Mt Home Chapel B13 - Amendment 0005_Part2.pdf

AE203

AE201

AE204 1

144 SF

NORTH BALCONY

142 SF

WEST BALCONY

59 SF

STAIR

145 SF

TOWER STAIR

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

OPEN TO BELOW

OPEN TO BELOWOPEN TO BELOW

OPEN TO BELOW

TYP.

TYP.

AE441

TYP.

TYP.

TYP.

TYP.

9 5

AE402

AE441

AE2021

10 11

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. 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.

C. ANY USE OF EQUIPMENT WITH A HEAT SOURCE TO REMOVE OR CUT EXISTING SURFACES, PIPING, DUCTWORK OR EQUIPMENT, REQUIRES THAT A EMPLOYEE REMAIN IN THE BUILDING FOR FIRE WATCH UNTIL THE NEXT WORKING SHIFT OR

24 HOURS WHICHEVER OCCURS FIRST.

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

E. 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

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

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

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

145 SF

TOWER LANDING

AE131

AE131

BELL LANDING

AE131

AE402

/4

AS501

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. 12/31/2021

C U s e rs

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

\R e v it \2

\F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/2 /2

:2

:3

A

M

AE103

NEW WORK PLAN - BALCONY AND

TOWER

Owner

PQ TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

NEW WORK PLAN - BALCONY

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

1 INSTALL NEW WINDOW PER SCHEDULE.

2 SALVAGED EXISTING FIRE HOSE RACK, EXISTING MOUNTING BRACKETS, AND EXISTING BLOCKING SHALL BE

RE-INSTALLED IN PREVIOUS LOCATION.

3 PAINT SPRINKLER PIPING - PAINT TO MATCH THE SURFACE THAT IT IS ATTACHED TO. DO NOT PAINT SPRINKLER

HEADS.

4 WHERE DAMAGE IS EVIDENT FROM WATER INFILTRATION RE-STAIN AND FINISH TO MATCH ADJACENT BEAM FINISHES -

CONTRACTOR TO INSPECT DAMAGE PRIOR TO BID.

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

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

7 STAIN WOOD STAIR - RISERS, RAILINGS, BALUSTERS AND TRIM - SEE FINISH LEGEND.

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

9 NEW WALL SCONCE TO REPLICATE EXISTING WALL SCONCE.

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

INFORMATION.

11 STAIN BALCONY FLOORING ST-2. AND PATCH EXISTING FLOORING AS NEEDED. REFER TO FINISH SCHEDULE AND

LEGEND FOR MORE INFORMATION.

12 FLUID-APPLIED REHABILITATION SYSTEM OVER EXISTING EPDM ROOFING.

13 FRAME EXISTING OPENING - 1/2" PLYWOOD INFILL - 1/2" COVERBOARD - EPDM MEMBRANE.

1/8" = 1'-0"

NEW WORK PLAN - TOWER LANDING

1/8" = 1'-0"

BELL LANDING - FLOOR PLAN

N

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

AE131

AE2021

AE203

AE201

AE204 1

AE131

5 55 5 55

AE301

AE301

AE302

AE302

AE301

AE301

AE301

AE301

AE302

AE302

AE302

AE302

TYP.

AE302

AE302

AE301

AE301

TYP.

AE131

AE131

TYP.

AE131

AE131

AE131

AE131

SLOPE

1/4"PLF MIN

S L O

P E

/4

"P L F

M

IN

AE441

AE402

AE441

AE131

AE131

BELL LANDING

39' - 1 23/32"

TOP OF

PARAPET-3

33' - 9 9/16"

TOP OF PARAPET -

TOWER

25' - 11 11/16"

AE131

AE131

AE131

AE131

AE131

NEW 1/4" COVER BOARD

NEW 4" RIGID INSULATION

EXISTING ROOF STRUCTURE

SHEET METAL COUNTER

FLASHING

NEW 2-PLY BUILT UP MODIFIED

BITUMINOUS ROOFING MEMBRANE

CANT STRIP.

SET IN BITUMEN

0'

FASTENERS APPROX. 8"

O.C.

CONTINUOUS SEALANT

G E N E R A L R O O F 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. ANY USE OF EQUIPMENT WITH A HEAT SOURCE TO REMOVE OR CUT EXISTING SURFACES, PIPING, DUCTWORK OR EQUIPMENT, REQUIRES THAT A EMPLOYEE REMAIN IN THE BUILDING FOR FIRE WATCH UNTIL THE NEXT WORKING SHIFT OR

24 HOURS WHICHEVER OCCURS FIRST.

C. SEE ASBESTOS ABATEMENT SPECIFICATIONS FOR EXTENT OF ASBESTOS SURVEYED AT FLASHING MASTIC, STONE SILLS

MORTAR SEALANT, AND DOWNSPOUT CONNECTIONS.

D. SEE LEAD-BASED PAINT ABATEMENT SPECIFICATION FOR EXTENT OF LEAD-BASED PAINT SURVEYED AT EXTERIOR WOOD.

EXISTING

STONE CAP

NEW JOINT SEALANT

OVER EXISTING MORTAR

NEW JOINT SEALANT

OVER EXISTING MORTAR

EXISTING STONE CAP

NEW JOINT SEALANT

OVER EXISTING MORTAR

EXISTING

STONE CAP

NOTE: CONTRACTOR SHALL VERIFY JOINT SIZE IN FIELD

REPLACE SEALANT AT EXISTING

STEP FLASHING - SEE

SPECIFICATIONS FOR ASBESTOS

ABATEMENT.

FLASHING EMBEDDED 1" INTO

MORTAR JOINT

SLATE TILE ROOFING

FACE BRICK

NEW PAINTED

ALUMINUM COPING

ON NEW BLOCKING

NEW PAINTED

ALUMINUM COPING TO

MATCH EXISTING

PROFILE

EXISTING

MASONRY SILL

AND WALL

CONCEALED

FASTENER

CONCEALED

FASTENER AT

CLEAT

EXISTING SLATE SHINGLES

CONTINUOUS CAULK AT BOTH

SIDES OF RIDGE CAP AND AT

EACH FASTENER

EXISTING COPPER RIDGE CAPNEW COPPER FASTENERS

IN EXISTING HOLE.

INCREASE LENGTH OF

NAIL (1/4" LONGER)

EXISTING WOOD RAFTERS

SEALANT B.O.D.: GAF TPO WATERBLOCK MASTIC TUBE

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. 12/31/2021

C U s e rs

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

\R e v it \2

\F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/2 /2

:2

:3

A

M

AE131

ROOF PLANS

Owner

GL DB

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

ROOF PLAN - TOWER

1/8" = 1'-0"

ROOF AND BELL TOWER PLAN

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

1 REPLACE DAMAGED OR MISSING SLATE ROOF TILES AS INDICATED WITH GRAY HATCH - SIXTY (60) TOTAL - MATCH

EXISTING SLATE.

2 REPLACE FLASHING AND SEALANT AROUND EXISTING SKYLIGHT.

3 REMOVE JOINT SEALANT AT STONE COPING - REPLACE WITH HEAVY DUTY SEALANT AND BACKER ROD.

4 REMOVE EXISTING SINGLE-PLY ROOFING MEMBRANE AND INSULATION. REPLACE WITH 4" TAPERED RIGID INSULATION AND NEW BUILT UP 2-PLY MODIFIED BITUMINOUS MEMBRANE ROOFING MEMBRANE. FLASH MEMBRANE MINIMUM OF 8"

ABOVE ROOF.

5 REPLACE SEALANT AT EXISTING STEP FLASHING AT ROOF/EXTERIOR WALL LOCATIONS.

6 RESEAL AND REFASTEN ROOF RIDGELINE.

7 EXISTING COPPER GUTTERS TO REMAIN.

8 EXISTING SLATE TILE ROOF TO REMAIN - REMOVE ALGAE AND VEGETATIVE GROWTH FROM FULL EXTENT OF SLATE

ROOF.

9 REMOVE EXISTING METAL COPING - REPLACE WITH NEW METAL COPING OVER NEW 2X PT BLOCKING. REFER TO

DETAIL

10 LINE OF ROOF ABOVE.

1/4" = 1'-0"

SECTION AT INTERMEDIATE ROOF

1 1/2" = 1'-0"

SECTION AT BITUMEN ROOF

1 1/2" = 1'-0"

TYPICAL SECTION AT STONE COPING 1 1/2" = 1'-0"

TYPICAL SECTION AT STEP FLASHING

1" = 1'-0"

TYP. SECTION AT BELL TOWER SILL

N

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

1" = 1'-0"

SECTION AT COPPER RIDGE CAP

TOWER STAIR

ENTRANCE

WEST CHAPEL

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

STAIR

ENTRANCE

NORTH CHAPEL

RESTROOM

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

12' - 0"

12' - 0"

12' - 0"

12' - 0"

TYP.

TYP.

6 6

12' - 0"

12' - 0"

12' - 0"

12' - 0"6

EAST TRANSEPT

HAC

116A

ST-1

ST-1

TYP.

TYP.

TYP.

TYP.

TYP.TYP.

8 8

TYP. TYP.

TYP.

TYP.

299 SF

STAGE

12' - 0"

M

IN

TYP.

TYP.

7' - 6" MIN.

16 16

3' - 6" 3' - 6"

STAIR

MECHANICAL 1

MECHANICAL 2

NORTH BALCONY

WEST BALCONY

STAIR

TOWER STAIR

TYP.

TOWER LANDING

TYP.

AS501

BELL LANDING

TYP.

TYP.

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. ANY USE OF EQUIPMENT WITH A HEAT SOURCE TO REMOVE OR CUT EXISTING SURFACES, PIPING, DUCTWORK OR EQUIPMENT, REQUIRES THAT A EMPLOYEE REMAIN IN THE BUILDING FOR FIRE WATCH UNTIL THE NEXT WORKING SHIFT OR

24 HOURS WHICHEVER OCCURS FIRST.

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

D. 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

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

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. 12/31/2021

C U s e rs

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

\R e v it \2

\F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/2 /2

:2

:2

A

M

AC141

REFLECTED CEILING PLAN

Owner

PQ TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/8" = 1'-0"

REFLECTED CEILING PLAN - FIRST FLOOR

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

1 ARCHED GYPSUM AND METAL STUD CEILING.

2 CLEAN FLOOR JOISTS TO REMOVE SAP.

3 WHERE DAMAGE IS EVIDENT FROM WATER INFILTRATION RE-STAIN AND FINISH TO MATCH ADJACENT BEAM FINISHES -

CONTRACTOR TO INSPECT DAMAGE PRIOR TO BID.

4 PATCH EXISTING PLASTER CEILING IF ANY VISIBLE DAMAGE.

5 REPAINT WOOD PANEL WALLS OF SKYLIGHT CLERESTORY TO P-2.

6 GYPSUM BOARD CEILING - REFER TO SCHEDULE FOR FINISH.

7 WOOD BALCONY AND BRACKETS TO BE STAINED.

8 EXTERIOR WOOD TO BE PAINTED - SEE FINISH LEGEND.

9 STAIN WOOD STAIR - RISERS, RAILINGS, BALUSTERS AND TRIM - SEE FINISH LEGEND.

10 44" X 44" ACCESS HATCH - SEE SPECIFICATIONS.

11 REBUILD WOOD TRUSS BRACKET AND STAIN TO MATCH EXISTING - SEE INTERIOR DETAILS.

12 EXISTING TRUSSES AND ROOF FRAMING TO REMAIN, UNLESS NOTED OTHERWISE.

13 CONTRACTOR SHALL REMOVE FLAKING STAIN, MAKE SMOOTH , AND REAPPLY OPAQUE STAIN TO MATCH EXITING

ADJACENT.

14 PENDANT LIGHT MOUNTING LOCATION - MINIMUM OFFSET OF 2'-0" FROM FAN - SEE ELECTRICAL DRAWINGS.

15 10'-0" DIA. CEILING FAN - SEE MECHANICAL DRAWINGS.

16 6 X 8 WOOD BEAM MOUNTED TO EXISTING TRUSSES WITH ORNAMENTAL JOIST HANGER.

17 FRAME EXISTING OPENING - 1/2" PLYWOOD INFILL - 1/2" COVERBOARD - EPDM MEMBRANE.

1/8" = 1'-0"

REFLECTED CEILING PLAN - BASEMENT

1/8" = 1'-0"

REFLECTED CEILING PLAN - BALCONY

1/8" = 1'-0"

REFLECTED CEILING PLAN - TOWER LANDING

1/8" = 1'-0"

REFLECTED CEILING PLAN - BELL LANDING

N

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

1 1

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

\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

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

\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

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

.r v t

/3

/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

1 1

AE131

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

1 1

AE131

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

AE502

AE131

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. 12/31/2021

C U s e rs

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

\R e v it \2

\F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/2 /2

:2

:4

A

M

AE301

WEST CHAPEL - SECTIONS

Owner

GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

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

20 FLUID-APPLIED REHABILITATION SYSTEM OVER EXISTING EPDM ROOFING.

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.

25 REPAINT WOOD PANEL WALLS OF SKYLIGHT CLERESTORY TO P-2.

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

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 11111

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

9 101 1

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 1 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

10 9 1 1

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

AE502

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. 12/31/2021

C U s e rs

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

\R e v it \2

\F

F E

M t H o m e

C h a p e l_

B tj .d u n n

.r v t

/2 /2

:2

:5

A

M

AE302

NORTH CHAPEL - SECTIONS

Owner

GL TD

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT HOME, TENNESSEE

BID DOCUMENTS

07/30/2021

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

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

12 FLUID-APPLIED REHABILITATION SYSTEM OVER EXISTING EPDM ROOFING.

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.

No. Revisions: Date:

1 AMENDMENT 0005 12/21/2021

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

\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

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

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

:1

P

M

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