 1 1/4"

1/

2"

1/

2"

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

/8

22' - 11 1/8"

4' - 2 1/2"

1/

2"

1'

/4

7' - 9 3/8"

6'

/2

/8

2'

5/ 8"

7'

4' - 11" 2' - 6 1/2"

4'

/2

7'

1/ 2"

/8

1' - 8 1/4"

7 1/2"

1'

/8

1'

/2

6"

1' - 8"

/2

1'

/4

6'

3'

7 9/16" 1' - 7 1/2"

/1 6"

/1 6"

1' - 6 5/8"

1'

/8

ALCOVE

11' - 3 3/8"

7' - 6 13/16"

PHONE

PHONE

NUTRITION

STATION

CORRIDOR

C1

CORRIDOR

C1

UP

9' - 8 1/2"

30' - 0" 7' - 0 1/8" 19' - 11 7/8" 30' - 0" 18' - 6 1/4"

6' - 0" 7' - 1 1/4"

11' - 8 3/16"

UP

6'

1'

/1 6"

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

/4

/2

:1 :5

A

M C

R e v it \2

\L o c a l C o p ie s \2

T a s k -0

-2

R

A R

C ff a c k e n th a l.

rv t

1ST FLOOR DIMENSIONED PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-101.D

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AS-101.D

1 FIRST FLOOR DIMENSIONED PLAN

CR CR

R

CR CR

CRCR

A

C E F

5-AS-201

DOWN

UP

G

OFFICE

OFFICE

OFFICE

BREAK

ROOM

SECURE

STORAGE

HAC

WOMENS

MENS

TEAM ROOM

TEAM ROOM

STAIR 1 - 2ND

LEVEL

ST1.2

OIT

221 ELECTRICAL

MECHANICAL

DOWN

PHONE

PHONE

RESTROOM

VESTIBULE

ELEVATOR

EL.2

OPEN OFFICE

WORK

CENTER

CORRIDOR

C3

PHONE

PHONE

2/5-AS-432

/5

-A S

-4

4/5-AS-432

5/5-AS-432

5-AS-301

5-AS-421

5-AS-422

211212

ST1.2

205 206

ST2.2

HD

99 SF

ELEVATOR

LOBBY

CORRIDOR

C4

CORRIDOR

C5

CORRIDOR

C6

STAIR 2 - 2ND

LEVEL

ST2.2

149 SF

TEAM ROOM

7/5-AS-430

/5

-A S

-4

8/5-AS-430

5-AS-432

5-AS-321

5-AS-301

5-AS-301

5-AS-301

5-AS-301

5-AS-301

5-AS-432

CW4

CW5

CW5

CW5

CW1

CW1

CW2

CW3

CW3

SF6

C4

215 218

C5

5-AS-432

W1

W2

P8 P8

P8

W5

P8

P8

P8

F1

G3S

G3S

P8

F3

F3

W7

G3S G3S

W7

F1

P8

P8

AK4S

B3S

G3SG3S

B3S

B3B3

B3S

B3S

B3S

G3S

G3S

G3S

G3S

G3S

B3S

B3S

B6S

B3SB3S

W5

P8 P8

G3S

G3S

G3S

W7

W4

P8

B3S

DMNT

DMNT

DMNT

B3S

DMNT

DMNT

DMNT

DMNT

B3S

B3S DMNT

DMNT

B3S

DMNT

B3S

DMNT

B3S

B3S

F1

B3S

DMNT

DMNT

DMNT

B3S

B3S

DMNT

P8

P8

G3

G3

G3

G3

G3

G3

G3

G3

/5

-A S

-4

5-AS-323

5-AS-531

5-AS-531

5-AS-531

5-AS-531

5-AS-531

5-AS-531

Sim

7/5-AS-431

8/5-AS-431

5-AS-530

Sim

5-AS-530

Sim

SF3

SF3

SF3

10/5-AS-430

/5

-A S

-4

/5

-A S

-4

12/5-AS-431

AK4S

AK4S

AK4S

5-AS-523

SF2

MECHANICAL SHAFT

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

/4

/2

:1 :5

A

M C

R e v it \2

\L o c a l C o p ie s \2

T a s k -0

-2

R

A R

C ff a c k e n th a l.

rv t

BLDG 5-2ND FLOOR PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-102

JF MW

BIDDING DOCUMENTS

N

1/4" = 1'-0"

5-AS-102

1 SECOND FLOOR

GENERAL NOTES

1 ALL WALLS ARE 'B3S' WALL PARTITION TYPE UNLESS NOTED

OTHERWISE. REFER TO SHEET 5-AS-001 FOR WALL HEIGHTS AND TYPE

DESCRIPTIONS.

2 SEE SHEET 5-AS-001 FOR GRAPHIC SYMBOL LEGEND.

3 COORDINATE WORK OF ALL TRADES PRIOR TO STARTING

CONSTRUCTION.

4 ALL DIMENSIONS ARE TO GRID LINES, FACE OF STUD FRAMING, OR FACE

OF CONCRETE/MASONRY UNITS UNLESS NOTED OTHERWISE.

5 PROVIDE GYPSUM BOARD CONTROL JOINTS AND MASONRY CONTROL

JOINTS AT WALLS OVER 30'-0" IN LENGTH AND AS SPECIFIED. LOCATE

ABOVE EDGE OF OPENING WHEN POSSIBLE.

6 AT FIRE RATED WALLS WHERE OPENINGS ARE GREATER THAN 16

SQUARE INCHES OR WHERE TOTAL AREA OF OPENINGS EXCEEDS 100

SQUARE INCHES IN 100 SQUARE FEET, WRAP 5/8" TYPE 'X' GYPSUM

BOARD BEHIND OPENINGS PER U.L. DESIGN #U510.

7 FRAME DOOR OPENINGS 4" FROM FACE OF PERPENDICULAR WALL ON

HINGE SIDE AND 1'-6" FROM FACE OF PERP. WALL ON LATCH SIDE

UNLESS NOTED OTHERWISE.

8 THE CONTRACTORS INVOLVED IN THIS PROJECT SHALL BE

RESPONSIBLE FOR DESIGNING AND INSTALLING THEIR RESPECTIVE

WORK AND SYSTEMS TO MEET ALL APPLICABLE FEDERAL, STATE, AND

LOCAL CODES, LAWS, SAFETY REGULATIONS, AND HAZARDOUS WASTE

LAWS. THE CONTRACTORS SHALL FURNISH ALL NECESSARY PERMITS.

9 PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOMS

AND WET AREAS.

10 THE CONTRACTOR SHALL REVIEW THE DRAWINGS AND UNDERSTAND

THE SCOPE OF THE DRAWINGS TO BE THE FOLLOWING: THESE

CONSTRUCTION DOCUMENTS (DRAWINGS, SPECIFICATIONS, ADDENDA)

INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF

ARCHITECTURAL DESIGN CONCEPTS, THE DIMENSION OF THE BUILDING,

THE MAJOR ARCHITECTURAL ELEMENTS, AND THE MAJOR STRUCTURAL,

MECHANICAL, AND ELECTRICAL SYSTEMS. THE DOCUMENTS DO NOT

AND ARE NOT INTENDED TO INDICATE OR DESCRIBE IN DETAIL ALL THE

NECESSARY WORK REQUIRED FOR FULL PERFORMANCE OF, AND

COMPLETION OF THE REQUIREMENTS OF THE CONTRACT. ON THE

BASIS OF THE GENERAL SCOPE INDICATED IN THESE DOCUMENTS, THE

TRADE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE

PROPER EXECUTION AND COMPLETION OF THE WORK. ALL WORK

SHALL BE COMPLETE IN EVERY DETAIL AND THE CONTRACTORS SHALL

PROVIDE A ONE YEAR WARRANTY FOR THEIR WORK.

11 GENERAL CONTRACTOR IS TO FOLLOW AND OBEY ALL FEDERAL, STATE

AND LOCAL CODES, LAWS, SAFETY REGULATIONS AND HAZARDOUS

WASTE LAWS, ETC.

12 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN EACH

BUILDING COMPONENT LOCATION. BRING ANY DISCREPANCIES TO THE

ARCHITECT'S ATTENTION IN WRITING IMMEDIATELY.

13 FIRE EXTINGUISHERS AND CABINETS TO COMPLY WITH NFPA 101 AND

NFPA 10. CONTRACTOR TO VERIFY QUANTITY AND EXACT LOCATIONS

WITH COR PRIOR TO INSTALLATION.

14 BUILDING FIRST FLOOR IS REFERENCE ELEVATIONS IS 100'-0". SEE CIVIL

DRAWINGS FOR U.S.G.S. ELEVATION.

15 ALL WORK SHALL BE PERFORMED IN A SKILLED WORKMANSHIP TYPE

AND MANNER ACCEPTABLE TO THE ARCHITECT AND COR.

16 PROVIDE SHEET METAL OR FIRE RETARDANT WOOD BLOCKING IN WALL

CAVITIES FOR ITEMS THAT ARE REQUIRED TO BE SECURED TO THE

WALLS.

17 TAPE AND SPACKLE ALL PENETRATIONS IN GYPSUM BOARD

PARTITIONS, INCLUDING WATER LINES, DRAINS, CONDUIT, AND

THERMOSTATS. INSTALL FIRE RETARDANT SEALANT AT PENETRATIONS

IN RATED PARTITIONS AS REQUIRED.

18 ALL CONCRETE MASONRY UNITS SHALL BE LAID RUNNING BOND

UNLESS NOTED OTHERWISE.

19 ALL CONCRETE MASONRY UNITS TO BE NORMAL WEIGHT UNLESS

NOTED OTHERWISE.

20 CAULK INTERSECTION BETWEEN DIFFERENT MATERIALS.

21 CAULK TOILET FIXTURES TO FLOOR PER SEALANT SCHEDULE IN

SPECIFICATIONS.

22 CAULK ALL COUNTERTOP BACKSPLASHES TO WALL USING SILICONE

SEALANT.

23 ALL NEW INTERIOR FINISHES, INCLUDING FLOOR, WALL, AND CEILING

MATERIALS, SHALL BE IN ACCORDANCE WITH FLAME SPREAD AND

SMOKE DEVELOPMENT REQUIREMENTS IN CURRENT EDITION OF THE

INTERNATIONAL BUILDING CODE AND NFPA 101.

24 EXISTING CONDITIONS SHALL BE FIELD VERIFIED PRIOR TO BIDDING OR

BEGINNING OF WORK. ANY ERRORS OR OMISSIONS SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT.

25 COVER ALL RETURN AIR AND EXHAUST GRILLES WITH FILTER MEDIA

FOR DURATION OF JOB AND CHANGE REGULARLY.

1 MOP SINK - REFER TO PLUMBING DRAWINGS

2 CASEWORK/COUNTERTOP - REFER TO 5-AS-400 SHEETS

3 ADA ACCESSIBLE DRINKING FOUNTAIN

4 ADA PUSH PAD - COOR W/ ELECTRICAL

FLOORPLAN KEYNOTES ( )

KEYNOTES BELOW MAY BE REFERENCE ON OTHER PAGES;

NOTES MAY NOT APPEAR ON ALL SHEETS

C E F

G

HD

107' - 6 1/4" 10' - 10"

/8

5' - 1" 21' - 8 1/16" 10' - 7 11/16" 7 3/8" 10' - 1 7/8" 9' - 10" 10" 12' - 0" 8' - 6 1/4" 8' - 7 3/4" 11' - 6" 1' - 1 7/8" 6' - 0" 4 3/8" 10' - 8 3/8"

5' - 1" 112' - 7 5/8"

2'

/8

7'

/1

6" 8'

/8

5'

8'

/4

9'

/8

/2

15' - 1" 6' - 5 3/8" 16' - 5 3/4" 4' - 5 3/8" 8' - 10" 6' - 1" 1' - 3" 5' - 0" 6' - 4" 17' - 5 7/32" 1' - 9" 7' - 3 9/32" 10' - 7 1/4"

8'

/8

7'

/1 6"

7'

/4

12' - 1 13/16"

11' - 3 11/32"

85.00°

85.00°

95.00°

/1 6"

/4

/1 6"

6'

3'

5'

3'

5'

3'

5'

4'

1'

1' - 6" 16' - 0 1/4"

1' - 0"

1'

/8

1'

1' - 0"

/8

1'

5'

1/ 8"

1'

1'

/2

4'

/2

1'

1'

4'

8'

1'

1'

/8

4' - 7 1/8" 1' - 3"1' - 11 3/4"

1' - 10 1/8"

1' - 7 1/4"

1' - 9 7/8"

7' - 10"

0" 6'

0" 6'

2'

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

MECHANICAL

ELECTRICAL

OIT

ELEVATOR

EL.2

ELEVATOR

LOBBY

STAIR 1 - 2ND

LEVEL

ST1.2

TEAM ROOM

TEAM ROOM

TEAM ROOM

OPEN OFFICE

OFFICE

OFFICE

OFFICE

BREAK

ROOM

CORRIDOR

C5

SECURE

STORAGE

208PHONE

PHONE

PHONE

PHONE

HAC

WOMENS

MENS

CORRIDOR

C4

2'

5/

7'

5'

/8

1' - 3 5/8"

4' - 4 7/16" 1' - 3 5/8" 5' - 7 13/16"

2' - 4"

/8

3'

6"

1/

2"

7 3/4"

1' - 2"

1/

2"

1/

2"

8' - 6 3/8" 6' - 8 3/16" 5' - 7 1/4" 6' - 8 3/16"

/8

6'

3'

1/

2"

1/

2"

1'

/1 6"

3'

5/

8 11/16" 8 11/16"

1'

/8

/1 6"

2' - 0 5/8" 12' - 6"

REF TO DEMOUNTABLE PARTITION SHEETS

V.I.F. 6' - 5 5/8"

9' - 5 3/4" 11' - 9 1/8" 14' - 6 3/16" 8 11/16" 8 11/16"

1'

3/

/1

6"

/4

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

2'

12' - 1 1/4"1' - 5 1/4"1' - 0"

5/

8"

5/

8"

7'

/1 6"

MECHANICAL

SHAFT

30' - 0" 7' - 0 1/8" 19' - 11 7/8" 30' - 0" 18' - 6 1/4"

DN

4'

/4

3/

4"

14' - 6 3/4"

5' - 11 3/4"6' - 0 1/2"

FULLY SPRINKLERED

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 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

Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Office of Construction and Facilities Management th re e e ig h th s in c h o n e fo o t

EXPAND SPECIALTY

CARE

SUBMISSIONS

REVISIONS

ARCHITECT/ENGINEERS:

7260 SHADELAND STATION

INDIANAPOLIS, IN 46256-3957

TEL 317.547.5580 FAX 317.543.0270

www.structurepoint.com

United States Department of Veterans Affairs R. L. Roudebush VAMC 1481 West 10th Street Indianapolis, Indiana 46202

65% DESIGN DEVELOPMENT 01-23-15

95% CONSTRUCTION DOCUMENTS 02-25-15

11FY14

100% SUBMITTAL DOCUMENTS 05-29-15

BID DOCUMENTS 05-10-17

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SECOND FLOOR DIMENSIONED PLAN

05-10-2017

VA 583-331

R.L. ROUDEBUSH VAMC, Indianapolis, IN

5-AS-1…