Mt Home Chapel B13 - Bid Documents_Part3.pdf

FIRST FLOOR

0' - 0"

ALUMINUM HANDRAIL AT

36" A.F.F.; ANODIZED

BRONZE, TYP.

5" 4"

FULLY GROUTED

BRICK VENEER

METAL SLEEVE EMBEDDED

IN CONCRETE WALL

CONCRETE PAD

4" GRANULAR FILL

6" 3'

2" 2'

2"

4" 2"

ALUMINUM GUARDRAIL AT

42" A.F.F.; ANODIZED

BRONZE, TYP.

8" 5"

4"

1"

FIRST FLOOR

0' - 0"

CONCRETE SIDEWALK

CONCRETE LANDING

AND STEPS. REFER

TO STRUCTURAL

DRAWINGS

4" GRANULAR

FILL. REFER TO

STRUCTURAL

DRAWINGS

LIMESTONE COPING

ALUMINUM HANDRAIL AT 36"

ABOVE STAIR NOSING; ANODIZED

BRONZE, TYP.

1" TYP.

1/2" EXPANSION JOINT

MATERIAL

C

LE

A R6"

4" C

LR

G U

A R

D R

A

IL

3'

4" C

LR

1'

1/ 2"

4" CLR MAX

ALUMINUM GUARDRAIL AT 42"

ABOVE STAIR NOSING; ANODIZED

BRONZE, TYP.

1' - 0"

3/

4"

/8

3/

4"

1 3/4"

11 5/8"

1 3/4"

5/

8"

5/

8"LINE OF LIMESTONE

CAP ABOVE

ALUMINUM GUARDRAIL; ANODIZED BRONZE

ALUMINUM HANDRAIL; ANODIZED BRONZE

1' - 3"

1'

"2

AS501

BRICK

GROUTED

SOLID

#4 REBAR

10"

1'

1' - 2"

LIMESTONE CAP

AS501

ALUMINUM GUARDRAIL; ANODIZED BRONZE

ALUMINUM HANDRAIL; ANODIZED BRONZE

FIRST FLOOR

0' - 0"

BRICK VENEER

RAMP FOUNDATION WALL.

REFER TO STRUCTURAL

DRAWINGS

RAMP FOOTING. REFER TO

STRUCTURAL DRAWINGS

CONCRETE SLAB

RAILING POST SET INTO

RAMP AND FOUNDATION

WALL 1'-0" MINIMUM

AS501

C

GRANULAR

FILL

1/2" EXPANSION JOINT MATERIAL

AIR GAP

5" 4"

GRANULAR FILL

CELLULOSE WEEPS AT 24" O.C., TYP.

FLEXIBLE FLASHING AND DRIP

AT BASE

8"

1' - 1"

3/

8"

3/8"

1/4"

DRIP

EDGE

7 1/2" 7 1/2"

1/

2"

1/ 4"

3/4" CHAMFERED EDGE

DRIP EDGE

STANDARD FACE BRICK

CONCRETE

FOUNDATION

5"

METAL RAILING ENGAGED IN

CONCRETE RAMP

2" 10"

M

IN

1'

3 1/2"

RECESSED SLEEVE TO

RECEIVE RAILING POST.

1/

2"

HSS 1.66" x .125" HANDRAIL

(PROVIDE 1'-0" EXTENSIONS

TOP & BOTTOM) (STAINLESS

STEEL FINISH)

5/8" DIA. SS HANDRAIL

SUPPORT

2 1/2" DIA x 1/8" STAINLESS STEEL

PLATE C/W 2 BOLTS AND CINCH

ANCHORS PER PLATE FASTENED

TO WALL, MAX 3'-0" O.C. TYPICAL

FACE OF WALL

2 1/2"

*NOTE - PAVER PATTERN IS FOR

VISUAL REFERENCE. CONFIRM

EXISTING PATTERN BEFORE

REMOVAL AND REINSTALLATION OF

PAVERS.

BRICK PAVER REINSTALLATION

STARTING POINT

1/2" EXPANSION JOINT

WITH CONTINUOUS SEALANT

AT PERIMETER

PAVERS SHALL BE PLACE TIGHTLY

AS501

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

GRADE

-3' - 9"

M

IN

2'

AS501

CONCRETE FOOTING.

REFER TO STRUCTURAL

DRAWINGS

CONCRETE FOUNDATION.

REFER TO STRUCTURAL

DRAWINGS

BRICK VENEER

GUARDRAIL

GRADE

CONCRETE RAMP

FIRST FLOOR

0' - 0"

AS501

BRICK

CAST STONE

CAP

HANDRAIL

GUARDRAIL

CONCRETE

FOUNDATION

WALL

CONCRETE

PAD

4" GRANULAR

FILL

1/

4" 1'

/4

1'

1" AIR GAP

DRIP

EDGE

1' - 1"

WALL BELOWDRILLED HOLE FOR

RAILING, WHERE

APPLICABLE

6 1/2" 2" 6 1/2"

1/

2"

3/

8"

FIRST FLOOR

0' - 0"

COMPACTED SUBGRADE

4" COMPACTED

AGGREGATE SUBBASE

MIN 1" DIA.

WEEP @ 24" O.C.

EXISTING PAVERS

TIGHTLY REINSTALLED

4" CONCRETE SLAB

8" CONCRETE

TURN DOWN SLAB

1/2" EXPANSION JOINT

WITH SEALANT

SLOPE 1/8" PER FOOT

3/4" COMPACTED

BITUMINOUS SETTING BED

NEW CONCRETE RAMP

#4 CONT.

6x6-W2.9xW2.9 WWF

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

ANGLE CLIPS AND 3/8" HILTI

HAS THREADED ROD (OR

EQUAL) W/ 3-3/4" EMBED.

9' LADDER

LADDER SAFETY POST

SEE STRUCTURAL

DRAWINGS

METAL ACCESS GRATE

ANGLE BAND HINGE

4' - 0"

3'

ANGLE BAND HINGE

WELDED STEEL FRAME

GALVINIZED STEEL

GRATE - 1 1/4" x 3/16"

EQ EQ EQ

POSTS O.C.

5' - 0" MAX

4" CLR MAX.

4" C

LR

M

A X

4"

C

LR

M A

X

3'

T Y

P

IC

A L

3'

/8

4"

11 5/8"

LIMESTONE CAP

BRICK POST

ALUMINUM HANDRAIL

ALUMINUM GUARDRAIL

3'

2" 2"

2"

CONCRETE

PLATFORM

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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P

M

AS501

EXTERIOR 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 1/2" = 1'-0"

TYP. HANDRAIL AT EXT. STAIR

1" = 1'-0"

SECTION AT SOUTH TRANSEPT STAIRS

1 1/2" = 1'-0" E

PLAN DETAIL - BRICK POST

1 1/2" = 1'-0" D

PLAN DETAIL - LIMESTONE POST CAP

1" = 1'-0"

RAMP SECTION AT FOUNDATION

3" = 1'-0"

TYP. CAST STONE CAP

1 1/2" = 1'-0" C

CONCRETE RAMP / PAD - EDGE DETAIL

3" = 1'-0" B

SECTION AT WALL MOUNTED HANDRAIL

1/2" = 1'-0" A

EXTERIOR BRICK PAVER PATTERN

1/2" = 1'-0"

EAST TRANSEPT - TRANS. SECTION

1" = 1'-0"

SOUTH TRANSEPT STAIRS - TRANS. SECTIOn

3" = 1'-0"

TYP. CAST STONE CAP AT STAIRS

1/2" = 1'-0"

EXTERIOR PAVER SECTION

1/2" = 1'-0"

AREAWAY LADDER - SECTION

1/2" = 1'-0"

AREAWAY ACCESS GRATE

1" = 1'-0"

TYP. EXTERIOR RAILING ELEVATION

No. Revisions: Date:

/8

/8

/8

/4

/4

/4

/4

1 3/8" 3/4"

3/4" 1 5/8"

1/2"

1 3/8"

*NOTE: VERIFY DIMENSIONS, PROFILE, AND

CONSTRUCTION TO MATCH EXISTING WALL BASE.

1"

7/8"

/8

7/8" 3/4"

/4

*NOTE: VERIFY DIMENSIONS, PROFILE, AND

CONSTRUCTION TO MATCH EXISTING WALL BASE.

EXISTING WOOD TRUSS

EXISTING WOOD PIN

GLUE LAMINATED WOOD

/8

/4

/4

/8

/2

/4

1' - 0 1/2" 9 5/8" 3 7/8" 1 1/4"1 1/4"

/2

3/4"

4"

2' - 4 1/2"

1" 10" 1"

3/4" 1"

*NOTE: VERIFY DIMENSIONS, PROFILE, AND CONSTRUCTION TO MATCH EXISTING WOOD BRACKET.

EXISTING WOOD TRUSS

EXISTING WOOD PIN

GLUE LAMINATED WOOD

1" 3/4"

EXISTING WOOD PULPIT TO BE

SALVAGED, SANDED, AND

RE-STAINED FOR

REINSTALLATION IN NEW

WORK.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

EXISTING MASONRY CONSTRUCTION.

VERIFY LOCATION IN FIELD.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

REFER TO AE601 FOR

OPENING JAMB DETAILS.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

NEW INTERIOR GYPSUM

FURRING. SEE FLOOR PLAN

FOR MAKE-UP OF NEW

CONSTRUCTION.

VIF

1' - 4" +/-

1/4" TYP.

EXISTING WOOD JOIST

TERRAZZO TILE

MORTAR BED. ADJUST TO BRING

FINISHED FLOOR LEVEL WITH

ADJACENT EXISTING FLOOR FINISHES

1/2" PLYWOOD SUBFLOOR

1/2" CEMENT BOARD SUBFLOOR

1' - 4" VIF

EXISTING WOOD JOIST

TERRAZZO TILE

MORTAR BED. ADJUST TO BRING

FINISHED FLOOR LEVEL WITH

ADJACENT EXISTING FLOOR FINISHES

1/2" PLYWOOD SUBFLOOR

1/2" CEMENT BOARD SUBFLOOR

TILE EDGE PIECE

VIF

1' - 4" +/-

VIF

1' - 4" +/-

EXISTING WOOD JOIST

1/2" PLYWOOD SUBFLOOR

FINISH FLOOR VARIES

R-21 BATT INSULATION

SUBFLOOR INSULATION NETTING

OR SIMILAR SUPPORT

BALCONY

10' - 1 5/8"

COORDINATE BALCONY TRIM WOOD WORK

WITH DEMOLITION SCOPE. WOOD SHALL BE

REFINISHED AND STAINED TO MATCH

ADJACENT TRIM.

6" X 8" WOOD BEAM

1/4" X 3-1/2" STAINLESS

STEEL WOOD SCREW

ORNAMENTAL JOIST

HANGER

5 1/2"

/2 "7

2 1/2"

EXISTING WOOD TRUSS

E Q

E Q

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

:1

P

M

AE502

INTERIOR 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

3" = 1'-0"

EXISTING BASE TRIM - LARGE

3" = 1'-0"

EXISTING BASE TRIM - SMALL

1 1/2" = 1'-0"

TRUSS BRACKET DETAIL

3/4" = 1'-0"

PLAN DETAIL

3/4" = 1'-0"

PLAN DETAIL

1 1/2" = 1'-0"

TERRAZZO FLOOR SYSTEM

1 1/2" = 1'-0"

TERRAZZO FLOOR TO WOOD FLOOR

1 1/2" = 1'-0"

SUBFLOOR INSULATION AT TRANSEPTS

1/2" = 1'-0"

BALCONY RAILING DETAIL

3" = 1'-0"

JOIST HANGER AT TRUSS

3 1/4"1/2" SEE PLANSEE PLAN

RE-INSTALL VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD STOP

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 2 3/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISH WOOD STOP

REPLACE EXISTING

WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD ACCENT PANEL

EXISTING TRIM TO REMAIN.

STRIP PAINT AND VARNISH

IN COORDINATION WITH

NEW WORK.

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 1/2" 3 1/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING WOOD TRIM

NEW 5/8" GYPSUM WALLBOARD

ON 2 1/2" METAL STUD

EXISTING PLASTER AND

LATHE TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD PANEL

EXISTING WOOD ACCENT PANEL

DEMOLISHED NEW CONSTRUCTION

3 1/4" 1/2" SEE PLAN 1/2" 3 1/4"SEE PLAN

1/2" VARNISHED WOOD

VARNISHED WOOD STOP

RE-INSTALL EXISTING

WOOD TRIM

NEW 5/8" GYPSUM

WALLBOARD ON 2 1/2"

METAL STUD

EXISTING PLASTER AND

LATHE TO BE REMOVED

EXISTING WOOD TRIM. REMOVE,

CLEAN, AND VARNISH BEFORE

REINSTALLATION IN COORDINATION

WITH NEW WORK.

EXISTING WOOD PANEL

EXISTING WOOD ACCENT PANEL

DEMOLISHED NEW CONSTRUCTION

1 15/16" VARIES VARIES

5/8" GYPSUM BOARD

DOUBLE STUDS

BACK TO BACK

CAULK ALL AROUND

BOTH SIDES

STANDARD FRAME FOR

GYPSUM BOARD

JAMB ANCHORS

/4

4 7/8"

FIRST FLOOR

0' - 0"

GRIND CONCRETE SILL BETWEEN

WOOD TRIM OPENING TO BE FLUSH

WITH ADJACENT FLOOR.

GRIND CONCRETE SILL BETWEEN

BRICK OPENING TO BE FLUSH WITH

ADJACENT FLOOR.

EXISTING BRICK

WALL BEYOND

EXISTING BRICK TRANSOM

TO BE SALVAGED AND

PALLETIZED FOR RE-USE.

WOOD DOOR FRAME TO BE REMOVED

EXISTING STEEL LINTEL TO BE

CUT AT BRICK JAMB EXTENT

EXISTING HINGE TO BE SALVAGED AND

RE-INSTALLED IN NEW WORK SCOPE.

EXTERIOR

DEMOLISHED

EXISTING BRICK

WALL BEYOND

GLAZING AS SCHEDULED

EXISTING HINGE TO BE

RE-INSTALLED.

NEW DOOR FRAME INSET

INTO WOOD GLAZING SYSTEM

WOOD FRAMING ASSOCIATED

WITH WOOD GLAZING SYSTEM

EXTERIOR

NEW 3/8" STEEL LINTEL EMBEDDED

6" IN JAMB MASONRY

A B C

E - EXTERIOR E - INTERIOR F G

SEE PLAN

CMU BLOCK WALL

STANDARD HOLLOW METAL FRAME

FOR CMU GROUTED SOLID

CAULK AROUND FRAME

ON ALL SIDES

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

REMOVE BASE

AND RETURN FOR

RE-INSTALLATION

IN NEW WORK

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

OPENING HEAD TRIM

AND FACING SHALL

BE EXTENDED AS

NECESSARY FOR

CONTINUOUS

PROFILE.

SEE PLAN

EXISTING PLASTER AND LATHE TO BE

REPLACED WITH GYPSUM BOARD. SEE

PLAN FOR EXTENT OF PLASTER REMOVAL.

WOOD TRIM. REMOVE, CLEAN, AND

VARNISH BEFORE REINSTALLATION

IN COORDINATION WITH NEW WORK.

WHERE NEW OPENING WIDTH VARIES

FROM EXISTING CONDITION, NEW

TRIM SHALL BE FABRICATED TO

MATCH EXISTING PROFILES.

EXISTING WOOD STOP

SEE PLAN

EXISTING PLASTER AND LATHE TO BE

REPLACED WITH GYPSUM BOARD. SEE

PLAN FOR EXTENT OF PLASTER REMOVAL.

WOOD TRIM. REMOVE, CLEAN, AND VARNISH

BEFORE REINSTALLATION IN COORDINATION

WITH NEW WORK. WHERE NEW OPENING

WIDTH VARIES FROM EXISTING CONDITION,

NEW TRIM SHALL BE FABRICATED TO MATCH

EXISTING PROFILES.

WOOD PANEL STAINED TO

MATCH ADJACENT TRIM

WOOD ACCENT PANEL STAINED

TO MATCH ADJACENT TRIM

TYPICAL EXTERIOR CONDITION

TYPICAL INTERIOR CONDITION

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

AE601

DOOR SCHEDULE 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

DOOR SCHEDULE

MARK

DOOR PANEL DOOR FRAME

Hardware Set

SCHEDULE

NOTESPANEL TYPE HEIGHT* WIDTH* FRAME TYPE

FRAME

MATERIAL JAMB

003A -- 7' - 5" 2' - 8" ETR ETR -- 6.0 2

007A D 6' - 2" 3' - 0" 1 HM 4.0

010A G 6' - 8" 3' - 0" 1 HM 4.0

101A E 7' - 8" 5' - 10" * WD 1.0 1

102A B 7' - 5" 4' - 10" * WD 14/AE601 6.0 1

104A A 7' - 5" 2' - 8" * WD 13/AE601 7.0 1

104B A 7' - 5" 2' - 8" * WD 12/AE601 8.0 1

104C A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

106A -- 7' - 11 1/2" 2' - 8" * WD 3/AE601 5.0 3

106B A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

107 F 7' - 0" 3' - 0" 2 WD 2.0

108 F 7' - 0" 2' - 8" 2 WD 2.0

109A A 7' - 5" 2' - 8" ETR ETR* -- 6.0 2

109B A 7' - 5" 2' - 8" ETR ETR* -- 6.0 2

110A E 7' - 8" 5' - 10" ETR ETR* -- 6.0 2

111A B 7' - 5" 4' - 10" * WD 14/AE601 6.0 1

112A -- 7' - 11 1/2" 2' - 8" * WD 12/AE601 5.0 3

112B A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

113 F 7' - 0" 2' - 8" 2 WD 2.0

114 F 7' - 0" 3' - 0" 2 WD 2.0

116A A 7' - 5" 2' - 8" * WD 13/AE601 7.0 2

116B A 7' - 11 1/2" 2' - 8" * WD 12/AE601 8.0

116C A* 7' - 5" 2' - 8" * WD 12/AE601 6.0 1

116D F 7' - 0" 2' - 0" WD 3.0

201 C 7' - 5" 2' - 8" ETR ETR -- 6.0 1

203 C 7' - 5" 2' - 8" ETR ETR -- 6.0 1

DOOR SCHEDULE NOTES:

1. REMOVE, CLEAN, STAIN, AND VARNISH EXISTING DOOR PANEL. HINGES SHALL BE SALVAGED AND CLEANED. ADJUST JAMB AND

RE-INSTALL DOOR ACCORDING TO SCHEDULED DETAIL.

2. REMOVE, CLEAN, STAIN, AND VARNISH EXISTING DOOR PANEL FOR INSTALLATION IN NEW WORK PLANS.

3. REMOVE AND RESTORE DOOR AND EXISTING HARDWARE AND STORE IN COORDINATION WITH C.O.R. ADJUST JAMB ACCORDING

TO SCHEDULED DETAIL.

*PANEL TYPE - SEAL DOOR SHUT AFTER INSTALLATION OF NEW FURRING AND RE-INSTALLATION OF DOOR.

1 1/2" = 1'-0"

EXTERIOR JAMB REBUILD

1 1/2" = 1'-0"

INTERIOR JAMB - FURRING ONE SIDE

1 1/2" = 1'-0"

INTERIOR JAMB - ONE PANEL

1 1/2" = 1'-0"

INTERIOR JAMB - TWO PANEL

3" = 1'-0"

TYP. HOLLOW METAL HEAD DETAIL

1 1/2" = 1'-0"

SILL REPAIR AT TOWER ENTRY

1 1/2" = 1'-0"

ENTRY DOOR HEAD DETAIL

3" = 1'-0"

TYP HOLLOW METAL HEAD DETAIL IN CMU WALL

1 1/2" = 1'-0"

TYPICAL HEAD DETAIL

CA D E

H

B

GF I

W I N D O W T Y P E S

1/ 4"

4' - 0" 7' - 0"

8'

/4

6'

/8

2' - 4" 1' - 8"

6'

/8

5'

/8

1' - 3 3/4"

4'

/8

1' - 10" 1' - 10"

3'

/8

6' - 0" 2' - 0"

1'

/8

3'

1'

1"

8'

/8

2'

/2

2'

/4

/2 " 6

1/ 2"

2'

/4

2'

/2

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

MASONRY

WALL

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SELF-ADHERING

RUBBERIZED

FLASHING TO

WRAP JAMB, HEAD,

AND SILL

2" 2"

4 5/8"

1 5/8" 3"

4" 3"

2 5/8" 1 5/8"

FRT WOOD SHIM

EASED EDGE

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

EXISTING WOOD

TRIM SHALL BE

REINSTALLED AT

NEW WINDOW

EXISTING

MASONRY WALL

2" 2"

4 5/8" 1 5/8" NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

FRT WOOD SHIM

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

EXISTING

STONE SILL

TO REMAIN

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

PRE-FINISHED ALUMINUM

FLASHING OVER SLOPED FRT

SILL

SLOPED TREATED

WOOD BLOCKING

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

EXISTING INTERIOR

WOOD SILL TO BE

REINSTALLED AT NEW

WINDOW.

4" 2"

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

SEALANT AND

BACKER ROD

SEALANT AND BACKER ROD

INTEGRAL ALUMINUM SILL

FLASHING PAN

2 5/8" 1 5/8"

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

FRT WOOD SHIM

EXISTING

STONE SILL

TO REMAIN

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

GC TO VERIFY EXISTING

WINDOW DEPTH IN MASONRY

OPENING

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

2" 2"

WOOD BLOCKING

AT BUILT UP SILL

BRAKE METAL

SILL

2 5/8" 1 5/8"

FRT BLOCKING AT SILL

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

INTEGRAL ALUMINUM SILL

FLASHING PAN

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

EXISTING

MASONRY

WALL

FRT WOOD SHIM

EXISTING WOOD TRIM SHALL

BE REINSTALLED AT NEW

WINDOW. PREPARE WOOD

TRIM FOR NEW FINISHES

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

STONE SILL

TO REMAIN

WOOD BLOCKING

AT BUILT UP SILL

BRAKE METAL

SILL

EXISTING MASONRY

WALL

EXISTING INTERIOR BRICK

SILL TO REMAIN

2" 2"

2 5/8" 1 5/8"

NOTE: CONTRACTOR TO VERIFY

EXISTING FLASHING.

CONDITIONS. COORDINATE

WITH COR.

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING TO

WRAP JAMB, HEAD, AND SILL

INTEGRAL ALUMINUM SILL

FLASHING PAN

ALUMINUM SILL TO HAVE

INTEGRAL RAINSCREEN

DRAINAGE

FRT WOOD SHIM

SEALANT AND

BACKER ROD

EXISTING WOOD TRIM

SHALL BE REINSTALLED AT

NEW WINDOW. PREPARE

WOOD TRIM FOR NEW

FINISHES

EXISTING

MASONRY

WALL

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE

FOR SIZE AND GLAZING

TYPE.

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

STEEL FRAMING

EXISTING

STONE SILL

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

2" 2"

4 5/8" 1 5/8"

SELF-ADHERING

RUBBERIZED

FLASHING TO WRAP

JAMB, HEAD, AND SILL

EASED EDGE

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING

MASONRY

WALL

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

2" 2"

3" 4"

3"

2 5/8" 1 5/8"

4 5/8"

1 5/8"

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

EASED EDGE

SEALANT AND

BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

SEALANT AND

BACKER ROD

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE FOR

SIZE AND GLAZING TYPE.

EXISTING STONE

SILL TO REMAIN

2" 2"

4 5/8" 1 5/8"

5/8" TYPE "X"

GYPSUM BOARD

2 1/2" COLD FORMED

METAL FRAMING

FRT BLOCKING AT SILL

1/2"

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

FRT WOOD SHIM

SELF-ADHERING

RUBBERIZED

FLASHING TO

WRAP JAMB,

HEAD, AND SILL

EXISTING MASONRY

WALL

EXISTING WOOD TRIM SHALL BE

REINSTALLED AT NEW WINDOW.

PREPARE WOOD TRIM FOR NEW

FINISHES

NEW ALUMINUM WINDOW.

REFER TO SCHEDULE

FOR SIZE AND GLAZING

TYPE.

EXISTING STONE SILL

TO REMAIN

EXISTING

MASONRY

WALL

2" 2"

4 5/8" 1 5/8"

GC TO VERIFY

EXISTING WINDOW

DEPTH IN MASONRY

OPENING

SEALANT AND BACKER

ROD

SEALANT AND BACKER ROD

SELF-ADHERING

RUBBERIZED FLASHING

TO WRAP JAMB, HEAD,

AND SILL

FRT WOOD SHIM

REPAIR DAMAGED LEADING AND REPLACE BROKEN GLASS TO MATCH COLOR AS INDICATED.

COLOR SHALL MATCH EXISTING STAINED GLASS. REUSE EXISTING STAINED GLASS WHERE

POSSIBLE. CONTRACTOR SHALL PRESERVE THE HISTORICAL ACCURACY OF THE WINDOW.

*DRAWING IS REPRESENTATION OF EXISTING WINDOW AND MAY HAVE INACCURACIES.

NORTH WINDOW:

APPROXIMATELY 90% OF THE GLASS IS INTACT. GLASS AND LEADING LOOKS TO HAVE BEEN

REPAIRED OR REPLACED IN THE PAST. USE THIS WINDOW AS A REFERENCE FOR THE WEST

WINDOW.

WEST WINDOW:

APPROXIMATELY 80% OF THE WINDOW IS COVERED AND THE CONDITION IS UNKNOWN.

REPLICATE WINDOW PATTERN TO MATCH THE NORTH WINDOW.

COLOR LEGEND:

P = PURPLE STAINED GLASS

Y = YELLOW STAINED GLASS

G = GREEN STAINED GLASS

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

Y

Y

Y

Y

P

P

P

P

P

P

P

PP

P

P

P

P

P

P

P

Y

Y

Y

Y

P

P PP

P

P

P

P

P P

P

P P

P

P

P

P

P

PP P

P

P

P

P

P P

P

P P

P

P

P

P

P Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y

Y Y

Y

Y

Y

Y

Y

Y

Y

Y

YYYYYY

Y

G G

G

G G

Y Y

Y YY Y

G G

P P

P

P

P P P P

P

PPP

P P

P P P P P P P P

P P P P

P P

PP

P P

P P P P

P P

P

PP

PPP

G G G GG

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G G

Y Y

P P

Y Y

G

G

G

G G

G

G

G

G

G G

G G

G

G

G

G

G G

G

GG

G

G G

G

G G

G

G G

GGG

G G G

G

G

G G

G

G

G

GG

G

G G

S T A I N E D G L A S S W I N D O W S

SCALE: 1" = 1' - 0"

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

:3

P

M

AE602

WINDOW SCHEDULE 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

Window Schedule

TYPE MARK DESCRIPTION HEIGHT* WIDTH*

HEAD

DETAIL SILL DETAIL

JAMB

DETAIL

GLAZING

TYPE

SCHEDULE

NOTES

A ARCHED - FIXED 10' - 10" 4' - 0" 7/AE601 8/AE601 9/AE601 G1

B ARCHED - STAINED GLASS 8' - 0" 7' - 0" ETR ETR ETR G2 1

C ARCHED - FIXED 6' - 6" 2' - 4" 10/AE601 11/AE601 12/AE601 G1

D ARCHED - FIXED 6' - 1" 1' - 8" 13/AE601 14/AE601 15/AE601 G1

E ARCHED - FIXED 5' - 7" 1' -4" 13/AE601 14/AE601 15/AE601 G1

F ARCHED - HUNG 4' - 3" 1' - 10" 13/AE601 14/AE601 15/AE601 G1

G HUNG 3' - 8" 1' - 10" 13/AE601 14/AE601 15/AE601 G1

H ARCHED - FIXED 3' - 8" 6' - 0" 7/AE601 8/AE601 --- G1

I BASEMENT 1' - 8" 2' - 0" 13/AE601 14/AE601 15/AE601 G1

L

* CONTRACTOR TO VERIFY EXISTING WINDOW SIZES

WINDOW SCHEDULE NOTES:

1. REMOVE EXISTING BRICK INFILL AND CLEAN EXISTING JAMB, SILL, AND HEAD FOR NEW STAINED GLASS INSTALLATION. SEE STAINED

GLASS DETAIL ON SHEET AE602.

GLAZING TYPES:

G-1 EAST- AND WEST-FACING EXTERIOR WINDOWS: 1" INSULATED LOW-E LAMINATED ULTRA-CLEAR GLAZING.

G-2 NORTH- AND SOUTH-FACING EXTERIOR WINDOWS: 1" INSULATED LAMINATED ULTRA-CLEAR GLAZING.

G-3 ALTERNATE #2 (IN LIEU OF G-1) - EAST- AND WEST-FACING EXTERIOR WINDOWS - 1" INSULATED LOW-E STANDARD ULTRA-CLEAR

GLAZING.

G-4 ALTERNATE #2 (IN LIEU OF G-2) - NORTH- AND SOUTH-FACING EXTERIOR WINDOWS - 1" INSULATED STANDARD ULTRA-CLEAR GLAZING.

G-5 STAINED GLASS - CONTRACTOR SHALL RESTORE NEW AND MISSING PIECES TO LIKE NEW CONDITION. BASIS OF DESIGN: EXISTING

GLAZING.

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD A

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD E

1 1/2" = 1'-0"

WINDOW DETAIL - SILL A

1 1/2" = 1'-0"

WINDOW DETAIL - SILL C

1 1/2" = 1'-0"

WINDOW DETAIL - SILL E

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB A

1 1/2" = 1'-0"

WINDOW DETAIL - HEAD C

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB C

1 1/2" = 1'-0"

WINDOW DETAIL - JAMB E

RESTROOM

9"

9"

RESTROOM

10##

4 1/2"

/2

EMERGENCY EVACUATION

14"

ROOM NAME

9"

AUTHORIZED

PERSONNEL ONLY

1' - 2"

E Q

E Q

ROOM NUMBER

2"

SIGN

FRAME

GENERAL NOTE: EXISTING ROOM NUMBER SIGNS SHALL BE

REUSED AND MOUNTED AT THE TOP CENTER OF THE FRAME.

WEST CHAPEL

TOWER STAIR

ENTRANCE

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

STAIR

ENTRANCE

NORTH CHAPEL

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

EAST TRANSEPT

HAC

116A

STAGE

116D

7 21

RESTROOM

9"

FIRE EXTINGUISHER

9"

MAXIMUM OCCUPANCY

14"

ABLE-BODIED

ONLY ACCESS

9"

IT

EAST TRANSEPT - C.S.

WEST TRANSEPT - C.S.

NORTH CRAWL SPACE

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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:0

:4

P

M

AE611

SIGNAGE PLAN AND SCHEDULE

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

S I G N A G E S C H E D U L E

MARK SIGN TYPE MESSAGE

1 EVACUATION ROUTE "EMERGENCY EVACUATION"

2 EVACUATION ROUTE "EMERGENCY EVACUATION"

3 ROOM NUMBER SIGN "107"

4 ROOM NUMBER SIGN "106"

5 ROOM NUMBER SIGN "107B"

6 ROOM NUMBER SIGN "107A"

7 ROOM NUMBER SIGN "103"

8 ROOM NUMBER SIGN "105"

9 ROOM NUMBER SIGN "105A"

10 ROOM NUMBER SIGN "104"

11 ROOM NUMBER SIGN "110"

12 ROOM NUMBER SIGN "111"

13 ROOM NUMBER SIGN "111A"

14 ROOM NUMBER SIGN "110A"

15 ROOM NUMBER SIGN "110B"

RESTROOM

IDENTIFCATION SIGN -

ACCESSIBLE

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

RESTROOM

IDENTIFCATION SIGN

"RESTROOM"

AUTHORIZED

PERSONNEL SIGN

"AUTHORIZED PERSONNEL ONLY"

21 OCCUPANT LOAD "MAXIMUM OCCUPANCY 130"

22 OCCUPANT LOAD "MAXIMUM OCCUPANCY 130"

23 ROOM NAME SIGN "IT ROOM"

24 ABLE-BODIED ONLY "ABLE-BODIED ONLY"

25 FIRE EXTINGUISHER "FIRE EXTINGUISHER"

26 FIRE EXTINGUISHER "FIRE EXTINGUISHER"

1 1/2" = 1'-0"

RESTROOM SIGN

1 1/2" = 1'-0"

RESTROOM SIGN - ACCESSIBLE

1 1/2" = 1'-0"

EXISTING ROOM NUMBER SIGN

1 1/2" = 1'-0"

EVACUATION ROUTE SIGN

1 1/2" = 1'-0"

TYP. ROOM NAME SIGN

1 1/2" = 1'-0"

AUTHORIZED PERSONNEL ONLY SIGN

1/2" = 1'-0"

TYP. SIGNAGE ELEVATIONS

1. ALL FINAL NAMES AND NUMBERS TO BE CHOSEN BY THE VA DURING CONSTRUCTION

S I G N A G E N O T E S

1/8" = 1'-0"

SIGNAGE PLAN - FIRST FLOOR

1 1/2" = 1'-0"

RESTROOM SIGN - RIGHT ANGLE

1 1/2" = 1'-0"

FIRE EXTINGUISHER - RIGHT ANGLE

1 1/2" = 1'-0"

OCCUPANT LOAD SIGN

1 1/2" = 1'-0"

ABLE-BODIED ONLY ACCESS

1/8" = 1'-0"

SIGNAGE PLAN - BASEMENT

4'

3" 3'

3"

4"

CTW-2

CTB-1

CTW-3

CTW-3

CTW-1

BULLNOSE

P-2

64 SF

STAIR

ST-2

P-2

ST-1

P-3

P-3

P-3

P-3

P-3

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

:5

P

M

AF801

FINISH SCHEDULE, LEGEND, AND

GENERAL 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

R O O M F I N I S H S C H E D U L E

ROOM

NUMBER NAME FLOOR FINISH BASE FINISH

WALL FINISH CEILING

FINISH COMMENTSNORTH SOUTH EAST WEST

001 STAIR ETR, ST-2 / ETR ETR, ST-1 PL-1, P-2 EXP, P-3 EXP, P-3 PL-1, P-2 / EXP, P-3 PL-1, P-2 / EXP, P-3 1, SEE ENLARGED PLAN ON 1/AF801

002 MECHANICAL 1 ETR - EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3

003 MECHANICAL 2 ETR - EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3 EXP, P-3

004 WEST CRAWL SPACE - - EXP EXP EXP EXP EXP

005 SOUTH TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

006 NORTH TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

007 EAST TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

008 NORTH CRAWL SPACE - - EXP EXP EXP EXP EXP

009 WEST TRANSEPT - C.S. - - EXP EXP EXP EXP EXP

010 IT SLC-1 - P-4 P-4 P-4 P-4 P-4

011 NORTH CRAWL SPACE SLC-1 - EXP EXP EXP EXP EXP

101 TOWER STAIR ETR, ST-2 / ETR ETR, ST-1 EXP EXP EXP EXP EXP, ST-1

102 ENTRANCE ST-2 ETR (PRB-1), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

103 WEST CHAPEL ST-2 PRB-1, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 EXP 1, 2

104 SOUTH TRANSEPT ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

105 STAGE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

106 VESTIBULE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

107 ACCESSIBLE RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

108 RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

109 STAIR ST-2 ETR (PRB-2), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

110 ENTRANCE ST-2 ETR (PRB-1), ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1, 2

111 NORTH CHAPEL ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 EXP 1, 2

112 VESTIBULE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

113 RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

114 ACCESSIBLE RESTROOM TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

115 STAGE ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1,2

116 EAST TRANSEPT ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

116A HAC TT-1 CTB-1 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2, CTW-1, CTW-2, CTW-3 GWB, P-2

201 TOWER STAIR ST-2 ETR, ST-1 EXP EXP EXP EXP EXP 1

202 WEST BALCONY ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

203 STAIR ST-2 ETR, ST-1 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 PL-1, P-2 1

204 NORTH BALCONY ST-2 PRB-2, ST-1 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 GWB, P-2 1, 2

301 TOWER LANDING ST-2 - EXP EXP EXP EXP EXP 1

401 BELL LANDING - ETR EXP EXP EXP EXP P-1

EXP EXPOSED STRUCTURE - - -

ETR EXISTING TO REMAIN - - SEE FINISH NOTE 1.

GYP GYPSUM BOARD USG TBD TBD

PL-1 PLASTER CONSTRUCTION TBD TBD TBD

P-1 PAINT - TYPE 1 SHERWIN WILLIAMS 7035 AESTHETIC WHITE EXTERIOR PAINT

P-2 PAINT - TYPE 2 SHERWIN WILLIAMS 7035 AESTHETIC WHITE GENERAL INTERIOR PAINT

P-3 PAINT - TYPE 3 SHERWIN WILLIAMS 7043 WORLDLY GREY HM DOOR FRAME/CMU WALLS

BASEMENT BRICK WALLS

P-4 PAINT - TYPE 4 SHERWIN WILLIAMS 7005 PURE WHITE PLYWOOD IN ELEC CLOSET

WDB-1 WOOD BASE EXISTING WOOD BASE 2'-1" X 0'-2" TALL PROFILE MATCH EXISTING WOOD BASE IN

PROFILE AND WOOD SPECIES.

SEE DETAIL 1/AE502.

WDB-2 WOOD BASE EXISTING WOOD BASE 0'-7" X 0'-2" SHORT PROFILE MATCH EXISTING WOOD BASE IN

PROFILE AND WOOD SPECIES.

SEE DETAIL 2/AE502.

CTB-1 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, BASE TILE IN RESTROOMS -

3X12 FLOOR BULLNOSE / BULLNOSE AT NON-WET WALLS

COLOR TBD

CTW-1 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, FIELD TILE USED AT

4X12 WALL TILE / RESTROOM WET WALLS

COLOR TBD

CTW-2 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, USE AT TOP COURSE OF TILE

3X12 WALL BULLNOSE / AT WET WALL

COLOR TBD

CTW-3 CERAMIC TILE DALTILE BALANS, GLAZED CERAMIC, ACCENT TILE AT WET WALLS

4X12 WALL TILE /

COLOR TBD

SLC-1 SEALED CONCRETE TBD TBD REFER TO CIVIL SPECIFICATION.

ST-1 WOOD STAIN AND VARNISH TBD TBD INTERIOR WOOD TRIM

ST-2 WOOD STAIN AND VARNISH TBD TBD WOOD FLOORING

ST-3 WOOD STAIN AND VARNISH TBD MATCH EXISTING OPAQUE CEILING PLANKS, WHERE NOTED

TT-1 TERRAZZO FLOORING BOSTIK TBD RESTROOM FLOORING

F I N I S H L E G E N D

MARK DESCRIPTION BASIS OF DESIGN STYLE/COLOR COMMENTS

NOTES:

1. IF EXISTING WOOD BASE BECOMES DAMAGED DURING CONSTRUCTION, REPLACE DAMAGED BASE TO MATCH WITH PRB-1 OR PRB-2.

CONTRACTOR TO MINIMIZE DAMAGE DURING CONSTRUCTION.

2. NOTES: PRODUCTS, COLORS AND FINISHES AS USED IN THE LEGENDS ARE NOT REQUIRED FOR USE. COLOR, FINISHES AND MANUFACTURERS LISTED HERE ARE FOR AESTHETIC AND SPECIFICATION QUALITY STANDARD REFERENCE ONLY. CONTRACTOR MAY SUBMIT OTHER MANUFACTURES PRODUCTS THAT MEET THE CONTRACT DRAWINGS AND SPECIFICATIONS REQUIREMENTS. SUBMITTED

PRODUCTS SHALL COMPLY WITH FAR AND VAAR REQUIREMENTS INCLUDING BUY-AMERICAN ACT.

1. SAND AND REFINISH EXISTING WOOD FLOORING TO REMAIN. SEE NEW WORK PLAN FOR EXTENT OF NEW FLOORING

2. RE-INSTALL REFURBISHED WDB-1 OR WDB-2 PER SCHEDULE.

3. PAINT AT CEILINGS IS FOR GYPSUM BOARD OR PLASTER CEILINGS ONLY - SEE REFLECTED CEILING PLANS - NO PAINT AT EXISTING WOOD CEILINGS.

1 1/2" = 1'-0"

TYPICAL WET WALL ELEVATION

FINISH SCHEDULE NOTES:

1/2" = 1'-0"

ENLARGED BASEMENT STAIR - FINISH PLAN

STAIR

MECHANICAL 1

MECHANICAL 2

FIRE DEPARTMENT

CONNECTION

4" FPD

3" FPD

1 1/2" FPD

3" FPD

UG 4" FPD

AIR COMPRESSOR

DRY PIPE VALVE

A. THE ENTIRETY OF THE BUILDING IS CURRENTLY SPRINKLERED WITH A DRY PIPE FIRE

PROTECTION SYSTEM.

B. REMOVE ALL FIRE PROTECTION SYSTEM COMPONENTS IN BUILDING. A NEW DRY PIPE

FIRE PROTECTION SYSTEM WILL BE INSTALLED IN NEW WORK PHASE.

C. PATCH ALL PIPE PENETRATIONS THROUGH WALLS AND FLOORS TO MATCH EXISTING

AFTER REMOVAL OF FIRE PROTECTION SYSTEM.

D. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

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

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FD101

BASEMENT FIRE PROTECTION

DEMOLITION PLAN

07/30/2021 PP GP

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"

BASEMENT FIRE SUPPRESSION DEMOLITION PLAN

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

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

1 REMOVE ALL FIRE PROTECTION PIPING AND ASSOCIATED SPRINKLERS, VALVES, HOSE REELS, AND EQUIPMENT IN ENTIRETY OF BUILDING. CONTRACTOR TO FIELD VERIFY EXTENT OF

EXISTING FIRE PROTECTION SYSTEM.

2 REMOVE DRY PIPE VALVE AND AIR COMPRESSOR.

3 REMOVE EXTERIOR FIRE DEPARTMENT CONNECTION AND ASSOCIATED PIPING. EXISTING

OPENINGS SHALL BE REUSED. SEE NEW WORK DRAWINGS.

4 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

07/30/2021

NORTH TRANSEPT - C.S.

WEST CRAWL SPACE

SOUTH TRANSEPT - C.S.

STAIR

MECHANICAL 1

MECHANICAL 2

NORTH CRAWL SPACE

WEST TRANSEPT - C.S.

FPD

FPD

FPD UP

FPD UP

FX101

FPD UP

FPD UP

FPD UP

FPD UP

AC-1

UG 4" FPD

IT

EAST TRANSEPT - C.S.

NORTH CRAWL SPACE

STAGE

ACCESSIBLE RESTROOM

SOUTH TRANSEPT

WEST CHAPEL

STAIR

ENTRANCE

ENTRANCE

TOWER STAIR

NORTH CHAPEL

RESTROOM

FPD UP & DN

FPD DN

FPD DN

FPD UP & DN

FPD DN

FPD DN

FPD UP & DN

FPD UP & DN

RESTROOM

VESTIBULE

FPD

ACCESSIBLE RESTROOM

VESTIBULE

HAC

116A

EAST TRANSEPT

FPD DN

STAGE

A. INSTALL COMPLETE AUTOMATIC DRY FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 AND VA FIRE PROTECTION MANUAL.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS WHEN

SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER DISCHARGE

PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO

PROVIDE A COMPLETE INSTALLATION AND TO ELIMINATE INTERFERENCE WITH OTHER

CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE

OF SYSTEM PIPING THROUGH MAIN DRAIN VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION COMPLETED BY

CONTRACTOR. CONTRACTOR TO SUBMIT SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER

TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THESE PLANS IS TO CONVEY

DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF

IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES, SMOKE

PARTITIONS, AND FIRE EXTINGUISHER CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT RESULTS.

I. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

FIRST FLOOR

0' - 0"

BASEMENT

-9' - 6 11/16"

AC-1

4" DRY

PIPE VALVE

4" FPD

4" FPD

4" DOUBLE CHECK

DETECTOR VALVE WITH

SUPERVISORY SWITCHES

(E) UG 4" FP

FROM SITE

FIRE DEPARTMENT

CONNECTION

4" CHECK

VALVE HOSE

CONNECTION

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER SPRINKLER DENSITY NOTES

LIGHT HAZARD 0.10 GPM/SF OVER

1500 SF

100 GPM 30 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

225 SF

BASE AREA

ORDINARY HAZARD

GROUP I

0.15 GPM/SF OVER

1500 SF

250 GPM 60 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

130 SF

BASE AREA

ORDINARY HAZARD

GROUP II

0.20 GPM/SF OVER

1500 SF

250 GPM 60 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

130 SF

BASE AREA

AIR COMPRESSOR SCHEDULE

MARK LOCATION

SYSTEM AND/OR

SERVICE

TYPE

INLET

AIRFLOW

DISCHARGE

PRESSURE

SYSTEM

CAPACITY

RECEIVER

SIZE

COMPRESSOR DIMENSIONS

L x W x H

ELECTRIC POWER [60 Hz] OPERATING

WEIGHT REMARKS

CFM [L/S] PSIG [kPa] GAL [L] GAL [L] IN [mm] # OF MOTORS HP [KW] PHASE VOLT LBS [KG]

AC-1 MECHANICAL 1 002

DRY PIPE FIRE

SUPPRESSION

TANK

MOUNTED

3.5 1.65 40 276 290 1098 10 38 33 x 13 x 28 838 x 330 x 711 1 1/2 0.37 1 120 115 52 1, 2

REMARKS:

1. PROVIDE WITH AIR MAINTENANCE DEVICE.

2. DESIGNED TO FILL DRY PIPE SYSTEM TO 40 PSI IN 30 MINUTES.

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

C U s e rs \k y le g \D o c u m e n ts

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FX101

BASEMENT & FIRST FLOOR FIRE

SUPPRESSION PLANS

07/30/2021 PP GP

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"

BASEMENT FIRE SUPPRESSION PLAN

1/8" = 1'-0"

FIRST FLOOR FIRE SUPPRESSION PLAN

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

F I R E H A Z A R D L E G E N D :

LIGHT HAZARD

ORDINARY HAZARD LEVEL 1

1/4" = 1'-0"

FIRE PROTECTION SECTION

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

1 INSTALL NEW FIRE DEPARTMENT CONNECTION IN PLACE OF EXISTING.

2 INSTALL 4" DRY PIPE VALVE.

3 INSTALL TANK MOUNTED AIR COMPRESSOR TO SERVE DRY PIPE VALVE. REFER TO AIR

COMPRESSOR SCHEDULE ON THIS SHEET.

4 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

ORDINARY HAZARD LEVEL 2

WEST BALCONY

STAIR

NORTH BALCONY

TOWER STAIR

FPD DN

FPD DN

FPD DN

FPD

FPD

FPD

FPD

FPD FPD

FPD

FPD DN

FPD UP

STAGE

WEST CHAPEL

NORTH CHAPEL

STAGE

FPD DN

BELL LANDING

A. INSTALL COMPLETE AUTOMATIC DRY FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH

NFPA 13 AND VA FIRE PROTECTION MANUAL.

B. INSTALL SPRINKLER SYSTEM OVER AND UNDER DUCTS, PIPING, AND PLATFORMS WHEN

SUCH EQUIPMENT CAN NEGATIVELY EFFECT OR DISRUPT THE SPRINKLER DISCHARGE

PATTERN AND COVERAGE.

C. FURNISH PIPING OFFSETS, FITTINGS, AND ANY OTHER ACCESSORIES AS REQUIRED TO

PROVIDE A COMPLETE INSTALLATION AND TO ELIMINATE INTERFERENCE WITH OTHER

CONSTRUCTION.

D. PROVIDE AUXILIARY DRAIN WHERE CHANGE IN PIPING DIRECTION PREVENTS DRAINAGE

OF SYSTEM PIPING THROUGH MAIN DRAIN VALVE.

E. PIPE SIZES SHALL BE DETERMINED BY HYDRAULIC CALCULATION COMPLETED BY

CONTRACTOR. CONTRACTOR TO SUBMIT SPRINKLER DESIGN.

F. COMPLETELY COORDINATE WITH STRUCTURAL, ARCHITECTURAL, AND ALL OTHER

TRADES. EQUIPMENT, SPRINKLERS, AND PIPING SHOWN ON THESE PLANS IS TO CONVEY

DESIGN INTENT AND DOES NOT DICTATE THE MEANS AND METHODS OF

IMPLEMENTATION. ADHERE TO ALL HAZARD CLASSIFICATIONS SHOWN.

G. REFER TO ARCHITECTURAL AND FIRE ALARM DRAWINGS FOR FIRE ALARM ZONES, SMOKE

PARTITIONS, AND FIRE EXTINGUISHER CABINETS.

H. CONTRACTOR TO CONDUCT FIRE WATER FLOW TEST AND SUBMIT RESULTS.

I. REFER TO SHEET P001 FOR LEGENDS, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

FIRE SPRINKLER HAZARD SCHEDULE

CLASSIFICATION CRITERIA HOSE DURATION SPRINKLER SPRINKLER DENSITY NOTES

LIGHT HAZARD 0.10 GPM/SF OVER

1500 SF

100 GPM 30 MIN QR; K = 5.6 OR K = 8.0 1 SPRINKLER PER

225 SF

BASE AREA

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

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FX102

SECOND FLOOR & BELL TOWER

FIRE SUPPRESSION PLANS

07/30/2021 PP GP

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"

SECOND FLOOR FIRE SUPPRESSION PLAN

1/8" = 1'-0"

BELL TOWER FIRE SUPPRESSION PLAN

G E N E R A L N O T E S : F I R E H A Z A R D L E G E N D :

LIGHT HAZARD

PLUMBING VALVE SYMBOLS

BALL VALVE

CHECK VALVE

BUTTERFLY VALVE

GATE VALVE

GENERAL PLUMBING SYMBOLS

LIMIT OF DEMOLITION

ANCHOR

REDUCER OR INCREASER

DIRECTION OF FLOW

SIDE CONNECTION

ECCENTRIC REDUCER

BOTTOM CONNECTION, 45° OR 90°

TOP CONNECTION, 45° OR 90°

DIRECTION OF PIPE PITCH (DOWN)

UNION

RISE OR DROP IN PIPE

CAPPED OUTLET

POINT OF CONNECTION BETWEEN NEW AND

EXISTING WORK

PRESSURE GAGE

THERMOMETER

STRAINER

PIPE UP

PIPE DOWN

CO CLEAN OUT

DRAWING SYMBOLS

PL101

A

26-P 3

DETAIL NUMBER

DRAWING NUMBER WHERE SHOWN

SECTION LETTER

TYPICAL UNIT NO.

BUILDING NO. WHERE EQUIPMENT IS LOCATED.

PUMP NO.3 IN BUILDING NO.26

EQUIPMENT ABBREVIATION (PUMP)

DRAWING NUMBER WHERE DRAWN

PL105

PIPING CONTINUATION

PLUMBING ABBREVIATIONS

REVISION NUMBER

PIPING SYMBOLS

DOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

VENT (SANITARY)

DCW

DHW

DHWR

SANITARY SEWER

SAN

STORM WATER

SW

V

PLUMBING GENERAL NOTES

A. THE FOLLOWING NOTES APPLY EQUALLY TO THE FULL SET OF PLUMBING DOCUMENTS.

B. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

C. REFER TO SCHEDULES, DETAILS, AND DIAGRAMS FOR PIPING, PIPE SIZES AND PIPELINE DEVICES NOT

INDICATED ON FLOOR PLAN.

D. LOCATIONS AND SIZES OF EXISTING PIPING SHOWN ON THIS DRAWING HAVE BEEN DETERMINED FROM A REVIEW OF EXISTING DRAWINGS AND/OR SITE INVESTIGATION WHERE POSSIBLE. CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE WORK SHOWN ON THE CONTRACT DRAWINGS WHICH MAY IMPACT THE PROGRESS OF WORK SHALL BE BROUGHT

TO THE ATTENTION OF THE VA IN WRITING BEFORE PROCEEDING WITH THE WORK.

E. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS.

F. ALL WORK SHALL BE IN COMPLIANCE WITH GOVERNING CODES AND VA STANDARDS.

G. PROVIDE ACCESS PANELS IN NON-ACCESSIBLE SUSPENDED CEILINGS FOR VALVES, CLEANOUTS, CONTROLS, ETC.

H. ALL PENETRATIONS THROUGH FIRE-RATED ASSEMBLIES SHALL BE PROTECTED AND/OR FIRESTOPPED AS REQUIRED TO MAINTAIN FIRE RATINGS. REFER TO ARCHITECTURAL PLANS FOR LOCATIONS OF FIRE-RATED

ASSEMBLIES.

I. CONTRACTOR TO IMMEDIATELY INFORM THE COR IN THE EVENT THAT MATERIALS OBSERVED ARE

SUSPECTED TO CONTAIN ASBESTOS.

J. PROVIDE OFFSETS AS NECESSARY TO COMPLETE SYSTEMS AND COORDINATE WORK WITH OTHER TRADES.

PIPING PENETRATION THROUGH FLOOR/ROOF

NEW PIPING

PIPING TO BE REMOVED

EXISTING PIPING

A/E ARCHITECT / ENGINEER

AC AIR COMPRESSOR

AD AREA DRAIN/ACCESS DOOR

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AG AIR GAP

AP ACCESS PANEL

AS AUTOMATIC SPRINKLER/AIR SEPARATOR

ASD ADJUSTABLE SPEED DRIVES/AUTOMATIC SPRINKLER DRAIN

ASHRAE AMERICAN SOCIETY OF HEATING REFRIGERATION AIR

CONDITIONING ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS

ASR AUTOMATIC SPRINKLER RISER

BFP BACKFLOW PREVENTER

BHP BRAKE HORSEPOWER

BSP BLACK STEEL PIPE

BTU BRITISH THERMAL UNIT

BTUH BRITISH THERMAL UNIT PER HOUR

C CENTIGRADE (CELSIUS)

CA COMPRESSED AIR

CFH CUBIC FEET PER HOUR

CFM CUBIC FEET PER MINUTE

CFT CUBIC FEET

CI CAST IRON

CM COUNTER MOUNTED/CUBIC METER

CO CLEAN OUT

COMP COMPARTMENT

CV CONSTANT VOLUME/CONTROL VALVE

D DRAIN

DCW DOMESTIC COLD WATER

DD-1 DESIGN DEVELOPMENT (SUBMISSION 1)

DD-2 DESIGN DEVELOPMENT (SUBMISSION 2)

DFU DRAINAGE FIXTURE UNITS

DHW DOMESTIC HOT WATER

DHWR DOMESTIC HOT WATER RETURN

DIA DIAMETER

DN DOWN

DOE DEPARTMENT OF ENERGY

DS DOWNSPOUT

DWG DRAWING

DWH DOMESTIC WATER HEATER

DWV DRAIN WASTE VENT

EL ELEVATION

EPA ENVIRONMENTAL PROTECTION AGENCY

ESC ESCUTCHEON

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

(E) EXISTING TO REMAIN

F FAHRENHEIT

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDC FIRE DEPARTMENT (HOSE) CONNECTION

FF FINISHED FLOOR

FM FLOW METER/FLOOR MOUNTED

FPD FIRE PROTECTION - DRY PIPE

FPS FEET PER SECOND

FS FLOW SWITCH/FLOOR SINK

FT FEET

FT WC FEET OF WATER COLUMN

FT-LB FOOT-POUND

FU FIXTURE UNITS

GAL GALLON

GCO GRADE CLEANOUT

GPD GALLONS PER DAY

GPH GALLONS PER HOUR

GPM GALLONS PER MINUTE

GS GALVANIZED STEEL

H HEIGHT

H&CW HOT AND COLD WATER

HAC HOUSEKEEPING AID CLOSET

HB HOSE BIBB

HP HORSEPOWER

HS HAND SINK

HYD HYDRANT

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCHES

INV INVERT

IPC INTERNATIONAL PLUMBING CODE

IW INDIRECT WASTE

IWH INSTANTANEOUS WATER HEATER

KG KILOGRAM

KW KILOWATT

KWH KILOWATT HOUR

L LITER/LENGTH

L/H LITERS PER HOUR (or LITERS/HOUR) L/M LITERS PER MINUTE (or LITERS/MINUTE) L/S LITERS PER SECOND (or LITERS/SECOND)

LAV LAVATORY

LBS/HR POUNDS PER HOUR

LF LINEAR FOOT (FEET)

LW LOW WATER

M METER

M/S METERS PER SECOND (OR METERS/SECOND)

MAV MANUAL AIR VENT

MAX MAXIMUM

MBH 1,000 BTUH

MH MANHOLE

MHP MOTOR HORSEPOWER

MIN MINIMUM

MOU MEMORANDUM OF UNDERSTANDING

MS MOP SINK

NA NOT APPLICABLE

NC NORMALLY CLOSED

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NOM NOMINAL

NPW NON POTABLE WATER

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

PCF POUNDS PER CUBIC FOOT (FEET)

PD PRESSURE DROP

PDI PLUMBING AND DRAINAGE INSTITUTE

PG PRESSURE GAGE

PPM PARTS PER MILLION

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH – ABSOLUTE

PSIG POUNDS PER SQUARE INCH – GAGE

PW POTABLE WATER

QR QUICK RESPONSE

RD ROOF DRAIN

RDL ROOF DRAIN LEADER

RL ROOF LEADER

RPM REVOLUTIONS PER MINUTE

RTU ROOF TOP UNIT

SAN SANITARY SEWER

SD SMOKE DETECTOR

SDMH STORM DRAIN MANHOLE

SD-1 SCHEMATIC DESIGN (SUBMISSION1)

SD-2 SCHEMATIC DESIGN (SUBMISSION2)

SF SQUARE FOOT (FEET)

SMACNA SHEET METAL AND AIR CONDITIONING

CONTRACTORS NATIONAL ASSOCIATION

SMH SANITARY MANHOLE

SP SUMP PUMP/STATIC PRESSURE

SP GR SPECIFIC GRAVITY

SS STAINLESS STEEL

SSD SUBSOIL DRAINAGE

ST STORAGE TANK/STEAM TRAP

SW STORM WATER

TD TRENCH DRAIN/TEMPERATURE DIFFERENCE

TDH TOTAL DYNAMIC HEAD

TEMP TEMPERATURE

TMV THERMOSTATIC MIXING VALVE

TP TRAP PRIMER

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UG UNDERGROUND

V VENT

VB VACUUM BREAKER

VCO VACUUM CLEANER OUTLET

VHA VETERANS HEALTH ADMINISTRATION

VS VENT STACK

VTR VENT THROUGH ROOF

W WASTE/WATTS/WIDTH

WC WATER CLOSET

WCO WALL CLEANOUT

WG WATER GAGE

WH WALL HYDRANT/WATER HEATER

WHA WATER HAMMER ARRESTER

WL WATER LINE

WM WATER METER/WALL MOUNTED

WPD WATER PRESSURE DROP

WS WASTE STACK

WSFU WATER SUPPLY FIXTURE UNITS

YCO YARD CLEANOUT

YH YARD HYDRANT

FIRE PROTECTION (DRY PIPE SYSTEM)

FPD

NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS ARE USED ON DRAWINGS

SUBSOIL DRAIN (FOUNDATION DRAINAGE)

SSD

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

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P001

PLUMBING LEGEND SHEET

07/30/2021 PP GP

CORRECT FCA DEFICIENCIES

HISTORICAL CHAPEL BLDG. 13

621-20-101

MT. HOME, TENNESSEE

BID DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

P-503

2" DCW

1 1/2" DCW

4" SAN

UG 2" DCW

UG 6" SAN

UG 4" SAN

4" SAN

3/4" DCW UP

1 1/4" SAN UP

1/2" DHW UP

1 1/2" SAN UP

1/2" DCW UP

4" SAN UP

1/2" DCW UP

3/4" DHW

3/4" DCW

3/4" DCW

1/2" DCW UP

1 1/2" SAN UP

1/2" DHW UP

4" SAN UP

1/2" DCW UP

2" V UP

1/2" DCW UP

1 1/2" SAN UP

1/2" DHW UP

1/2" DCW UP

4" SAN UP

2" V UP

2" V UP

4 4

66 66 5

P-101 P-414

P-604

P-106

P-414 P-414

P-106

P-801

(E) 3" VTR

(E) 3" VTR

3 3

3 3

P-106

P-414

A. REFER TO SHEET P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

B. LOCATIONS OF EXISTING PIPING, PIPING ACCESSORIES, PLUMBING EQUIPMENT, AND

PLUMBING FIXTURES SHOWN ON THIS DRAWING HAVE BEEN DETERMINED BY EXISTING

DRAWINGS AND SITE INVESTIGATION. CONTRACTOR TO FIELD VERIFY LOCATIONS OF

UNSEEN PIPING AND REPORT DISCREPANCIES THAT WILL IMPACT THE PROGRESS OF

WORK TO THE VA COR.

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

C h a p e l_ B

M

E P k y le

.g u g g e n h e im .r v t

/3

/2

:1

:1

P

M

PD101

BASEMENT & FIRST FLOOR

PLUMBING DEMOLITION PLANS

07/30/2021 PP GP

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"

BASEMENT PLUMBING DEMOLITION PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING DEMOLITION PLAN

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

PLUMBING FIXTURE SCHEDULE - FIXTURES TO BE REMOVED

MARK DESCRIPTION

P-101 WATER CLOSET, FLOOR MOUNTED

P-106 WATER CLOSET, TANK TYPE

P-414 LAVATORY, WALL MOUNTED

P-503 SERVICE SINK, WALL MOUNTED, FOOT PEDAL CONTROL

P-604 ELECTRIC WATER COOLER, WALL HUNG, SINGLE BOWL

P-801 WALL HYDRANT, EXTERIOR, NON-FREEZE

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

1 REMOVE ALL DOMESTIC WATER PIPING AND ASSOCIATED ACCESSORIES.

2 REMOVE ALL VENT PIPING BACK TO POINT JUST BELOW EXISTING VENTS THROUGH ROOF. EXISTING

VENTS THROUGH ROOF TO REMAIN AND BE RE-USED IN NEW WORK PHASE.

3 REMOVE PLUMBING FIXTURE AND ASSOCIATED PIPING.

4 REMOVE WATER HEATER AND ASSOCIATED PIPING.

5 PATCH FLOOR PENETRATION TO MATCH EXISTING AFTER REMOVAL OF PIPING.

6 PATCH WALL PENETRATION TO MATCH EXISTING AFTER REMOVAL OF PIPING.

7 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

8 REMOVE ALL ABOVE GROUND SANITARY PIPING INSIDE BUILDING. FILL UNDERGROUND SANITARY

PIPING WITH FLOWABLE GROUT AND LEAVE ABANDONED IN PLACE.

B F

P

NORTH TRANSEPT - C.S.

SOUTH TRANSEPT - C.S.

WEST CRAWL SPACE

STAIR

MECHANICAL 1

MECHANICAL 2

WEST TRANSEPT - C.S.

2" BFP

2" WATER METER

UG 4" SSD

UG 4" SSD

UG 4" SSD

4" CO

4" CO

4" GCO

4" GCO

UG 4" SSD

2" V UP

1 1/2" DCW UP

4" SAN UP

1 1/2" SAN UP

4" SAN UP

2" V UP1 1/2" SAN UP

1 1/2" DCW

1 1/2" SAN UP

4" SAN UP

2" V UP

1 1/2" DCW UP

1 1/2" SAN UP

2" V UP

4" SAN UP

4" SAN

UG 4" SAN

UG 4" SAN

4" FCO

4" FCO

4" FD-E

4" FD-E

UG 2" V

4" SAN

2" V UP

TP-1

UG 4" SAN

UG 2" DCW

2" DCW

2" DCW

1 1/2" DCW

2" DCW

1 1/2" DCW

NORTH CRAWL SPACE

IT

EAST TRANSEPT - C.S.

P-801

1/2" DCW

1/2" DCW

1 1/2" V

3" SAN UP

1/2" DCW UP

NORTH CRAWL SPACE

4" GCO

UG 4" SSD

UG 4" SSD

RESTROOM

NORTH CHAPEL

ACCESSIBLE RESTROOM

STAGE

SOUTH TRANSEPT

WEST CHAPEL

STAIR

ENTRANCE

ENTRANCE

TOWER STAIR

RESTROOM

VESTIBULE

ACCESSIBLE RESTROOM

VESTIBULE

PL101

PL101

2" V DN

2" V UP TO

3" VTR

EWH-3P-502

1/2" DCW DN

EAST TRANSEPT

HAC

116A

A. REFER TO SHEET P001 FOR LEGEND, ABBREVIATIONS, AND GENERAL PROJECT NOTES.

B. EXISTING CONDITIONS SHOWN ON THIS DRAWING HAVE BEEN DETERMINED BY EXISTING

DRAWINGS AND SITE INVESTIGATION. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS AND REPORT DISCREPANCIES THAT WILL IMPACT THE PROGRESS OF WORK

TO THE VA COR.

C. REFER TO CIVIL SITE UTILITY AND ARCHITECTURAL DRAWINGS FOR STORM

DOWNSPOUTS AND UNDERGROUND STORM DRAINAGE.

P-101

P-414

P-101

P-414

ACCESSIBLE RESTROOM

VESTIBULE

RESTROOM

(E) 3" VTR

EWH-1

21 1/2" DCW DN

P-801

P-101

P-414

P-414

P-101

(E) 3" VTR

ACCESSIBLE RESTROOM

VESTIBULE

RESTROOM

EWH-2

1 1/2" DCW DN

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

C U s e rs \k y le g \D o c u m e n ts

\R e v it L o c a l F ile s \2

\F

F E

M t H o m e

C h a p e l_ B

M

E P k y le

.g u g g e n h e im .r v t

/3

/2

:1

:2

P

M

PL101

BASEMENT & FIRST FLOOR

PLUMBING NEW WORK PLANS

07/30/2021 PP GP

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"

BASEMENT PLUMBING NEW WORK PLAN

1/8" = 1'-0"

FIRST FLOOR PLUMBING NEW WORK PLAN

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

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - NORTH TRANSEPT

1/4" = 1'-0"

ENLARGED PLUMBING PLAN - WEST TRANSEPT

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

1 CONNECT VENT PIPING TO EXISTING AT POINT SHOWN. RE-USE EXISTING VENT THROUGH

ROOF.

2 INSTALL INSTANTANEOUS ELECTRIC WATER HEATER ON WALL UNDER LAVATORY. REFER TO

WATER HEATER SCHEDULE ON SHEET PL501.

3 REFER TO CIVIL SITE UTILITY PLAN FOR CONTINUATION OF PIPING.

4 REFER TO DETAIL 1 ON SHEET AE311 FOR FOUNDATION DRAINAGE PIPING INSTALLATION.

5 INSTALL INSTANTANEOUS ELECTRIC WATER HEATER ON WALL ABOVE MOPSINK. REFER TO

WATER HEATER SCHEDULE ON SHEET PL501.

ELECTRIC WATER HEATER SCHEDULE

MARK LOCATION

AREA AND/OR

BLDG SERVED

SYSTEM

AND/OR

SERVICE

TYPE

TEMPERATURE RISE

AT 1.0 GPM

ELECTRICAL INPUT

REMARKS

oF o[C] kW PHASE VOLT

EWH-1 RESTROOM 108

NORTH

TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 1, 3

EWH-3

HAC CLOSET

116A

EAST TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 2, 3

REMARKS:

1. SERVES (2) LAVATORIES.

2. SERVES MOPSINK.

3. LIMIT HOT WATER TEMPERATURE OUTPUT TO 110 DEGREES F TO PREVENT SCALDING.

EWH-2 RESTROOM 113 WEST TRANSEPT

DOMESTIC HOT

WATER

INSTANTANEOUS

POINT OF USE

57 [ 32 ] 8.3 1 208 1, 3

[2100]

NOM. SIZE

PIPE

TUBING

IN.

[mm]

FT.

[mm]

FT.

[mm]

SIDE VIEW TRAPEZE HANGER FOR UP

TO 1000 LB. [453KG] UNIFORM LOAD

ADJUSTABLE CLEVIS

HANGER TYPE 1 - SEE

SPECIFICATIONS

PROVIDE INSULATION SHIELD &

INSERT FOR ALL PIPING (8"

[200mm] MIN.)

BAND

1-5/8" [43mm] 12 GAUGE CHANNEL OR 2"x2"x1/4" [50x50x6.4mm] ANGLE

1/2" [15mm] DIA. HANGER RODS WITH 36" [900mm] MAX. SPACING ON EACH

CHANNEL

WELD

SADDLE

INSULATION SHIELD AT

HANGER

PROVIDE HIGH COMPRESSIVE

STRENGTH INSULATION (9 PSF MIN.

DENSITY) UNDER INSULATION

SHI…