Mt Home Chapel B13 - Bid Documents_Part2.pdf

FIRST FLOOR

0' - 0"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

WATER TABLE

2' - 9 31/32"

ROOF BOTTOM

24' - 1 5/32"

3 3 3 3 3

B/O TOWER ROOF

52' - 9 19/32"

8 8

AE302

AE302

AE302

AE302

AE301

AE301

AE301

AE301

AAAAA

AE131

AS432

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

C

F

13 13

H

G 4

AS432

AS432

AE402

AE402

16 17

TYP.

TYP.

TYP.

TYP.

G E N E R A L N O T E S :

A. CLEAN EXTERIOR BRICK, STONE BANDS, AND STONE SILLS - SEE SPECIFICATIONS.

B. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE,

AND CONSISTENCY.

C. ALL EXTERIOR PAINTED WOOD SHALL BE STRIPPED OF LOOSE PAINT AND MADE SMOOTH.

THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

CONTRACTOR SHALL ASSESS DAMAGE TO WOOD AND NOTIFY C.O.R. PRIOR TO THE START

OF REFINISHING AND REPAINTING SO THE UNIT CAN BE PROPERLY REPAIRED OR

REPLACED.

D. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM, OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS

TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED

SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS

SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS DIRECTED BY

THE VA C.O.R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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F E

M t H o m e

C h a p e l_

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:0

P

M

AE201

ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

SOUTH - ELEVATION

D R A W I N G N O T E S :

1 CLEAN AND REPAIR EXTERIOR LIGHT FIXTURE, PROVIDE NEW LIGHT BULBS AS NEEDED.

2 REGRADE TO SLOPE AWAY FROM EXTERIOR WALLS - SEED AND STRAW DISTURBED

SOIL.

3 INSTALL NEW WINDOW PER SCHEDULE.

4 REMOVE LOOSE PAINT AND MAKE SMOOTH - REPAINT WOOD FRAMING.

5 REPLACE DAMAGED OR MISSING SLATE ROOF TILES - SIXTY (60) TOTAL - SEE ROOF

PLAN FOR APPROXIMATE LOCATIONS.

6 TUCK-POINT BRICK FROM 2FT ABOVE GRADE AND DOWN TO FOOTING. MATCH EXISTING

MORTAR CONSISTENCY AND PROFILE. STAIN MORTAR TO MATCH EXISTING ADJACENT

COLOR.

7 REMOVE DIRT AND DEBRIS FROM ALL EXTERIOR BRICK WALLS FROM GRADE TO 3FT

ABOVE GRADE.

8 REMOVE JOINT SEALANT AT STONE COPING - REPLACE WITH HEAVY DUTY SEALANT

AND BACKER ROD.

9 RESEAL AND REFASTEN ROOF RIDGELINE.

10 REMOVE EXISTING METAL COPING - REPLACE WITH NEW METAL COPING OVER NEW 2X

PT BLOCKING. REFER TO DETAIL

11 INSTALL CAST ALUMINUM CROSS MOUNTED TO EXISTING ROOF. REFER TO AE402 FOR

DETAILS.

12 EXISTING COPPER GUTTERS TO REMAIN.

13 EXISTING SLATE TILE ROOF TO REMAIN - REMOVE ALGAE AND VEGETATIVE GROWTH

FROM FULL EXTENT OF SLATE ROOF.

14 ALUMINUM GUARDRAIL.

15 NEW BRICK WALL AT STAIR AND / OR RAMP - SEE SECTIONS AND DETAILS ON SHEET

AS431

16 NEW ALUMINUM HANDRAIL AT 3'-0" AFF AND ALUMINUM GUARDRAIL AT 3'-6" AFF -

EXTEND HANDRAIL 12" PAST TOP AND BOTTOM RISER - SEE RAMP AND STAIR SECTIONS

AND DETAILS.

17 CAST STONE CAP.

18 CONCRETE STAIR.

19 BRICK WRAPPED CMU COLUMN WITH 4" STONE CAP

20 NEW ALUMINUM HANDRAIL AT 36" ABOVE STAIR NOSING - EXTEND 12" PAST TOP AND

BOTTOM RISER - RETURN HANDRAIL TO THE GROUND.

21 NEW CONCRETE RAMP - SEE SECTIONS AND DETAILS ON SHEET AS431

22 LOUVER TO BE ADDED TO WINDOW - SEE MECHANICAL DRAWINGS.

No. Revisions: Date:

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

WATER TABLE

2' - 9 31/32"

B/O TOWER ROOF

52' - 9 19/32"

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

AA A

A A

AE131

AE131

AS432

AS501

C

E E

4 4 4 4

AS432

AS501

007A

TYP.

TYP.

TYP.

TYP.

14 15

G E N E R A L N O T E S :

A. CLEAN EXTERIOR BRICK, STONE BANDS, AND STONE SILLS - SEE SPECIFICATIONS.

B. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE,

AND CONSISTENCY.

C. ALL EXTERIOR PAINTED WOOD SHALL BE STRIPPED OF LOOSE PAINT AND MADE SMOOTH.

THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

CONTRACTOR SHALL ASSESS DAMAGE TO WOOD AND NOTIFY C.O.R. PRIOR TO THE START

OF REFINISHING AND REPAINTING SO THE UNIT CAN BE PROPERLY REPAIRED OR

REPLACED.

D. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM, OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS

TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED

SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS

SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS DIRECTED BY

THE VA C.O.R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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F E

M t H o m e

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:2

P

M

AE202

ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

EAST - ELEVATION

D R A W I N G N O T E S :

1 TUCK-POINT BRICK FROM 2FT ABOVE GRADE AND DOWN TO FOOTING. MATCH EXISTING

MORTAR CONSISTENCY AND PROFILE. STAIN MORTAR TO MATCH EXISTING ADJACENT

COLOR.

2 REMOVE DIRT AND DEBRIS FROM ALL EXTERIOR BRICK WALLS FROM GRADE TO 3FT ABOVE

GRADE.

3 REPLACE DAMAGED OR MISSING SLATE ROOF TILES - SIXTY (60) TOTAL - SEE ROOF PLAN

FOR APPROXIMATE LOCATIONS.

4 INSTALL NEW WINDOW PER SCHEDULE.

5 REMOVE JOINT SEALANT AT STONE COPING - REPLACE WITH HEAVY DUTY SEALANT AND

BACKER ROD.

6 RESEAL AND REFASTEN ROOF RIDGELINE.

7 REMOVE LOOSE PAINT AND MAKE SMOOTH - REPAINT WOOD FRAMING.

8 EXISTING COPPER GUTTERS TO REMAIN.

9 EXISTING SLATE TILE ROOF TO REMAIN - REMOVE ALGAE AND VEGETATIVE GROWTH FROM

FULL EXTENT OF SLATE ROOF.

10 NEW ALUMINUM HANDRAIL AT 3'-0" AFF AND ALUMINUM GUARDRAIL AT 3'-6" AFF - EXTEND HANDRAIL 12" PAST TOP AND BOTTOM RISER - SEE RAMP AND STAIR SECTIONS AND DETAILS.

11 BRICK WRAPPED CMU COLUMN WITH 4" STONE CAP

12 NEW ALUMINUM HANDRAIL AT 36" ABOVE STAIR NOSING - EXTEND 12" PAST TOP AND

BOTTOM RISER - RETURN HANDRAIL TO THE GROUND.

13 CONCRETE STAIR - PROVIDE RISERS AT MAXIMUM 7" AND TREADS AT MINIMUM 11".

14 NEW BRICK WALL AT STAIR AND / OR RAMP - SEE SECTIONS AND DETAILS ON SHEET AS431

15 NEW CONCRETE RAMP - SEE SECTIONS AND DETAILS ON SHEET AS431

BALCONY

10' - 1 5/8"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

WATER TABLE

2' - 9 31/32"

5 5 5 5 5

AE302

AE302

AE302

AE302

AE301

AE301

AE301

AE301

AA A A A

C

D D D D

11 11

TYP.

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP.

TYP.

TYP.

B

AS432

AE402

G E N E R A L N O T E S :

A. CLEAN EXTERIOR BRICK, STONE BANDS, AND STONE SILLS - SEE SPECIFICATIONS.

B. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE,

AND CONSISTENCY.

C. ALL EXTERIOR PAINTED WOOD SHALL BE STRIPPED OF LOOSE PAINT AND MADE SMOOTH.

THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

CONTRACTOR SHALL ASSESS DAMAGE TO WOOD AND NOTIFY C.O.R. PRIOR TO THE START

OF REFINISHING AND REPAINTING SO THE UNIT CAN BE PROPERLY REPAIRED OR

REPLACED.

D. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM, OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS

TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED

SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS

SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS DIRECTED BY

THE VA C.O.R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

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/2

:0

:4

P

M

AE203

ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

NORTH - ELEVATION

D R A W I N G N O T E S :

1 INFILL EXISTING OPENING IN BRICK WALL WITH SALVAGED MATCHING BRICK - USE

BRICK FROM EXPOSED WALLS IN CRAWL SPACE - REPLACE CRAWL SPACE BRICK WITH

SIMILAR BRICK FROM SALVAGE YARD.

2 TUCK-POINT BRICK FROM 2FT ABOVE GRADE AND DOWN TO FOOTING. MATCH EXISTING

MORTAR CONSISTENCY AND PROFILE. STAIN MORTAR TO MATCH EXISTING ADJACENT

COLOR.

3 REMOVE DIRT AND DEBRIS FROM ALL EXTERIOR BRICK WALLS FROM GRADE TO 3FT

ABOVE GRADE.

4 REPLACE DAMAGED OR MISSING SLATE ROOF TILES - SIXTY (60) TOTAL - SEE ROOF

PLAN FOR APPROXIMATE LOCATIONS.

5 INSTALL NEW WINDOW PER SCHEDULE.

6 REMOVE LOOSE PAINT AND MAKE SMOOTH - REPAINT WOOD FRAMING.

7 REMOVE JOINT SEALANT AT STONE COPING - REPLACE WITH HEAVY DUTY SEALANT

AND BACKER ROD.

8 RESEAL AND REFASTEN ROOF RIDGELINE.

9 REATTACH EXISTING DOWNSPOUT TO COPPER GUTTER.

10 INSTALL CAST ALUMINUM CROSS MOUNTED TO EXISTING ROOF. REFER TO AE402 FOR

DETAILS.

11 EXISTING SLATE TILE ROOF TO REMAIN - REMOVE ALGAE AND VEGETATIVE GROWTH

FROM FULL EXTENT OF SLATE ROOF.

12 LOUVER TO BE ADDED TO WINDOW - SEE MECHANICAL DRAWINGS.

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

WATER TABLE

2' - 9 31/32"

3 3

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

A AAAA

AE131

AE131

C DD D D

6 6 6 6 6

6 6 6

TYP.

TYP.

TYP.

TYP.

TYP. TYP.

TYP. TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

B

AS501

G E N E R A L N O T E S :

A. CLEAN EXTERIOR BRICK, STONE BANDS, AND STONE SILLS - SEE SPECIFICATIONS.

B. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE,

AND CONSISTENCY.

C. ALL EXTERIOR PAINTED WOOD SHALL BE STRIPPED OF LOOSE PAINT AND MADE SMOOTH.

THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

CONTRACTOR SHALL ASSESS DAMAGE TO WOOD AND NOTIFY C.O.R. PRIOR TO THE START

OF REFINISHING AND REPAINTING SO THE UNIT CAN BE PROPERLY REPAIRED OR

REPLACED.

D. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM, OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS

TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED

SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS

SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS DIRECTED BY

THE VA C.O.R.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/3

/2

:0

:0

P

M

AE204

ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

WEST- ELEVATION

D R A W I N G N O T E S :

1 TUCK-POINT BRICK FROM 2FT ABOVE GRADE AND DOWN TO FOOTING. MATCH EXISTING

MORTAR CONSISTENCY AND PROFILE. STAIN MORTAR TO MATCH EXISTING ADJACENT

COLOR.

2 REMOVE DIRT AND DEBRIS FROM ALL EXTERIOR BRICK WALLS FROM GRADE TO 3FT

ABOVE GRADE.

3 REPLACE DAMAGED OR MISSING SLATE ROOF TILES - SIXTY (60) TOTAL - SEE ROOF

PLAN FOR APPROXIMATE LOCATIONS.

4 REMOVE JOINT SEALANT AT STONE COPING - REPLACE WITH HEAVY DUTY SEALANT

AND BACKER ROD.

5 RESEAL AND REFASTEN ROOF RIDGELINE.

6 INSTALL NEW WINDOW PER SCHEDULE.

7 EXISTING SLATE TILE ROOF TO REMAIN - REMOVE ALGAE AND VEGETATIVE GROWTH

FROM FULL EXTENT OF SLATE ROOF.

8 INSTALL CAST ALUMINUM CROSS MOUNTED TO EXISTING ROOF. REFER TO AE402 FOR

DETAILS.

9 REMOVE LOOSE PAINT AND MAKE SMOOTH - REPAINT WOOD FRAMING.

10 NEW 24" X 28" LOUVER - REFER TO MECHANICAL DRAWINGS.

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

AE302

AE302

AE301

AE301

AE301

AE301

11 11 1

2 2 2 2

AE131

P-2

ST-1

P-2

ST-1

P-2 P-2

ST-1

P-2

5 WEST CHAPEL

STAGE

WEST CRAWL SPACE

MECHANICAL 2

MECHANICAL 1

TOWER STAIR

ENTRANCE

TOWER LANDING

BELL LANDING

WEST BALCONY

AE311

AE311

AS501

FIRST FLOOR

0' - 0"

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

AE302

AE302

AE302

AE302

AE301

AE301

AE301

AE301

AS431

2 2 2 2

11 1 1 1

WEST CHAPEL

AE131

P-2

ST-1

P-2

P-2

ST-1

P-2

P-2

ST-1

AE601

STAGE

WEST BALCONY

ENTRANCE

MECHANICAL 1

MECHANICAL 2

TOWER STAIR

TOWER LANDING

BELL LANDING

P-2

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

AE301

AE301

AE301

AE301

P-2

ST-1

P-2

P-2

ST-1

WEST CHAPEL

WEST CRAWL SPACE

FIRST FLOOR

0' - 0"

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

AE301

AE301

AE301

AE301

AE311

AE131

P-2

ST-1

P-2

P-2

ST-1

AS501

WEST CHAPEL

WEST CRAWL SPACE

AE502

AE502

G E N E R A L N O T E S :

A. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS

DIRECTED BY THE VA C.O.R.

B. INDICATIONS FOR REFINISHING OF WOODWORK OR FLOORING SHALL INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWN TO BARE WOOD. SAND SMOOTH ALL SURFACES, SEAL WOOD, RESTAIN AND COAT WITH SPECIFIED VARNISH.

C. ALL EXTERIOR WOOD IS SCHEDULED TO RECEIVE NEW NEW PAINT - SEE FINISH SCHEULE AND LEGEND

D. ALL HARDWOOD FLOORS SHALL RECEIVE NEW STAIN - SEE FINISH SCHEDULE AND LEGEND.

E. SEAL AROUND ALL EXTERIOR PIPE OPENINGS IN THE EXTERIOR WALLS WITH EXTERIOR SEALANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/3

/2

:0

:2

P

M

AE301

WEST CHAPEL - SECTIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

NORTH SECTION - LONG

1/8" = 1'-0"

SOUTH SECTION - LONG

1/8" = 1'-0"

EAST SECTION - SHORT

1/8" = 1'-0"

WEST SECTION - SHORT

D R A W I N G N O T E S :

1 INSTALL NEW WINDOW PER SCHEDULE.

2 EXISTING WALL SCONCE TO REMAIN.

3 CLEAN WOOD BEAMS AND TRUSSES. CLEAN EXPOSED FINISHED CEILING/DECKING.

4 NEW WALL SCONCE TO REPLICATE EXISTING WALL SCONCE.

5 COORDINATE WOODWORK WITH DEMOLITION PHASE. STAIN TO MATCH ADJACENT WOOD TRIM.

6 SEE AE402 AND ORGAN RESTORATION FOR WORK IN THIS AREA.

7 REMOVE FLAKING AND CRACKING PAINT, MAKE SMOOTH, AND REPAINT WOOD CORNICES - SEE LEAD-BASED PAINT

ABATEMENT SPECIFICATION.

8 REMOVE FLAKING AND CRACKING PAINT, MAKE SMOOTH, AND REPAINT WOOD BRACKETS - SEE LEAD-BASED PAINT

ABATEMENT SPECIFICATION.

9 REMOVE FLAKING AND CRACKING PAINT, MAKE SMOOTH, AND REPAINT ROSE WINDOW TRIM.

10 INSTALL CAST ALUMINUM CROSS MOUNTED TO EXISTING ROOF. REFER TO AE402 FOR DETAILS.

11 EXISTING WOOD FRAMING TO REMAIN.

12 REFURBISHED STAIN-GLASS WINDOW - SEE SECTIONS, ELEVATIONS, AND SHEET AE602.

13 EXISTING SLATE SHINGLES - SEE ROOF PLAN FOR EXTENT OF NEW ROOFING WORK.

14 REFURBISH EXISTING BELL AND ASSOCIATED CONSTRUCTION. REFER TO SHEET AE402 FOR MORE DETAILS.

15 ALUMINUM 75 DEGREE SHIPS LADDER AT 19'-8" HIGH WITH ROOF ACCESS HATCH.

16 NEW 30" X 30" OPENING - PROVIDE STEEL PLATE LINTEL AT TOP OF OPENING - 4" BEARING AT EACH SIDE OF LINTEL

17 NEW STRUCTURAL FRAMING. REFER TO STRUCTURAL DRAWINGS FOR DETAILS.

18 6 X 8 WOOD BEAM MOUNTED TO EXISTING TRUSSES WITH ORNAMENTAL JOIST HANGER.

19 14'-0" DIA. CEILING FAN - SEE MECHANICAL DRAWINGS.

20 WATER RESISTANT POURED RUBBER FLOORING TO MATCH EXISTING.

21 STAIN PULPIT AND ALTAR RAILING - SEE FINISH SCHEDULE.

22 LOUVER TO BE ADDED TO WINDOW - SEE MECHANICAL DRAWINGS.

23 VERTICAL STAINLESS STEEL LADDER AT 9'-0" HIGH.

24 GRATED METAL ACCESS HATCH.

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

AE131

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

P-2

ST-1

P-2

ST-1

P-2

P-2CTW-1

ST-1

ST-1

CTW-1

P-2

2 2 2 2

BELL LANDING

TOWER LANDING

TOWER STAIR

TOWER STAIR

MECHANICAL 2

ENTRANCE

NORTH BALCONY

NORTH CHAPEL

STAGE

NORTH CRAWL SPACE

IT

AE441

AE311

FIRST FLOOR

0' - 0"

BALCONY

10' - 1 5/8"

BASEMENT

-9' - 6 11/16"

TOWER LANDING

19' - 5 3/8"

BELL LANDING

39' - 1 23/32"

AE131

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

AE131

P-2

ST-1

P-2

ST-1

P-2

P-2

1 1

2 2 2 2

/2

/8

NORTH CHAPEL

STAGE

BELL LANDING

TOWER LANDING

TOWER STAIR

MECHANICAL 2

NORTH CRAWL SPACE

IT

ENTRANCE

NORTH BALCONY

AE441

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

AE302

AE302

AE302

AE302

AE441

P-2

ST-1

P-2 P-2

NORTH CHAPEL

NORTH CRAWL SPACE

10 9

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

AE302

AE302

AE302

AE302

P-2P-2

P-2

ST-1ST-1

AE311

NORTH CRAWL SPACE

NORTH CHAPEL

AS501

AE502

G E N E R A L N O T E S :

A. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS

DIRECTED BY THE VA C.O.R.

B. INDICATIONS FOR REFINISHING OF WOODWORK OR FLOORING SHALL INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWN TO BARE WOOD. SAND SMOOTH ALL SURFACES, SEAL WOOD, RESTAIN AND COAT WITH SPECIFIED VARNISH.

C. ALL EXTERIOR WOOD IS SCHEDULED TO RECEIVE NEW NEW PAINT - SEE FINISH SCHEULE AND LEGEND

D. ALL HARDWOOD FLOORS SHALL RECEIVE NEW STAIN - SEE FINISH SCHEDULE AND LEGEND.

E. SEAL AROUND ALL EXTERIOR PIPE OPENINGS IN THE EXTERIOR WALLS WITH EXTERIOR SEALANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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AE302

NORTH CHAPEL - SECTIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

EAST SECTION - LONG

1/8" = 1'-0"

WEST SECTION - LONG

1/8" = 1'-0"

SOUTH SECTION - SHORT

1/8" = 1'-0"

NORTH SECTION - SHORT

D R A W I N G N O T E S :

1 INSTALL NEW WINDOW PER SCHEDULE.

2 EXISTING WALL SCONCE TO REMAIN.

3 CLEAN WOOD BEAMS AND TRUSSES. CLEAN EXPOSED FINISHED CEILING/DECKING.

4 SEE AE402 AND ORGAN RESTORATION FOR WORK IN THIS AREA.

5 EXISTING WOOD FRAMING TO REMAIN.

6 EXISTING SLATE SHINGLES - SEE ROOF PLAN FOR EXTENT OF NEW ROOFING WORK.

7 INSTALL CAST ALUMINUM CROSS MOUNTED TO EXISTING ROOF. REFER TO AE402 FOR DETAILS.

8 ALUMINUM 75 DEGREE SHIPS LADDER AT 19'-8" HIGH WITH ROOF ACCESS HATCH.

9 6 X 8 WOOD BEAM MOUNTED TO EXISTING TRUSSES WITH ORNAMENTAL JOIST HANGER.

10 14'-0" DIA. CEILING FAN - SEE MECHANICAL DRAWINGS.

11 NEW WOOD SUBFLOOR AND WOOD FINISH FLOOR TO MATCH EXISTING FLOORING IN SPECIES AND SIZE.

12 WATER RESISTANT POURED RUBBER FLOORING TO MATCH EXISTING.

13 STAIN RAILINGS, BALLUSTERS, AND POSTS ST-1 TO MATCH EXISTING INTERIOR TRIM. REFER TO 11/AE502 FOR MORE

INFORMATION.

14 COORDINATE WOODWORK WITH DEMOLITION PHASE. STAIN TO MATCH ADJACENT WOOD TRIM.

15 BALCONY WOODWORK RAILINGS, BALUSTERS AND POSTS TO REMAIN - STRIP PAINT AND PREPARE SURFACES TO BE

SMOOTH TO RECEIVE NEW FINISHES.

16 24" X 28" OPENING FOR NEW LOUVER - PROVIDE4 STEEL PLATE LINTEL AT TOP OF OPENING - 6" BEARING AT EACH

SIDE OF LINTEL - SUPPORT STRUCTURE ABOVE FOR BRICK REMOVAL.

EXISTING MULTI-WYTHE BRICK WALL

TUCK-POINT BRICK MORTAR JOINTS - SEE ELEVATIONS

FLUID-APPLIED DAMPPROOFING MEMBRANE

GRAVEL FILL FOR DRAINAGE

FILTER FABRIC

FILL

4" PERFORATED DRAIN TILE IN FILTER FABRIC

EXISTING STONE WATERTABLE

EXISTING STONE SILL

NEW ALUMINUM-FRAMED WINDOW

EXISTING PAINTED WOOD

STRUCTURE - REMOVE LOOSE PAINT

AND MAKE SMOOTH - REPAINT

EXISTING SLATE TILE ROOFING - SEE

ROOFING PLAN AND DETAILS

EXISTING HISTORIC WOOD BASE -

REMOVE, STRIP PAINT, STAIN AND SEAL

WOOD, AND REINSTALL ON NEW WALL

5/8" TYPE X GYPSUM BOARD

2 1/2" COLD-FORMED STEEL FRAMING

CLIPPED TO EXISTING BRICK WALL AT

4'-0" O.C. VERTICALLY - SIZE AND

SPACING SHALL MEET MANUFACTURER'S

DESIGN SPANS - HOLD 1/2" OFF EXISTING

BRICK WALL - NOTIFY ARCHITECT AND

C.O.R. IF ADDITIONAL DISTANCE IS

REQUIRED FOR IRREGULAR BRICK

TOLERANCES.

REFINISH EXISTING WOOD FLOOR -

WHERE EXISTING FLOORING IS

PLYWOOD OR OSB, PROVIDE NEW WOOD

PLANK FLOORING TO MATCH EXISTING

ADJACENT - TOOTH-IN TO BLEND WITH

ORIGINAL FLOORING. PROVIDE SPACERS

BENEATH WOOD PLANK FLOORING TO

MAKE FLOOR LEVEL.

EXISTING WOOD BRACKETS AND

TRUSSES TO REMAIN

5/8" TYPE X GYPSUM BOARD

12 MIL VAPOR BARRIER OVER

EXISTING SOIL IN SUBBASEMENT

EXISTING FOOTING - UNKNOWN DEPTH,

SIZE, AND MATERIAL

DRAINAGE BOARD

EXISTING WOOD JOISTS

H O

L D

PATCH EXISTING

PLASTER AND PAINT

DECORATIVE GRAVEL FILL - SEE CIVIL DRAWINGS

6" WIDE CONCRETE MOW STRIP PAVER

3' - 0" WASHED GRAVEL AROUND DRAIN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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M

AE311

WALL SECTIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/2" = 1'-0"

CHAPEL WALL SECTION

HOLD

5' - 0"

/4

/2

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

/4

/2

6 1/2"

/4

1' - 2 3/4"

106B

106A

AE401

AE401

ACCESSIBLE RESTROOM

RESTROOM

T-5

T-1

T-2

T-2

T-5

T-6

T-4

T-4

T-3 T-3

T-6

4' - 6 1/4" +/-

T-7

AE401

C

4' - 0 1/4" +/-

6"

5' - 6"

T-8

T-8

T-9

3 3

T-9

T-7 D

D

C

6' - 6 3/4" +/-

2' - 1 1/4"

/2

112A

112B

AE401

4 6

AE401

ACCESSIBLE RESTROOM

RESTROOM

T-2

T-1

T-2T-3

T-6

T-5

T-5T-4

T-4

4 4

AE401

D

/2

11' - 3 1/4"

/4

4' - 3 3/4"

T-8

T-8

2A

2A

T-9

T-9

T-3

DD

C

AE502

/2

T-1 T-2

T-3

P-2

CTB-1

T-9

DD

P-2

CTB-1

T-1

T-4T-5

T-7

T-6

P-2

CTB-1

P-2

T-1

T-2 T-6 T-5

T-4 P-2

CTB-1

T-3

T-9

C

" T-7

T-4 T-5

P-2

CTB-1

P-2

T-6

P-2

T-7

T-4

CTB-1

T-2

T-3

P-2

CTB-1

T-9

T-6

P-2

T-2

T-3

T-4 T-6

P-2

CTB-1

T-7

T-5

1 5

T-9

T-3 T-2 T-1 T-7

P-2

CTB-1

C

T-6

T-4

T-5

T-7

P-2

CTB-1

P-2

T-1

P-2

CTB-1

T-2

T-1

T-3

P-2

CTB-1 3

DD

T-9

T-2T-6T-5 T-3

P-2

CTB-1

T-3 T-2

T-9

P-2

CTB-1

T-7

T-4

P-2

CTB-1

T-7T-4 T-5

P-2

CTB-1

P-2

T-6

3 5/8" COLD FORMED

STEEL FRAMING

5/8" GYPSUM

WALLBOARD

5 1/2" COLD FORMED

STEEL FRAMING

WOOD SILL PAINTED TO

MATCH EXISTING

ADJACENT CONSTRUCTION.

BRAKE METAL

V.I.F.

1' - 5 1/4"

5/8" GYPSUM

WALLBOARD

3 1/2" BATT INSULATION

5 1/2" COLD FORMED

STEEL FRAMING

BRAKE

METAL

5/8" GYPSUM WALL

BOARD ON 5 1/2" COLD

FORMED STEEL FRAMING

5/8" GYPSUM WALL BOARD

ON 5 1/2" COLD FORMED

STEEL FRAMING

5/8" GYPSUM WALL BOARD

ON 3 5/8" COLD FORMED

STEEL FRAMING

WOOD SILL PAINTED TO

MATCH EXISTING

ADJACENT

CONSTRUCTION

V .I .F

/4

G E N E R A L N O T E S :

A. INDICATIONS FOR REFINISHING OF WOODWORK OR FLOORING SHALL INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWN TO BARE WOOD. SAND SMOOTH ALL SURFACES, SEAL WOOD, RESTAIN AND COAT WITH SPECIFIED VARNISH.

B. ALL HARDWOOD FLOORS SHALL RECEIVE NEW STAIN - SEE FINISH SCHEDULE AND LEGEND.

C. REFER TO SHEET G001 FOR TYPICAL RESTROOM FIXTURES, HEIGHTS, AND FLOOR CLEARANCES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

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AE401

ENLARGED RESTROOM PLANS,

ELEVATIONS, AND DETAILS

Owner

07/30/2021 GA TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/2" = 1'-0" A

ENLARGED RESTROOM - NORTH TRANSEPT

1/2" = 1'-0"

B

ENLARGED RESTROOM - WEST TRANSEPT

D R A W I N G N O T E S :

1 LAVATORY GUARD TO MEET ACCESSIBILITY CLEARANCES PER DIAGRAM ON G001.

2 EXISTING WINDOW TRIM REINSTALLED ON NEW FURRED OUT WALL.

3 FLOOR MOUNTED ACCESSIBLE WATER CLOSET. REFER TO PLUMBING DRAWINGS.

4 WALL MOUNTED ACCESSIBLE LAVATORY. REFER TO PLUMBING DRAWINGS.

5 SEE TYPICAL WET WALL ELEVATION ON SHEET AF801.

1/4" = 1'-0"

ACCESSIBLE RESTROOM 114 - NORTH

1/4" = 1'-0"

ACCESSIBLE RESTROOM 114 - EAST

1/4" = 1'-0"

ACCESSIBLE RESTROOM 114 - SOUTH

1/4" = 1'-0"

ACCESSIBLE RESTROOM 114 - WEST

1/4" = 1'-0"

RESTROOM 113 - NORTH

1/4" = 1'-0"

RESTROOM 113 - EAST

1/4" = 1'-0"

RESTROOM 113 - SOUTH

1/4" = 1'-0"

RESTROOM 113 - WEST

1/4" = 1'-0"

ACCESSIBLE RESTROOM 107 - NORTH

1/4" = 1'-0"

ACCESSIBLE RESTROOM 107 - EAST

1/4" = 1'-0"

ACCESSIBLE RESTROOM 107 - SOUTH

1/4" = 1'-0"

ACCESSIBLE RESTROOM 107 - WEST

1/4" = 1'-0"

RESTROOM 108 - NORTH

1/4" = 1'-0"

RESTROOM 108 - EAST

1/4" = 1'-0"

RESTROOM 108 - SOUTH

1/4" = 1'-0"

RESTROOM 108 - WEST

TOILET ACCESSORY SCHEDULE

MARK DESCRIPTION FURNISHED INSTALLED

T-1 36" GRAB BAR CONTRACTOR CONTRACTOR

T-2 42" GRAB BAR CONTRACTOR CONTRACTOR

T-3 TOILET PAPER DISPENSER CONTRACTOR CONTRACTOR

T-4 PAPER TOWEL DISPENSER CONTRACTOR CONTRACTOR

T-5 SOAP DISPENSER CONTRACTOR CONTRACTOR

T-6 18" x 36" MIRROR CONTRACTOR CONTRACTOR

T-7 WASTE RECEPTABLE CONTRACTOR CONTRACTOR

T-8 COAT HOOK CONTRACTOR CONTRACTOR

T-9 18" GRAB BAR CONTRACTOR CONTRACTOR

1" = 1'-0" C

WINDOW DETAIL - ENLARGED RESTROOM - NORTH TRANSEPT

1" = 1'-0" D

WINDOW DETAIL - ENLARGED RESTROOM - WEST TRANSEPT

EXISTING

WEST ORGAN

RELOCATED ORGAN

PIPES, TYP.

STAGE

EXISTING

NORTH

ORGAN

NORTH BALCONY

EXISTING ORGAN

PIPES ABOVE ENTRY

EXISTING ORGAN PIPES

TO BE REINSTALLED AT

EXISTING LOCATION

G E N E R A L O R G A N O T E S :

A. REMOVE THE EXISTING CASE AND ORGAN, INCLUDING CAREFULLY PACKING THE PIPEWORK SO AS NOTE TO DAMAGE

EXISTING PIPES. INVENTORY PIPES AS REMOVED. ONCE TRANSPORTED OFF SITE FACILITY, COMPLETE A LAYOUT OF ALL

PIPES TO DETERMINE STATUS AND NECESSARY REPAIRS.

B. INSPECT, CATALOG, AND WASH EACH SALVAGEABLE PIPE. MISSING OR DAMAGED PIPES WILL BE NOTED AND REPAIRED, OR REPLACED AS NECESSARY.

C. CATALOG AND DIMENSION EXISTING COMPONENTS TO BE REUSED.

D. CONSTRUCT A NEW CONSOLE SHELL, TO MATCH PREVIOUS. BUILD NEW ALL-ELECTRIC CHESTS TO REPLACE EXISTING

ELECTRO-PNEUMATIC CHESTS.

E. COMPLETE CONSTRUCTION OF CONSOLE CASE AND ASSOCIATED PARTS. REFER TO EVALUATION REPORT FOR MORE

INFORMATION

F. PARTS OF EXISTING CASEWORK DEEMED REUSABLE WILL BE PROFESSIONALLY TANK-STRIPPED, RE-DIMENSIONED, AND ALTERED TO FIT NEW PLAN. NEW CASEWORK OF WOOD IN KIND SHALL NEED TO BE CONSTRUCTED AS NEEDED TO FINISH

THE EXPOSED-TO-VIEW CABINETWORK

G. PIPES SHALL BE FITTED TO THE NEW WINDCHESTS, WITH APPROPRIATE ADDITIONAL RACKS AND BRACING FOR TALLER PIPES. WINDCHESTS SHALL BE CONSTRUCTED OF HEAVY POPLAR LUMBER AND MULTI-PLY VOIDLESS PLYWOOD. ALL NON- VISIBLE WOODWORK SHALL BE FINISHED WITH TWO COATS OF LACQUER SANDING-SEALER, SANDED BETWEEN COATS.

ELECTRO-MAGNETIC VALVES SHALL BE INSTALLED UNDER PIPE HOLES ONCE ALL PIPES HAVE BEEN FITTED TO NEW

CHEST SHELLS.

H. WINDCHESTS SHALL BE FITTED WITH NEW WIRING HARNESS AFTER FINISHING, WITH MAGNETS WIRED IN A LOOM, USING

HIGH-QUALITY COLORED TELEPHONE CABLE

I. CONSTRUCT A NEW FLOOR FRAME OUTLINING THE SPACE THAT SHALL BE OCCUPIED IN THE CHAPEL, FINISH NEW FRAME.

REFER TO ORGAN EVALUATION REPORT FOR MORE INFORMATION.

J. EACH ORGAN SHALL BE BUILT FOLLOWING THE ABOVE SPECIFICATIONS AND THE ORGAN EVALUATION REPORT .

DEDUCT ALTERNATE: ORGAN IS REMOVED AND STORED ON VA CAMPUS. VA SHALL ISSUE A SEPARATE PROJECT FOR THE REPAIR

AND REINSTALL OF ORGAN.

G E N E R A L B E L L N O T E S :

A. REMOVE EXISTING BELL AND DISASSEMBLE.

B. REMOVE ORGANIC MATERIAL AND PATINA FROM BELL AND ADDITIONAL METAL COMPONENTS

C. SEAL BELL WITH A CLEAR SEALER TO PREVENT RAPID OXIDATION

D. CAST IRON PIECES SHALL BE CLEANED/REPAIRED TO REMOVE PAINT, RUST, AND SCALE. POWDER COAT WITH MEDIUM

GLOSS BLACK

E. AFTER REFINISHING OF BELL AND ASSOCIATED COMPONENTS, REASSEMBLE. USE STAINLESS STEEL FASTENERS WHERE POSSIBLE. REPLACE WOOD BELL RUNNERS IF NEEDED WITH HIGH-QUALITY WOOD TIMBERS, AND SEAL.

F. REPAIR EXISTING WOOD WHEEL AND CLEAN / SEAL, OR REPLACE AS NEEDED.

G. TEST BELL FOR CORRECT BALANCE BY SWINGING, AND ADJUST AS NECESSARY

H. SUPPLY HIGH QUALITY ENGLISH CHANGE RING STYLE ROPE WITH WOOL SALLY FOR HAND RINGING FOR TOLLER AND

WHEEL

I. RETURN WHEEL TO BELL LANDING AND RE-INSTALL.

BELL LANDING

39' - 1 23/32"

WHEEL

BELL SUPPORT

BRONZE BELL

WOOD SUPPORT

WOOD

PEDESTAL

AE402

BELL LANDING

SHIPS LADDER TO FLOOR BELOW

BELL AND

PLATFORM

STEEL

POLE

STEEL POLE

STEEL

POLE

DISPLAY

SIGN

DISPLAY

SIGN

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

STEEL

BRACKETS

COPPER

FRAME

REPLACE

COPPER

TRIM

AE402

REPLACE

COPPER

TRIM

REPLACE

COPPER

TRIM

G E N E R A L O U T D O O R S I G N N O T E S :

A. DISASSEMBLE EXISTING SIGNS. CLEAN EXISTING OXIDATION, ORGANIC MATERIAL, AND PATINA OFF OF METAL

COMPONENTS.

B. EXISTING PAINTED STEEL POSTS TO REMAIN. REMOVE PAINT, DE-OXIDIZE AND CLEAN IN EXISTING PLACE TO "LIKE NEW"

FINISH. PAINT ALL EXISTING POSTS.

C. CLEAN OXIDATION FROM EXISTING TRIM AND REPLACE AS NECESSARY

D. SEAL AROUND GLAZING TO MAKE WATERTIGHT.

E. INSTALL NEW COPPER TRIM AT LOCATIONS NOTED IN DRAWING. INSTALL PRESSURE TREATED WOOD BLOCKING BEHIND

AREAS RECEIVING NEW COPPER TRIM.

F. CONTRACTOR SHALL VISIT THE SITE PRIOR TO BID TO ASSESS THE WORK REQUIRED AT THE OUTDOOR SIGN.

G. PROVIDE NEW FASTENERS OF COMPATABLE MATERIALS.

G E N E R A L C R O S S N O T E S :

A. NEW CAST ALUMINUM CROSS.

B. ORIENT NEW CROSS ORIENTATION TO FACE SOUTH.

C. CONNECT NEW CROSS WITH EXISTING LIGHTNING PROTECTION SYSTEM.

D. NEW BASE PLATE AND ESCUTCHEON PLATE TO CONNECT CROSS TO ROOF STRUCTURE.

E. CONTRACTOR SHALL SUBMIT CROSS CONNECTION DETAILS TO VA COR AND ARCHITECT FOR REVIEW AND APPROVAL

PRIOR TO CONSTRUCTION.

ROOF PLAN

59' - 1 15/32"

BASE PLATE

ESCUTCHEON

PLATE

CAST ALUMINUM

CROSS

2' - 6 1/2"

3"

BOLTED

CONNECTION

BASE PLATE

ESCUTCHEON

PLATE

BASE OF

CROSS

1' - 3"

REBUILD EXISTING COPPER

TRIM AS NECESSARY. MATCH

EXISTING TRIM PROFILE.

REBUILD EXISTING

BLOCKING AS

NECESSARY

EXISTING SIGN

FACE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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AE402

ENLARGED ORGAN & BELL PLANS,

ELEVATIONS AND DETAILS

Owner

07/30/2021 PQ DB

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0"

ENLARGED WEST ORGAN PLAN

1/4" = 1'-0"

ENLARGED NORTH ORGAN PLAN

1/2" = 1'-0"

BELL ELEVATION

1/4" = 1'-0"

BELL LANDING - FLOOR PLAN

1/2" = 1'-0"

SOUTH - ELEVATION - OUTDOOR SIGN

1/2" = 1'-0"

SOUTH - ELEVATION - CROSS

1 1/2" = 1'-0"

ENLARGED PLAN - CROSS BASE

6" = 1'-0"

SIGN TRIM

BASEMENT

-9' - 6 11/16"

ALUMINUM HANDRAIL AT

36" ABOVE STAIR

NOSING; ANODIZED

BRONZE

ALUMINUM GUARDRAIL AT

42" ABOVE STAIR NOSING;

ANODIZED BRONZE

BRICK LEDGE VARIES -

SEE ELEVATIONS

ACCESS GRATE

FOOTING. SEE

STRUCTURAL

DRAWINGS

AS501

WATERPROOFING MEMBRANE

4" GRANULAR FILL

4" GRANULAR FILL

4" GRANULAR FILL

PROTECTION BOARD

WATERPROOFING

MEMBRANE

CONCRETE LANDING

STEEL CHANNEL ANCHORED

TO WALL. REFER TO

STRUCTURAL DRAWINGS

FOUNDATION DRAINAGE

GRANULAR FILL

1/2" EXPANSION JOINT

MATERIAL, TYP.

12" CMU WALL - SEE STRUCTURAL

FOR REINFORCEMENT

EXISTING BRICK WALL

CONCRETE SIDEWALK - SEE

CIVIL DRAWINGS

AS501

N 52' - 2 25/32" E 38' - 5 1/8"

EL -1' - 0"

SLOPE:

1:20

N 25' - 7 1/4" E 50' - 11 9/32"

EL -2' - 0"

5' - 0"

6' - 5" 4' - 10" 7' - 2"

SLOPE:

1:20

SLOPE:

1:20

AS432

18' - 5"

AS432

116A

G E N E R A L N O T E S :

A. REPAIR DAMAGE TO SIDEWALKS, CURB AND GUTTER AS A RESULT OF CONSTRUCTION AND DEMOLITION ACTIVITIES.

B. REFER TO SHEETS AS431, AS432, AND AS501 FOR SECTIONS AND DETAILS OF NEW ENTRY RAMP AND STAIRS.

C. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE, AND CONSISTENCY.

D. EXISTING EXTERIOR WOOD BRACKETS, RAILINGS AND GUARDRAILS ARE SCHEDULED TO HAVE THE EXISTING PAINT REMOVED AND REPAINTED. THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

IDENTIFY THOSE INCIDENCES TO THE C.O.R. PRIOR TO THE START OF REFINISHING AND REPAINTING SO THE UNIT CAN BE

PROPERLY REPAIRED OR REPLACED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

\d u n n t\ D o c u m e n ts \F

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AS431

ENLARGED RAMP - SECTIONS,

ELEVATIONS AND DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

D R A W I N G N O T E S :

1 CONCRETE PAD. BRUSHED CONCRETE FINISH.

2 CAST STONE CAP.

3 ALUMINUM GUARDRAIL.

4 CONCRETE STAIR.

5 CONCRETE RAMP.

1/2" = 1'-0"

RAMP SECTION

1/4" = 1'-0"

ENLARGED RAMP - MAIN ENTRANCE

UP

AS432

1' - 0"

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING;

ANODIZED BRONZE

ALUMINUM GUARDRAIL AT 42"

ABOVE LANDING; ANODIZED

BRONZE

CAST STONE CAP

CAST-IN-PLACE CONCRETE

STAIRS

AS501

4' - 7" 6' - 6 3/4" 4' - 7"

15' - 8 3/4"

/2

CAST-IN-PLACE

CONCRETE LANDING

14' - 7 1/2"

RAISE EXISTING ELECTRICAL

MANHOLE COVER TO BE

FLUSH WITH NEW LANDING

STRIP EXISTING

PAINT FROM WOOD

RAILING - REPAINT TO

MATCH EXISTING

STEEL GRATE ACCESS PANEL

FLUSH WITH CONCRETE

SURFACE - PROVIDE HASP AT

GRATE

DNDN

DN

3' - 0"

AS432

AS432

104A

CAST STONE

CAP

ALUMINUM GUARDRAIL

CAST-IN-PLACE

CONCRETE STAIRS

BRUSHED CONCRETE,

TYPICAL

5' - 0" 1' - 1" 3' - 6"

/2

1' - 1"

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

AS501

/2

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

AS432

3 5/8" BRICK

4" CAST IN PLACE

CONCRETE WALKWAY

4" GRANULAR FILL

GUARDRAIL

CONCRETE FOUNDATION.

REFER TO STRUCTURAL

DRAWINGS.

CONCRETE FOOTING.

REFER TO STRUCTURAL

DRAWINGS

LIMESTONE CAP

ARCHITECTURAL CONCRETE

FINISH

AS501

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE STAIR.

REFER TO STRUCTURAL

DRAWINGS.

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

ALUMINUM HANDRAIL AT 36" ABOVE

STAIR NOSING; ANODIZED BRONZE

CAST-IN-PLACE

CONCRETE LANDING

BRICK COLUMN

CAST STONE

CAP

ALUMINUM GUARDRAIL -

4" GRANULAR FILL

5 TREADS AT 11" EA. = 4' - 7"

R

IS

E

R S

A T

E A

ALUMINUM HANDRAIL BEYOND - REFER TO B/AE501

FOR DETAIL

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

AS432

/8

NEW BRICK AND MORTAR TO MATCH EXISTING BRICK

AND MORTAR IN COLOR, STYLE, AND PROFILE, TYP.

/8

1' - 0" 2' - 6 1/4" 1' - 0" 7' - 8 1/4" 1' - 0" 17' - 7 5/8" 1' - 0"

CONCRETE STAIRS

STONE CAP, TYP.

BRICK COLUMN, TYP.

ALUMINUM GUARDRAIL

AT 42" ABOVE LANDING;

ANODIZED BRONZE

ALUMINUM HANDRAIL

AT 36" ABOVE STAIR

NOSING, TYP.;

ANODIZED BRONZE 5'-0" MAX

EQ

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE LANDING.

REFER TO STRUCTURAL

DRAWINGS.

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING

FOOTING DRAIN.

7 TREADS AT 12" EA. EQUALS 7' - 0"

R

IS

E

R S

A T

E A

. E Q

U A

L S

ALUMINUM HANDRAIL AT 36"

ABOVE RAMP

ALUMINUM GUARDRAIL AT 42"

ABOVE RAMP

TYP.

1' - 0"

TYP.

1' - 0"

T Y

P

CAST STONE

CAP

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING

AS432

5' - 0" 1' - 1"

CAST-IN-PLACE

CONCRETE

STAIRS

CAST-IN-PLACE

CONCRETE LANDING

ALUMINUM GUARDRAIL AT

42" ABOVE STAIR NOSING

CAST STONE

CAP

CAST STONE CAP

ALUM. GUARDRAIL

AT 42" ABOVE

CONCRETE RAMP

ALUM. HANDRAIL

AT 36" ABOVE

CONCRETE RAMP

5' - 10"

CAST STONE

CAP

CAST STONE

CAP

ALUMINUM

GUARDRAIL AT 42"

ABOVE LANDING

ALUMINUM

GUARDRAIL AT 42"

ABOVE LANDING

CONCRETE LANDING

CAST-IN-PLACE

CONCRETE STAIR

AS432

3' - 0"2' - 0"

DN

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

V .I .F

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING;

ANODIZED BRONZE

CONCRETE STAIRS

STONE CAP

BRICK COLUMN

ALUMINUM GUARDRAIL

AT 42" ABOVE LANDING;

ANODIZED BRONZE

5'-0" MAX

EQ

12' - 1"

FIRST FLOOR

0' - 0"

GRADE

-3' - 9"

CONCRETE

SIDEWALK

CONCRETE LANDING.

REFER TO STRUCTURAL

DRAWINGS.

CAST IN PLACE

CONCRETE STAIRS.

REFER TO STRUCTURAL

DRAWINGS

3' - 0"

ALUMINUM HANDRAIL AT 36" ABOVE

STAIR; ANODIZED BRONZE

G E N E R A L N O T E S :

A. REPAIR DAMAGE TO SIDEWALKS, CURB AND GUTTER AS A RESULT OF CONSTRUCTION AND DEMOLITION ACTIVITIES.

B. REFER TO SHEETS AS431, AS432, AND AS501 FOR SECTIONS AND DETAILS OF NEW ENTRY RAMP AND STAIRS.

C. NEW BRICK AND MORTAR SHALL MATCH EXISTING BRICK AND MORTAR IN COLOR, PROFILE, AND CONSISTENCY.

D. EXISTING EXTERIOR WOOD BRACKETS, RAILINGS AND GUARDRAILS ARE SCHEDULED TO HAVE THE EXISTING PAINT REMOVED AND REPAINTED. THERE MAY BE WOOD MEMBERS THAT HAVE BEEN SEVERELY DAMAGED BY WEATHERING.

IDENTIFY THOSE INCIDENCES TO THE C.O.R. PRIOR TO THE START OF REFINISHING AND REPAINTING SO THE UNIT CAN BE

PROPERLY REPAIRED OR REPLACED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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AS432

ENLARGED STAIRS - SECTIONS,

ELEVATIONS AND DETAILS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/4" = 1'-0" D

ENLARGED STAIR - MAIN ENTRANCE

1/4" = 1'-0"

A

ENLARGED STAIR - SOUTH TRANSEPT

1/2" = 1'-0"

SOUTH TRANSEPT STAIRS - LONG. SECTION

1/2" = 1'-0"

SOUTH TRANSEPT STAIRS - TRANS. SECTION

1/2" = 1'-0"

ENTRANCE STAIR - SECTION

1/4" = 1'-0" E

FRONT ENTRANCE - ELEVATION

1/2" = 1'-0"

STAIRS AT RAMP ENTRANCE

1/4" = 1'-0" B

ENLARGED STAIR - EAST TRANSEPT

1/4" = 1'-0"

C

ENLARGED STAIR - EAST ENTRANCE

1/4" = 1'-0" F

FRONT ENTRANCE - SIDE ELEVATION

1/2" = 1'-0"

ENTRANCE STAIR - EAST ENTRANCE

EXISTING FLOOR JOIST

EXISTING WOOD FLOOR

5" CONCRETE SLAB

EXISTING EXTERIOR BRICK

6" CMU

5/8" GYPSUM

BOARD CEILING

3/4" PLYWOOD

PAINTED WHITE

HOLLOW METAL

DOOR

/4

3/4" AIR GAP

COMPACTED BACKFILL

4" GRANULAR FILL

REINFORCED

THICKENED

SLAB EDGE

AE441

SS501

P

IT

NORTH CRAWL SPACE

AE441

EXISTING FLOOR JOIST

EXISTING WOOD FLOOR

5" CONCRETE SLAB

6" CMU

5/8" GYPSUM

BOARD CEILING

3/4" PLYWOOD

PAINTED WHITE

3/4" AIR GAP

COMPACTED BACKFILL

4" GRANULAR FILL

REINFORCED

THICKENED

SLAB EDGE

IT

NORTH CRAWL SPACE

FIRST FLOOR

0' - 0"

BALCONY

10' - 1 5/8"

TOWER LANDING

19' - 5 3/8"

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR

PLAN FOR MAKE-UP OF

NEW CONSTRUCTION.

TWO LAYERS OF 1/4"

GYPSUM BOARD APPLIED

TO NEW METAL FRAMING

ON UNDERSIDE OF

EXISTING STRUCTURE

VERIFY STRUCTURE BEHIND

PLASTER AND LATHE

BALCONY

10' - 1 5/8"

TWO LAYERS OF 1/4"

GYPSUM BOARD APPLIED

TO NEW METAL FRAMING

ON UNDERSIDE OF

EXISTING STRUCTURE

5/8" GYPSUM BOARD

SALVAGED EXISTING

FIRE HOSE RACK,

EXISTING MOUNT

BRACKETS, AND

EXISTING BLOCKING

SHALL BE RE-

INSTALLED IN

PREVIOUS LOCATION.

G E N E R A L N O T E S :

A. ANY EQUIPMENT ITEM, ARCHITECTURAL ITEM OR ELECTRICAL LIGHT FIXTURE, THAT NEEDS TO BE REMOVED FROM THE BUILDING TO BE REPAIRED, REFURBISHED, OR REFINISHED SHALL BE PHOTOGRAPHED AND CATALOGED. THE CATALOG RECORD OF THESE ITEMS SHALL BE DELIVERED TO THE VA AT THE END OF EACH WORK WEEK OR AS

DIRECTED BY THE VA C.O.R.

B. INDICATIONS FOR REFINISHING OF WOODWORK OR FLOORING SHALL INCLUDE STRIPPING OF OLD FINISH OR PAINT DOWN TO BARE WOOD. SAND SMOOTH ALL SURFACES, SEAL WOOD, RESTAIN AND COAT WITH SPECIFIED VARNISH.

C. ALL EXTERIOR WOOD IS SCHEDULED TO RECEIVE NEW NEW PAINT - SEE FINISH SCHEULE AND LEGEND

D. ALL HARDWOOD FLOORS SHALL RECEIVE NEW STAIN - SEE FINISH SCHEDULE AND LEGEND.

E. SEAL AROUND ALL EXTERIOR PIPE OPENINGS IN THE EXTERIOR WALLS WITH EXTERIOR SEALANT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

EXP. 12/31/2021C

U s e rs

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AE441

ENLARGED INTERIOR SECTIONS

AND ELEVATIONS

Owner

07/30/2021 GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/2" = 1'-0"

IT ROOM - SECTION

1/2" = 1'-0"

IT ROOM - SECTION

1/4" = 1'-0"

STAGE FURRING SECTION

1/2" = 1'-0"

WEST BALCONY SECTION