S06. Updated Drawings 210823_Part2.pdf

T/STEEL @ ROOF

686' - 0"

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

SERVICE ROOM

655' - 0"

BASEMENT

653' - 0"

BUILDING ADDITION

EXISTING BUILDING

A300

A300

A301

A301

PAINT SHOP

661' - 9"

A310

A301

W3 W3

W2 W2 W2

W1 W1 W1 W1

W6 W5

T/STEEL @ ADDITION

675' - 10"

A311

T/STEEL @ ROOF

686' - 0"

FIRST FLOOR

665' - 0"

BUILDING ADDITION

A310

A310

PAINT SHOP

661' - 9"

4 4

8 8

124A 120A

W3 W3

W8 W8

T/STEEL @ ADDITION

675' - 10"

12 12 12

W10

T/STEEL @ ROOF

686' - 0"

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

EXISTING BUILDING

BUILDING ADDITION

A300

A300

A301

A301

PAINT SHOP

661' - 9"

W2 W2 W2

W3W1W1W1W1

EXISTING

GRADE

A301

A301

W0

T/STEEL @ ADDITION

675' - 10"

A311

T/STEEL @ ROOF

686' - 0"

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

A300

A300

GRADE LINE BEYOND

EXISTING BUILDING

W1W1W1W1W1W1W1W1W1W1W1W1 W3W9 W9 W9

A311

A311

A310

1. INFILL BRICK WALL TO MATCH EXISTING ADJACENT.

2. NEW DOWNSPOUT AT LOCATION OF EXISTING. EXTEND TO EXISTING STORM SYSTEM. SEE

CIVIL AND PLUMBING DRAWINGS.

3. NEW DOWNSPOUT TO LOWER ROOF.

4. STEEL PIPE RAILING.

5. EXISTING LOUVER. BLOCK OFF WITH 2" INSULATED PANEL.

6. HANDRAIL.

7. STEEL PIPE RAILING WITH HANDRAIL.

8. CONCRETE LOADING PLATFORM. TIE INTO EXISTING ADJACENT.

9. COMMON BOND BRICK COURSING TO MATCH EXISTING. HEADER EVERY SIXTH COURSE.

10. PREFABRICATED EXTRUDED HANGER ROD CANOPY WITH FLAT SOFFIT. DOWNSPOUT

TO SPLASHBLOCK.

11. NEW ALUMINUM CRAWL SPACE ACCESS COVER

12. PATCH ASPHALT SHINGLE ROOF TO MATCH EXISTING

13. REPAIR EXISTING DAMAGED BRICK.

14. EXISTING FIRE DEPARTMENT CONNECTION - SEE FIRE PROTECTION DRAWINGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ D o c u m e n ts \F

F E

C h ill ic o th e

R e n o v a te

B p a tr ic k .h ill ie r@ ff e

-s e rv .c o m

.r v t

/1

/2

:0

:0

P

M

A200

BUILDING ELEVATIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1/8" = 1'-0"A200

3 NORTH ELEVATION

1/8" = 1'-0"A200

2 EAST ELEVATION

1/8" = 1'-0"A200

4 SOUTH ELEVATION

1/8" = 1'-0"A200

1 WEST ELEVATION ( EXISTING )

KEYNOTES - ELEVATIONS 1

Revisions: Date:

ADDENDUM 02 08/07/2021

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

25-CRAWL SPACE

659' - 0"

A B C D E F G

A300

A300

A301

PAINT SHOP

661' - 9"

A301

BUILDING ADDITION

WORKSHOP

PAINT OFFICE

JH

A301

A102 A311

A101 A310

OFFICE AND

BAS

MONITORING

STATION

" 6

A101 A310

T/STEEL @ ADDITION

675' - 10"

T/STEEL @ ROOF

686' - 0"

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

25-CRAWL SPACE

659' - 0"

SERVICE ROOM

655' - 0"

BASEMENT

653' - 0"

8 7 6 5 4 3 2 1

A300

A300

PEST

CONTROL /

SIGNAGE

SHOP

SOILED LINEN

ENVIRONMENTAL

MANAGEMENT

BREAK ROOM

MECHANICAL

PAINT SHOP

661' - 9"

2.96.1 4.5

WORKSHOP

WELDING

T/STEEL @ ADDITION

675' - 10"

A511

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:5

P

M

A300

BUILDING SECTIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/16" = 1'-0"A300

1 EAST - WEST BUILDING SECTION

3/16" = 1'-0"A300

2 NORTH - SOUTH BUILDING SECTION

FIRST FLOOR

665' - 0"

6 5 4 3

A300

A300

A310

A310

PAINT SHOP

661' - 9"

PAINT SHOP

SLOPE GRADE AWAY

1/4" PER FOOT MIN.

SLOPE GRADE AWAY

1/4" PER FOOT MIN.

2.96.1 4.5

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER

PAINT

STORAGE

PAINT OFFICE

T/STEEL @ ADDITION

675' - 10"

A301 A310

A301 A311

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

EXISTING

STAIRWELL

EXISTING

BUILDING

STEEL PIPE

RAILINGS

T/STEEL @ ROOF

686' - 0"

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

25-CRAWL SPACE

659' - 0"

BASEMENT

653' - 0"

87654321

A300

A300

A200 A310

A402

A311

A311

A103 A311

EXISTING GRADE

663'-0"

A310

MECHANICAL

ROOM / PIPE

ELECTRICAL

SHOP

TOOL

STORAGE

103A

MEN

ELECTRICAL

CONFERENCE

ROOM

A/C PIPE SHOP

CONFERENCE

ROOM

CLEAN LINEN

STORAGE

T/STEEL @ ADDITION

675' - 10"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:0

P

M

A301

BUILDING SECTIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1/4" = 1'-0"A301

1 BUILDING SECTION - ADDITION

1/4" = 1'-0"A301

2 CANOPY SECTION

3/16" = 1'-0"A301

3 NORTH - SOUTH BUILDING SECTION B

FIRST FLOOR

665' - 0"

WHITE TPO MEMBRANE ROOF FULLY

ADHERED ON 1/4" PROTECTION BOARD.

MEMBRANE TO WRAP UP TO TOP OF WALL.

4" MIN. TAPERED

POLYISOCYANURATE INSULATION

SLOPED TO ROOF DRAIN AS SHOWN

ON PLAN.

PRE-FORMED, FACTORY FINISHED

ALUMINUM GRAVEL STOP CONTINUOUS

CLEAT. TPO MEMBRANE CAP FLASHING TO

WRAP OVER TOP OF WALL.

CONCRETE FOUNDATION WALL.

SEE STRUCTURAL DWGS.

CONCRETE FLOOR SLAB IN PAINT SHOP.

SEE STRUCTURAL. SLAB TO BE POURED ON

COMPACTED FILL.

PAINT SHOP

661' - 9"

NEW PAVING SLOPING AWAY FROM

BUILDING. SEE CIVIL DRAWINGS.

1/2" EXPANSION MATERIAL AT JOINT

J

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER

ELECTRICALLY-OPERATED

COILING STEEL OVERHEAD

DOOR.

A310 A510

672' - 3"

B/SOFFIT

T/STEEL @ ADDITION

675' - 10"

CLIP STUD TO STRUCTURAL STEEL.

FIRST FLOOR

665' - 0"

BASEMENT

653' - 0"

3" SPRAY FOAM

URETHANE INSULATION.

EXISTING CONCRETE WALL

ALUMINUM FRAME WINDOW

SEE EXTERIOR ELEVATIONS FOR

DETAILS

NEW SOFFIT - SEE R.C.P.

A310 A510

EXISTING FLOOR

A310 A510

NEW DOOR TRANSOM; HOLLOW

METAL W/FINISH TO MATCH

EXISTING DOORS ON THE BUILDING.

NEW EXIT DOOR.

EXISTING BASEMENT FLOOR TO REMAIN.

EXISTING AREAWAY SLAB TO REMAIN.

ELEV. 652'-6"

EXISTING CONCRETE BEYOND

SOLID

SURFACE

WINDOW SILL

PLUMBING CHASE

SIM

2'-0"

FIRST FLOOR

665' - 0"

PAINT SHOP

661' - 9"

WHITE TPO MEMBRANE ROOF FULLY

ADHERED OVER 1/4" PROTECTION

BOARD; WRAP ROOF UP WALL.

ALUMINUM FRAME WINDOW

SEE EXTERIOR ELEVATIONS FOR

DETAILS

GRADE SLOPED AWAY

FROM BUILDING - SEE

CIVIL DRAWINGS.

J

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER

672' - 3"

B/STEEL

T/STEEL @ ADDITION

675' - 10"

VAPOR

BARRIER

A310 A511

H O

L D

A310 A602

SIM.

OPP.

HAND

1'-2"

FIRST FLOOR

665' - 0"

PAINT SHOP

661' - 9"

WHITE TPO MEMBRANE

FULLY ADHERED TO 1/4"

PROTECTION BOARD. WRAP

MEMBRANE UP TO TOP OF

WALL.

4" BASE LAYER POLYISO

ROOF INSULATION WITH

TAPERED LAYER SLOPED

AT 1/4" PER FT. MIN. AS

SHOWN ON ROOF PLAN.

2" CONTINUOUS RIGID

THERMAL INSULATION

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER

NEW CONCRETE SLAB OVER

COMPACTED FILL - SEE

STRUCTURAL DWGS.

NEW CONCRETE

FOUNDATION WALL - SEE

STRUCTURAL DWGS.

NEW EXTERIOR SLAB/PAVED

SURFACE - SEE CIVIL

DRAWINGS.

VAPOR

BARRIER

2.9

ADJUSTABLE MASONRY

ANCHORS AT 16" O.C. BOTH

WAYS

1/2" EXTERIOR SHEATHING

6" METAL STUDS

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER

A310 A511

T/STEEL @ ADDITION

675' - 10"

BRICK VENEER

A310 A601

LOWER ROOF

678' - 0"

FIRST FLOOR

665' - 0"

A

2" MINIMUM SPRAY FOAM

INSULATION TO UNDERSIDE OF

EXISTING CONCRETE PLANKS

SOLID SURFACE

WINDOW SILL

5/8" GYPSUM WALLBOARD ON 2-1/2"

METAL STUD SET 1" OFF FACE OF

EXISTING WALL; FILL STUD CAVITY

WITH SPRAY FOAM URETHANE

INSULATION AS SPECIFIED.

A310 A511

A310 A602

2'-0"

SCHEDULED

CEILING

NEW SOFFIT - SEE R.C.P.

INFILL WINDOW OPENING WITH FACE

BRICK AND CMU TO MATCH EXISTING

WALL CONSTRUCTION. REMOVE

EXISTING SILL. GROUT SOLID.

PROVIDE BACKER ROD AND SEALANT

AT PERIMETER OF INFILL.

EXISTING LINTEL TO

REMAIN

5/8" GYPSUM

WALLBOARD ON 2-1/2"

METAL STUD

EXISTING EXTERIOR WALL

HORIZONTAL JOINT REINFORCEMENT

AND BRICK TIES AT 16" O.C.

T/STEEL @ ADDITION

675' - 10"

PROVIDE VAPOR

BARRIER AT EXTERIOR

LOCATIONS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ D o c u m e n ts \F

F E

C h ill ic o th e

R e n o v a te

B p a tr ic k .h ill ie r@ ff e

-s e rv .c o m

.r v t

/1

/2

:4

:3

A

M

A310

WALL SECTIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/4" = 1'-0"A310

1 TYP. WALL SECTION-NEW WALL

3/4" = 1'-0"A310

4 WALL SECTION AT NORTH LOW-ROOF WALL

3/4" = 1'-0"A310

2 TYP. WALL SECTION-NEW WALL 2

3/4" = 1'-0"A310

3 TYP. WALL SECTION-NEW WALL 3

3/4" = 1'-0"A310

5 WALL SECTION AT LOW BAY WINDOW (STEEL)

3/4" = 1'-0"A310

6 WALL SECTION - INFILL

SIM.

ADDENDUM 02 08/18/2021

FIRST FLOOR

665' - 0"

A

A311 A511

A311 A511

5/8" GYPSUM WALLBOARD

ON 2-1/2" METAL STUD SET 1"

OFF FACE OF EXISTING

WALL; FILL STUD CAVITY

WITH SPRAY FOAM

URETHANE INSULATION AS

SPECIFIED.

EXISTING BEAM

BEYOND

EXISTING STEEL CHANNEL

REMOVED FOR CURTAIN

WALL OPENING. REFER TO

DEMOLITION DRAWINGS.

C

U R

T A

IN

W

A L

L R

.O

SPANDREL GLASS

ALUMINUM FRAME WINDOW

SEE EXTERIOR ELEVATIONS

FOR DETAILS

EXISTING METAL PANEL

EXISTING BEAM

BEYOND

MULLION

MULLION

3" 7 1/2"

FIRST FLOOR

665' - 0"

A

2" MINIMUM SPRAY FOAM

INSULATION TO UNDERSIDE OF

EXISTING CONCRETE PLANKS

5/8" GYPSUM WALLBOARD ON

2-1/2" METAL STUD SET 1" OFF

FACE OF EXISTING WALL; FILL

STUD CAVITY WITH SPRAY

FOAM URETHANE INSULATION

AS SPECIFIED.

A311 A511

A310 A511

SCHEDULED CEILING

NEW SOFFIT - SEE R.C.P.

T/STEEL @ ROOF

686' - 0"

7"

R

O U

G H

O P

E N

IN

G

EXISTING METAL PANEL

EXISTING CONCRETE WALL

EXISTING ROOF

ALUMINUM FRAME WINDOW

SEE EXTERIOR ELEVATIONS FOR

DETAILS

EXISTING JOIST

4"

A311 A511

A311 A511

2" MINIMUM SPRAY

INSULATION AT EXISTING

METAL PANEL

678' - 8"B/CONCRETE PLANK

FIRST FLOOR

665' - 0"

PAINT SHOP

661' - 9"

6.1

T/STEEL @ ADDITION

675' - 10"

WHITE TPO MEMBRANE FULLY

ADHERED TO 1/4" PROTECTION

BOARD. WRAP MEMBRANE UP TO

TOP OF WALL.

4" BASE LAYER POLYISO ROOF

INSULATION WITH TAPERED

LAYER SLOPED AT 1/4" PER FT.

MIN. AS SHOWN ON ROOF PLAN.

2" CONTINUOUS RIGID

THERMAL INSULATION

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER

NEW CONCRETE SLAB OVER

COMPACTED FILL; SEE

STRUCTURAL DWGS.

NEW CONCRETE

FOUNDATION WALL; SEE

STRUCTURAL DWGS.

NEW EXTERIOR SLAB/PAVED

SURFACE.

VAPOR BARRIER

ADJUSTABLE MASONRY

ANCHORS AT 16" O.C. BOTH

WAYS

1/2" EXTERIOR SHEATHING

6" METAL STUDS

THRU-WALL FLASHING

BRICK VENEER

1" AIR SPACE

667' - 1"

TOP OF CMU WALL

CELLULAR WEEPS AT 24" O.C.

8" SOLDIER COURSE

4" ROWLOCK COURSE

BRICK VENTS AT 24" O.C.

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER

1/2" EXPANSION JOINT MATERIAL

H O

L D

6" CMU - SEE STRUCTURAL

DRAWINGS FOR REINFORCING

6" BOND BEAM - SEE STRUCTURAL

DRAWINGS FOR REINFORCING

"L" BEAD RETURN - CUALK AT

DISSIMILAR MATERIALS

1'-5 7/8"

1'-0"

6" THERMAL INSULATION

STRUCTURAL FRAMING - SEE

STRUCTURAL DRAWINGS

SEE STRUCTURAL DRAWINGS

FOR CONNECTION

1/2" EXPANSION JOINT

MATERIAL

5/8" TYPE X GYPSUM BOARD

FIRST FLOOR

665' - 0"

PAINT SHOP

661' - 9"

2.9

T/STEEL @ ADDITION

675' - 10"

WHITE TPO MEMBRANE FULLY

ADHERED TO 1/4" PROTECTION BOARD.

WRAP MEMBRANE UP TO TOP OF WALL.

4" BASE LAYER POLYISO ROOF

INSULATION WITH TAPERED

LAYER SLOPED AT 1/4" PER FT.

MIN. AS SHOWN ON ROOF PLAN.

2" CONTINUOUS RIGID

THERMAL INSULATION

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER

NEW CONCRETE SLAB OVER

COMPACTED FILL - SEE

STRUCTURAL DWGS.

NEW CONCRETE

FOUNDATION WALL; SEE

STRUCTURAL DWGS.

NEW EXTERIOR CONCRETE

SLAB PLATFORM.

VAPOR BARRIER

ADJUSTABLE MASONRY

ANCHORS AT 16" O.C. BOTH

WAYS

1/2" EXTERIOR SHEATHING

6" METAL STUDS

THRU-WALL FLASHING

BRICK VENEER

1" AIR SPACE

667' - 1"

TOP OF CMU WALL

CELLULAR WEEPS AT 24" O.C.

8" SOLDIER COURSE

4" ROWLOCK COURSE

BRICK VENTS AT 24" O.C.

2" RIGID INSULATION EXTENDING

24" HORIZONTAL AND VERTICAL

AT PERIMETER.

1/2" EXPANSION JOINT MATERIAL

6" CMU - SEE STRUCTURAL

DRAWINGS FOR REINFORCING

6" BOND BEAM - SEE STRUCTURAL

DRAWINGS FOR REINFORCING

"L" BEAD RETURN - CUALK AT

DISSIMILAR MATERIALS

1'-5 7/8"

1'-0"

6" THERMAL INSULATION

STRUCTURAL FRAMING - SEE

STRUCTURAL DRAWINGS

METAL STAIR AND RAILING

SHOWN BEYOND

NEW CONCRETE

FOUNDATION WALL - SEE

STRUCTURAL DWGS.

2" RIGID INSULATION AT

PERIMETER TO FOOTING

CONTINUOUS

WATERPROOFING

MEMBRANE

CONCRETE FOOTING ALIGNED

WITH EXISTING BUILDING

FOOTING - SEE STRUCTURAL

DRAWINGS.

STUD CLIP TO STRUCTURAL

BEAM.

5/8" TYPE X GYPSUM BOARD.

GLUE TO STUDS AT TOP OF WALL

WHERE ACCESS IS LIMITED BY

STRUCTURAL FRAMING.

SEE STRUCTURAL DRAWINGS

FOR CONNECTION

MORTAR BED TO ALIGN BRICK

COURSING BEYOND.

ALIGN MORTAR BED FLUSH WITH

ADJACENT.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ D o c u m e n ts \F

F E

C h ill ic o th e

R e n o v a te

B p a tr ic k .h ill ie r@ ff e

-s e rv .c o m

.r v t

/1

/2

:4

:3

A

M

A311

WALL SECTIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/4" = 1'-0"A311

2 WALL SECTION AT HIGH BAY CURTAINWALL

3/4" = 1'-0"A311

3 WALL SECTION AT LOW BAY WINDOW (CMU)

3/4" = 1'-0"A311

1 WALL SECTION AT HIGH BAY WINDOW

3/4" = 1'-0"A311

4 WALL SECTION AT ADDITION

3/4" = 1'-0"A311

5 WALL SECTION AT PLATFORM AND ADDITION

C

D

E

MEN

UNISEX

A401

A401

9'-0 1/4" 1'-8"

/4

/8

"5

/2

A401

11 13

A401

102 101

ALIGN TOP OF HALF WALL

WITH WINDOW SILL

MATTE PRIVACY FILM

MATTE PRIVACY FILM

MATTE PRIVACY FILM

A3

/4

/4

/2

CONCRETE FILL AT

EXISTING FLOOR

OPENING

PLUMBING CHASE

SIM

/2

/2

8'-10 1/8"

3'-0"

5'-10 3/4"

SINK

PAPER

TOWEL

DISPENSER

SOAP

DISPENSER

SINK

PAPER

TOWEL

DISPENSER

SOAP

DISPENSER

URINAL

URINAL

WATER CLOSET

WATER CLOSET

WATER CLOSET

WATER CLOSET

SHOWER

SHOWER

WT-1

TOILET

PARTITIONS,

TP-1

P-1

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

TOILET PARTITIONS,

TP-1

F

U L L

T

IL

E S6

GB18

GB42

GB36

T.P.D.

W1W1W1

WATER CLOSET

URINAL URINALWATER CLOSET

WT-1, 12" X 12"

TOILET PARTITIONS,

TP-1

P-1

SOAP

DISP.

(VV)

P.T.D.

(CC)

P.T.D.

(CC)

CEILING HUNG

TOILET PARTITIONS,

TP-1

SHOWER

BEYOND,

SS-2

24X36

MIRRORS

(CC)

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E

SSS-3 COUNTER,

BACK AND

SIDE SPLASH

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

SOLID SURFACE,

SS-2 SHOWER WALLS

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

CURTAIN ROD

(CC)

SOAP

HOLDER(REC

ESSED)40"

AFF (CC)

SOLID

SURFACE,

SS-2 SHOWER

WALLS

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

REFER TO

SHOWER BASE

DETAIL 1/A901

CONTINUOUS

SCHLUTER SCHIENE

A-100 TRIM, TYP.

SOLID SURFACE,

SS-2 SHOWER WALLS

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

GB18

GB42

T.P.D.

GB18

GB36

GB42

T.P.D. WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

SOAP

DISP.

(VV)

P.T.D.

(CC)

3'-0"

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E

SSS-3 COUNTER,

BACK AND

SIDE SPLASH

24X36

MIRRORS

(CC)

SOLID SURFACE,

SS-2 SHOWER WALLS

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

REFER TO SHOWER

BASE DETAIL 1/A901

CONTINUOUS

SCHLUTER SCHIENE

A-100 TRIM, TYP.

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

SOLID SURFACE, SS-2

SHOWER WALLS

F

U L L

T

IL

E S

SOLID SURFACE, SS-2

SHOWER WALLS

SOLID SURFACE, SS-2

SHOWER WALLS

CONTINUOUS

SCHLUTER SCHIENE

A-100 TRIM.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:2

P

M

A401

ENLARGED RESTROOM PLANS

AND ELEVATIONS

RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

08/14/2019 BJR JRR

3/8" = 1'-0"A401

1 RESTROOM ENLARGED PLANS

3/8" = 1'-0"A401

6 MEN'S TLT WEST ELEVATION

3/8" = 1'-0"A401

7 MEN'S TLT NORTH ELEVATION

3/8" = 1'-0"A401

8 MEN'S TLT EAST ELEVATION

3/8" = 1'-0"A401

9 MEN'S TLT SOUTH ELEVATION

3/8" = 1'-0"A401

2 MEN'S SHOWER WEST ELEVATION

3/8" = 1'-0"A401

3 MEN'S SHOWER NORTH ELEVATION

3/8" = 1'-0"A401

4 MEN'S SHOWER EAST ELEVATION

3/8" = 1'-0"A401

5 MEN'S SHOWER SOUTH ELEVATION

3/8" = 1'-0"A401

12 UNISEX TLT WEST ELEVATION

3/8" = 1'-0"A401

13 UNISEX TLT NORTH ELEVATION

3/8" = 1'-0"A401

10 UNISEX TLT EAST ELEVATION

3/8" = 1'-0"A401

11 UNISEX TLT SOUTH ELEVATION

3/8" = 1'-0"A401

14 UNISEX SHOWER WEST ELEVATION

3/8" = 1'-0"A401

15 UNISEX SHOWER EAST ELEVATION

A402

4 3

TLT

6'-0"

E1

A2

A2

/8

3'-7 1/2" 2'-6"

A403

LOCKER

ROOM

6 DOUBLE TIER

LOCKERS WITH

SLOPED TOP

42GB

18GB

36GB

PAPER TOWEL

DISPENSER

WALL MOUNTED

SINK

SOAP DISPENSER

1'-6"

1'-3"

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

PTD

WT-1 , 12" X 12"

WALL MOUNTED SINK

GB18

GB36

GB42

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

SINK

WALL MOUNTED

WATER CLOSET

PTD

SOAP DISPENSER

WT-1 , 12" X 12"

WT-3 , 4" X 12" MOSAIC

WT-1 , 3" X 12" BULLNOSE

WT-2 DECORATIVE LINER

WT-2 DECORATIVE LINER

P-1

F

U L L

T

IL

E S

GB18

GB42

WALL MOUNTED

WATER CLOSET

SOAP

DISPENSER

GB36

A402

10'-0"

1:20 RAMP

EXISTING

CONCRETE FLOOR

CART WASH

CONCRETE TOPPING SLAB

SLOPED TO FLOOR DRAIN.

SOLID SURFACE WALL PANEL, SS-2

A402

CART WASH

10'-0"

CONCRETE TOPPING SLAB

SLOPED TO FLOOR DRAIN.

PREP EXISTING

CONCRETE PER

MANUFACTURER'S

RECOMENDATION.

SOLID SURFACE WALL

PANELS,SS-2. ALIGN TOP OF

COATING WITH TOP OF HALF

WALL

HALF WALL WITH INTERNAL

HSS4X4X3/8 SUPPORT AT

END OF WALL - ANCHOR TO

FLOOR WITH FOUR (4) 1/2"

DIAMETER X 6" EXPANSION

BOLTS.

REFER TO FLOOR PLAN

FOR NEW CONSTRUCTION

WALL TYPES SOLID SURFACE WALL CAP,

SS-2. EXTEND 1/2" EACH

SIDE.

LOCKERS WITH

SLOPED TOP AND

BENCH

PAINT P-1PAINT P-1 PAINT P-1

SCHEDULED BASE

PAINT P-1

W1 W1 W1 W1 W1

PAINT P-1

SCHEDULED BASE

SCHEDULED BASE

EXISTING WALL

NEW WALL AT

EXISTING OPENING

DRYER

(VV)

24" DEEP SHELF WITH

WALL STANDARDS

FRTW BLOCKING

DRYER

(VV)

WASHER

(VV)

24" DEEP SHELF

SCHEDULED BASE

SECONDARY LINT TRAP

MOUNTED IN WALL

UTILITY SINK

AND FAUCET

SCHEDULED BASE

DRYER

(VV)

24" DEEP SHELF WITH

WALL STANDARDS

FRTW BLOCKING

119A

TOOL

STORAGE

CAGE

SCHEDULED BASE

LOCKERS WITH

SLOPED TOP AND

BENCH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:3

P

M

A402

ENLARGED PLANS AND

ELEVATIONS

RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/8" = 1'-0"A402

1 RESTROOM ENLARGED PLAN

3/8" = 1'-0"A402

3 INTERIOR ELEVATION - TLT 122 - EAST

3/8" = 1'-0"A402

2 INTERIOR ELEVATION - TLT 122 - SOUTH

3/8" = 1'-0"A402

4 INTERIOR ELEVATION - TLT 122 - WEST

1/2" = 1'-0"A402

10 CART WASH SECTION

1/2" = 1'-0"A402

9 CART WASH SECTION

3/8" = 1'-0"A402

6 ELECTRICAL SHOP EAST ELEVATION

3/8" = 1'-0"A402

5 ELECTRICAL SHOP WEST ELEVATION

3/8" = 1'-0"A402

7 LAUNDRY ROOM ELEVATION

3/8" = 1'-0"A402

13 LAUNDRY ROOM W/D ELEVATION

3/8" = 1'-0"A402

8 LAUNDRY ROOM SINK ELEVATION

3/8" = 1'-0"A402

11 ELECTRICAL SHOP NORTH ELEVATION

3/8" = 1'-0"A402

12 ELECTRIC SHOP LOCKER WALL ELEVATION

2'-6" 2'-6" 2'-9"

2'-6" 2'-6" 2'-9"

MICROWAVE

(VV)

REFRIGERATOR

(VV)

P.T.D.

(CC)

SOAP

DISP.

(VV)

PLAM WALL

CABINETS,

PL-1

PLAM BASE CABINETS, PL-1SOLID SURFACE COUNTERS, SS-1

P-3

12'-11 1/4"

/2

PLASTIC

LAMINATE

CUBBIES,

PL-1,

12"x12"x12"

1'-0"

EXISTING STRUCTURE EXPOSED.

PAINT P-2.

PAINT P-5

WP-1

RANGE HOOD (CC)

RANGE

(VV)

MICROWAVE

(VV)

REFRIGERATOR

(VV)

SOAP

DISP.

(VV)

P.T.D.

(CC)

EXISTING BEAM, PAINTED P-2

SCHEDULED BASE

2" 3'-0" 1'-6" 2'-7" 1'-6" 3'-0" 3'-0" 2'-10"

2" 3'-0" 1'-6" 1'-6" 3'-0" 3'-0"

PLAM WALL

CABINETS,

PL-1

PLAM BASE CABINETS, PL-1

SOLID SURFACE

COUNTERS, SS-1

PAINT P-3

PAINT P-1

PAINT P-1

RANGE VENT (CC)

TYP.

3'-0"

LOCKABLE

CABINETS AT

WORKSTATIONS,

PL-1

10" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 10 1/4"

P.LAM COUNTER

PL-2

SCHEDULED BASE

VERTICAL

SUPPORTS, PL-1

STRUCTURE

PAINTED, P-2

PAINT, P-1

PAINT, P-3

FILLER

PANEL

FILLER

PANEL

W2 W2

PLAM CABINETS, PL-1

SOLID SURFACE COUNTERS, SS-1 PLAM COUNTERS,

PL-2

PLAM CABINETS, PL-1

PLAM CABINETS, PL-1

PAINT P-3

W9W9

W9W9

PLAM

CABINETS, PL-1

SOLID SURFACE

COUNTERS, SS-1

PLAM

CABINETS, PL-1

FIRE EXTINGUISHER

CABINET, FE-2

PAINT P-3

C

L E

A R

M

A X

2'-8" 1'-6 1/8"

SCHEDULED BASE

EYE WASHUTILITY SINK

AND FAUCET

PAINT P-5

WP-1

MOP SINK

8" UTILITY SHELF

W/ MOP/BROOM

HOLDERS

SOLID SURFACE

WALL

PROTECTION

SCHEDULED BASE

PAINT P-5

WP-1

3'-0" 3'-0" 3'-0" 3'-0"

PLAM COUNTER,

PL-2

PLAM CABINETS,

PL-1

PLAM CABINETS,

PL-1

1" +/- 1" +/-

FILLER PANEL

PLAM BACKSPLASH,

PL-2

FILLER PANEL

PAINT P-5

WP-1

2'-6" 2'-6"

2'-6" 2'-6"

SCHEDULED BASE

P.LAM. TOP,

PL-2

P.LAM.

CABINETS,

PL-1

P.LAM.

CABINETS,

PL-1

4'-2"

PAINT P-1

EYE WASH

UTILITY SINK

AND FAUCET

C

L E

A R

M

A X

EXISTING BRICK

EXTERIOR WALL

EXISTING

CONCRETE

FOUNDATION

STRUCTURAL COLUMN

8" CMU INFILL

BRICK INFILLED OPENINGS TO

MATCH EXISTING

DOUBLE TIER

LOCKERS WITH

SLOPED TOP

SCHEDULED BASE

PAINT P-1

2'-8"1'-2"

REFRIGERATOR

(VV)

SCHEDULED BASE4" HOUSEKEEPING PAD SPILL CONTAINMENT CURB

PAINT P-1

CMU INFILL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:4

P

M

A403

INTERIOR ELEVATIONS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

3/8" = 1'-0"A403

11 BREAK ROOM 125 - ELEVATION

3/8" = 1'-0"A403

9 CLEAN LINEN 113 - CUBBIES

3/8" = 1'-0"A403

7 CONFERENCE ROOM KITCHEN 111 - ELEVATION

3/8" = 1'-0"A403

3 CONFERENCE ROOM WORKSTATION 111 -ELEVATION

3/8" = 1'-0"A403

10 CONFERENCE ROOM EXTERIOR 110 - WALL ELEVATION

3/8" = 1'-0"A403

13 CONFERENCE ROOM ENTRY 110 - WALL ELEVATION

3/8" = 1'-0"A403

6 WORKSHOP 113 - SINK AND EYE WASH STATION

3/8" = 1'-0"A403

5 HOUSEKEEPING AIDES 105 - CLOSET

3/8" = 1'-0"A403

12 WORKSHOP 113 - CASEWORK ELEVATION

3/8" = 1'-0"A403

4 PAINT SHOP 115 - CASEWORK ELEVATION

3/8" = 1'-0"A403

8 PAINT SHOP - 115 SINK AND EYE WASH STATION

3/8" = 1'-0"A403

2 LOCKER ROOM 121 - ELEVATION

3/8" = 1'-0"A403

1 MIXING ROOM 115 - ELEVATION

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS

LESS THAN 2'-0" [610mm] FOR GYP.

WALLBD. OR 16" [400mm] FOR PLASTER

PARTITION.

SECTION B

VERTICAL STUDS @ 2'-0" [610mm] MAX.

W/GYPSUM WALLBD. 1'-4" [406mm] W/GYPSUM

LATH & PLASTER DOUBLE STUDS FOR

SUPPORTING CONC. BACKER BOARD.

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10'-0" [3048mm] & ARE FINISHED

BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/HINGE REINFORCEMENT.

DETAIL D

SEE

NOTE

1/2" [13mm]

CONST.

JOINT

RUNNER BET. STUDS

SEE

DOOR

SCHEDULE

SHIM

AS

REQ'D.

SEC. B

GYPSUM

WALLBD.

PANELS

CONTROL

JOINT

ISOMETRIC OF CONSTR. JT.

ELEVATION AT DOOR FRAME

DETAIL D

PROVIDE

SOUND

DEADENING

WHERE

REQ'D.

SANITARY STOP

METAL DOOR FRAME

METAL

ANCHOR

CLIP

SHIM AS

REQ'D.

DETAIL C

[1 m m

JAMB

ANCHOR

SECTION A

DOUBLE STUDS

DETAIL C

MET.

DOOR

FRAME

1/2" [13mm]

[13mm]

CRIPPLE STUD DO

NOT ANCHOR TO

BEARING STUD

A A

[1 m m

WIDTH

[1 m m

[1 m m

1/2" MIN.

[1 m m

JAMB ANCHORS

(FURNISHED WITH FRAME)

E Q

E Q

V A R

IE

SVARIES

M A X . D

E Q

E Q

M

IN

STUD

MINUS 3/16"

[5mm]

JAMB DEPTH

M

IN

M

IN

. WIDTH

STUD

FR

AM

E

FA

CE

MIN

US

/1

[5m m]

MIN

US

/1

FR

AM

E

FA

CE

[5m m]

"M

IN.

mm

5/ 8"

MA

X.

[16 mm

CONTRACTOR SHALL

COORDINATE LOCATIONS OF

HORIZONTAL FASTENERS.

FASTEN AT BOTH

ENDS WITH MIN. 4

TAPPING SCREWS.

CUT

HORIZONTAL

FASTENER FROM

STUD

VERTICAL WALL

STUDS AT 16"

[406mm] OR 24" [610mm] O.C.

ISOMETRIC

WALL FINISH

PLAN

1.

GENERAL NOTES:

TYPE A2

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. WITH 3" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS TO 6" ABOVE

CEILING. BRACE TOP OF

WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE A3

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

ROOM SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. WITH 3" SOUND

ATTENUATION BLANKET

IN STUD SPACE. EXTEND

STUDS, BOARD AND

SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE A4

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

ROOM SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. WITH 3" SOUND

ATTENUATION BLANKET

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS TO 6" ABOVE

CEILING. BRACE TOP OF

WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE B1

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 6" 20 GA.

METAL STUDS @ 16" O.C.

WITH 6" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS FULL HEIGHT

TO DECK ABOVE. ATTACH

TO STRUCTURE ABOVE

W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE B2

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 6" 20 GA.

METAL STUDS @ 16" O.C.

WITH 6" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS FULL HEIGHT

TO DECK ABOVE. ATTACH

TO STRUCTURE ABOVE

W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE F2

1 HOUR RATED WALL

UL# U419

PROVIDE TYPE "X" GYPSUM

WALLBOARD FOR 1 HR UL RATING

ON EACH SIDE OF 6" 20 GA. METAL

STUDS @ 16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD,

AND BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/ VERTICAL

SLIP CONNECTIONS. SEE

PARTITION NOTES THIS DWG.

TYPE F1

1 HOUR RATED WALL

UL# U419

PROVIDE TYPE "X" GYPSUM

WALLBOARD FOR 1 HR UL

RATING ON EACH SIDE OF 3 5/8"

20 GA. METAL STUDS @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE.

EXTEND STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP CONNECTIONS.

SEE PARTITION NOTES THIS

DWG.

TYPE C1

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

ROOM SIDE OF 2 1/2" 20 GA.

METAL STUDS @ 16" O.C.

WITH 2" SOUND

ATTENUATION BLANKET IN

STUD SPACE. EXTEND

STUDS, BOARD AND

SOUND BLANKETS FULL

HEIGHT TO DECK ABOVE.

ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE A1 (U.N.O.)

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. WITH 3" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS FULL HEIGHT

TO DECK ABOVE. ATTACH

TO STRUCTURE ABOVE

W/ VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE A6

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

ROOM SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. EXTEND STUDS AND

BOARD TO 6" ABOVE

CEILING. BRACE TOP OF

WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE A5

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

ROOM SIDE OF 3-5/8" 20

GA. METAL STUDS @ 16"

O.C. EXTEND STUDS AND

BOARD FULL HEIGHT TO

DECK ABOVE. ATTACH TO

STRUCTURE ABOVE W/

VERTICAL SLIP

CONNECTIONS. SEE

PARTITION NOTES THIS

DWG.

TYPE B3

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 6" 20 GA.

METAL STUDS @ 16" O.C.

WITH 6" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS TO 6" ABOVE

CEILING. BRACE TOP OF

WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

TYPE B4

ONE LAYER OF 5/8"

GYPSUM WALLBOARD ON

EACH SIDE OF 6" 20 GA.

METAL STUDS @ 16" O.C.

WITH 6" SOUND

ATTENUATION BLANKETS

IN STUD SPACE. EXTEND

STUDS, BOARD, AND

BLANKETS TO 6" ABOVE

CEILING. BRACE TOP OF

WALL AS REQUIRED, BUT

NOT LESS THAN 8'-0" O.C.

5/8" 3 5/8" 5/8"

4 7/8"

3 5/8" 5/8"

4 1/4"

3 5/8" 5/8"

4 1/4"

3 5/8" 5/8"

4 1/4"

5/8" 3 5/8" 5/8"

4 7/8"

3 5/8" 5/8"

4 1/4"

5/8" 6" 5/8"

7 1/4"

5/8" 3 5/8" 5/8"

4 7/8"

6" 5/8"

6 5/8"

5/8" 6" 5/8"

7 1/4"

6" 5/8"

6 5/8"

2 1/2" 5/8"

3 1/8"

5/8" 6" 5/8"

7 1/4"

TYPE G1

INTERIOR H.C.B. WALL

(NON LOAD BEARING)

8" NOM. CONCRETE

BLOCKS.

7 5/8"

TYPE F3

2 HOUR RATED WALL

UL# U419

PROVIDE 2 LAYERS OF TYPE "X"

GYPSUM WALLBOARD FOR 2 HR

UL RATING ON EACH SIDE OF 3 5/8"

20 GA. METAL STUDS @ 16" O.C.

WITH 3" SOUND ATTENUATION

BLANKETS IN STUD SPACE.

EXTEND STUDS, BOARD, AND

BLANKETS FULL HEIGHT TO DECK

ABOVE. ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE PARTITION

NOTES THIS DWG.

TYPE F5

1 HOUR SHAFT WALL

UL# U415 SYSTEM A

1 LAYER OF 5/8" TYPE "X" GYPSUM

WALLBOARD ON ONE SIDE OF 4" 2O GA.

METAL CH STUD AT 16" O.C. MAX., AND

ONE LAYER OF 1" TYPE "X" GYPSUM

LINER PANEL INSERTED WITHIN "H"

PORTION OF "CH" STUD, AND 3" SOUND

ATTENUATION BLANKETS IN STUD

SPACE. EXTEND STUDS, BOARD, AND

SOUND BLANKETS FULL HEIGHT TO

DECK ABOVE.ATTACH TO STRUCTURE

ABOVE W/ VERTICAL SLIP

CONNECTIONS. SEE PARTITION NOTES

THIS DWG.

5/8"

5/8" 3 5/8"

5/8" 5/8"

6 1/8"

1" 3" 5/8"

4 5/8"

1. TYPICAL PARTITION TYPE IS WALL TYPE "A1" UNLESS NOTED OTHERWISE ON PLAN.

2. BUILD PARTITIONS IN ACCORDANCE WITH PARTITION SCHEDULE AND DESIGN REFERENCED. REFERENCES ARE TO LATEST EDITION OF GYPSUM ASSOCIATION (GA) FIRE RESISTANCE DESIGN MANUAL, OR TO UNDERWRITERS LABORATORY (UL) FIRE RESISTANCE DIRECTORY.

3. ALL WALLBOARD IS TO BE TYPE "X" UNLESS NOTED OTHERWISE.

4. PARTITION TYPES INDICATED ARE CONTINUOUS TO A CORNER OR AN INTERSECTING PARTITION, UNLESS INDICATED OTHERWISE. WHERE PARTITIONS OF DIFFERENT THICKNESSES MEET, MAINTAIN A FLUSH SURFACE ON THE SIDE WHERE FACES ARE STRAIGHT AND CONTINUOUS, UNLESS NOTED OTHERWISE.

5. METAL STUD GAUGES SCHEDULED ARE THE MINIMUM REQUIRED, AND MAY BE INCREASED BY SPECIFICATIONS TO ACCOMMODATE LOADS, FINISHES, OR UNBRACED CEILING HEIGHT LIMITS. DO NOT CONSIDER CEILING SYSTEM(S) AS A PARTITION BRACING ELEMENT.

6. SOUND ATTENUATION BATT (SAB) IS TO BE PLACED IN ALL PARTITIONS WHICH ENCLOSE A ROOM UNLESS NOTED OTHERWISE.

7. WOOD AND PLYWOOD BLOCKING TO BE FIRE RETARDANT TREATED (FRT).

8. EDGES OF GYPSUM WALL BOARD (GWB) LEFT EXPOSED TO VIEW, OR ABUTTING DISSIMILAR MATERIAL, IS TO BE FINISHED WITH METAL "L" BEAD

TRIM AND COMPOUND UNLESS NOTED OTHERWISE.

9. PARTITION SCHEDULE IS BASED ON THE USE OF GYPSUM WALL BOARD (GWB), BUT FACING BOARD MAY VARY, DEPENDENT ON FINAL FINISH

SCHEDULED FOR THAT PARTITION: USE CEMENTITIOUS BACKER BOARD (CBB) WHERE CERAMIC TILE SCHEDULED IN "WET" AREAS; USE MOISTURE RESISTANT BOARD (MR) WHERE CERAMIC TILE SCHEDULED IN "DRY" AREAS; USE GYPSUM LATH (BLUE BOARD) WHERE VENEER PLASTER IS SCHEDULED. SEE FINISH SCHEDULE AND SPECIFICATIONS FOR PARTICULARS. AT ALL PLUMBING FIXTURES INSTALL 4X8 (MR)

MOISTURE RESISTANT BOARD CENTERED ON FIXTURE,

10. ALL FIRE RATED WALL AND FLOOR PENETRATION MUST COMPLY WITH ASTM-E814

11. ALL DOOR OPENINGS SHALL BE 4" FROM A PERPENDICULAR PARTITION TO OUTSIDE FACE OF FRAME, UNLESS NOTED OR DETAILED OTHERWISE.

12. ALL PARTITIONS, INCL. STUDS, BOARD, SOUND ATTENUATION BLANKETS, ETC. TO EXTEND FROM TOP OF FLOOR SLAB TO UNDERSIDE OF

CONCRETE SLAB ABOVE UNLESS OTHERWISE NOTED.

13. CONTRACTOR IS TO CLOSE OFF ANY VOIDS LEFT AS A RESULT OF ANY REMOVALS AND NEW CONSTRUCTION, AS WELL AS INFILL ANY EXISTING

VOIDS IN NEWLY DESIGNATED FIRE RATED PARTITIONS. ALL PATCHES SHALL MATCH AND ALIGN WITH SURROUNDING MATERIALS AND SHALL BE

IN ACCORDANCE WITH NFPA CODE.

14. REFER TO NEW ARCHITECTURAL FLOOR PLANS FOR PARTITION TYPE DESIGNATIONS.

15. CONTRACTOR SHALL SEAL PARTITION WALLS AROUND ALL M.E.P. PENETRATIONS OR OPENINGS, RESULTING FROM M.E.P. INSTALLATIONS

INCLUDING BUT NOT LIMITED TO THE SLAB, ABOVE AND BELOW CEILINGS.

16. ALL NEW MASONRY WORK INCLUDING NEW PARTITIONS, INFILL AND PATCHING; MATCH EXISTING COURSING AND TOOTH IN WITH EXISTING ADJ.

CONSTRUCTION.

17. NO EXISTING FIREPROOFING IS TO BE REMOVED FROM EXISTING BUILDING STRUCTURE FOR ANY NEW INSTALLATION FOR ANY REASON.

18. IN AREAS OF TOILET ROOMS AND OTHER PLUMBING FIXTURES SUCH AS MOP BASINS, SINKS, SHOWERS, TOILETS, ETC. A TYPE 'X' MOISTURE

RESISTANT GYPSUM WALLBOARD SHALL BE USED FOR THE WALL CONSTRUCTION. WHERE CERAMIC TILE IS SCHEDULED; CEMENTITIOUS BOARD

SHALL BE USED FOR THE WALL CONSTRUCTION.

19. UNLESS NOTED, THE CONNECTION AT THE TOP OF THE PARTITION TO THE STRUCTURE ABOVE MUST ALLOW FOR 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. AT FIRE RATED METAL STUD PARTITIONS, THE TOP CONNECTION MUST BE A FIRE STOP CONNECTION THAT ALLOWS 1" MINIMUM VERTICAL MOVEMENT, EITHER UP OR DOWN. HOLD GYPSUM WALL BOARD AND STEEL STUDS 1" FROM THE BOTTOM OF THE STRUCTURE ABOVE. DO NOT SCREW-ATTACH STEEL VERTICAL STUDS OR GYPSUM WALL BOARD TO THE TOP TRACK. INSTALL BRIDGING 12"

MINIMUM FROM THE TOP OF THE STUDS.

20. ALL EXTERIOR STUDS TO BE 600S137-68 UNO. REFER TO REPORT FOR LOADS IN RESPONSE TO BLAST.

PARTITION NOTES:

TYPE B5

ONE LAYER OF 3/4" FRT

PLYWOOD OVER ONE LAYER

OF 5/8" GYPSUM

WALLBOARD ON ROOM SIDE

OF 6" 20 GA. METAL STUDS

@ 16" O.C. WITH 6" SOUND

ATTENUATION BLANKETS IN

STUD SPACE. ONLY LAYER

OF 5/8" GYPSUM

WALLBOARD ON OPPOSITE

SIDE. EXTEND STUDS,

BOARD, AND BLANKETS TO

6" ABOVE CEILING. BRACE

TOP OF WALL AS REQUIRED,

BUT NOT LESS THAN 8'-0"

O.C.

3/4" 5/8" 6" 5/8"

8"

5/8" GYPSUM WALL

BOARD ON 1 5/8" METAL

STUDS AND 7/8" METAL

FURRING CHANNELS.

1 5/8" METAL STUDS

SECURED TO STEEL

COLUMN.

STEEL COLUMN. SEE S-

SERIES DWGS FOR

SIZE AND

ORIENTATION.

7/8" METAL FURRING

CHANNELS SECURED

TO STEEL COLUMN.

/8

V

A R

IE

S

/8

1 1/2" VARIES 1 1/2"

CURTAINWALL SYSTEM

SOUND BARRIER

MULLION TRIM CAP

MULLION

INTERIOR STUD GAGE AND SPACING CHART*

STUD

WIDTH

DESIGN

THICKNESS

(GAGE)

STUD

SPACING

(INCHES)

PARTITION HEIGHT

DEFLECTION VALUE 5 psf

BRACING

SPACING WHERE

OCCURSL/120 L/240 L/360

1 5/8"

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

0.0179 " (25)

0.0312" (20)

2 1/2"

3 5/8"

4"

6"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

16"

24"

10'-7"

9'-9"

12'-1"

11'-0"

13'-3"

11'-10"

16'-5"

14'-10"

15'-4"

13'-9"

20'-8"

18'-6"

17'-2"

15'-1"

23'-1"

20'-9"

19'-9"

16'-9"

30'-10"

27'-2"

8'-4"

7'-11"

9'-8"

8'-9"

11'-3"

10'-7"

12'-10"

11'-7"

14'-4"

13'-5"

16'-5"

14'-9"

15'-4"

14'-2"

18'-4"

16'-5"

19'-9"

16'-9"

24'-6"

21'-7"

8'-5"

7'-8"

9'-10"

9'-3"

11'-2"

10'-0"

12'-4"

11'-7"

14'-3"

12'-9"

13'-4"

12'-4"

15'-11"

14'-3"

17'-11"

16'-9"

21'-4"

18'-10"

4'-0" OC

4'-0" OC

4'-0" OC

4'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

6'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

8'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

10'-0" OC

1. PROVIDE MINIMUM 0.0312" STUDS AT WALLS TO RECEIVE FINISH (TILE, STONE, WOOD, ETC.)

2. PROVIDE MINIMUM 0.0312" STUDS AT JAMBS OF DOOR AND FIXED GLASS FRAMES, AT OPEN

PARTITION ENDS, AND WHERE PARTITION IS TO RECEIVE WALL MOUNTED SHELVES,

CASEWORK, PLUMBING FIXTURES, ETC.

3. USE 5/8" FR GWB AT ALL FIRE-RATED PARTITIONS, ANCHOR W/ SCREWS AT 8" OC ON EDGES

AT 12" OC IN FIELD PER UL DESIGN NUMBERS LISTED.

4. SEE ALL SPECIFICATIONS FOR GWB REQUIREMENTS AT TOILETS AND ALL WET AREAS.

5. FOR LOCATIONS OF EXISTING AND NEW FIRE-RATED PARTITIONS, SEE LIFE SAFETY PLANS.

6. PROVIDE ADDITIONAL BRACING AS REQUIRED AT ALL WALL STUD INSTALLATIONS EXCEEDING

STUD MANUFACTURER REQUIREMENTS FOR MAXIMUM ALLOWED HEIGHT AND DEFLECTION.

INTERIOR STUD CHART NOTES:

* REFERENCE STEEL STUD MANUFACTURER ASSOCIATION'S STANDARDS FOR SECTION PROPERTIES

AND DESIGN OF STUD SIZE LISTED HERE

USE L/240 DEFLECTION CHART FOR ALL AREA UNLESS OTHERWISE NOTED.

GENERAL NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ O n e

D ri v e

\D o c u m e n ts

\R

V

A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:5

P

M

A501

PARTITION TYPES AND DETAILS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

PARTITION SCHEDULE

PARTITION FRAMING FOR DOORSANCHORAGE - GRAB BARS AND CABINETS

3" = 1'-0"A501

1 TYP. COLUMN FURRING

1 1/2" = 1'-0"A501

2 CURTAINWALL TO PARTITION DETAILSTUD PARTITION TABLE

EXISTING CONCRETE WALL AND

ROUGH OPENING TO REMAIN.

14 GA. HOLLOW METAL ENTRANCE; FINISH TO

MATCH EXISTING WINDOWS ON BUILDING.

SEAL FULL PERIMETER OF OPENING BOTH

SIDES.

HOLLOW METAL ENTRANCE; FINISH TO

MATCH EXISTING WINDOWS ON BUILDING.

SEE ELEVATION FOR GLAZING

AT LOUVERS PROVIDE 14 GA. LOUVER

IN LIEU OF GLAZING.

NEW HOLLOW METAL EXTERIOR

DOOR; SEE DOOR SCHEDULE.

A510 A601

SIM

3"

SOLID SURFACE SILL; SEAL AT JOINT TO WINDOW.

NEW 2-1/2" x 7-1/2" BLAST-RESISTANT ALUMINUM

WINDOW SYSTEM; FINISH TO MATCH EXISTING

WINDOWS ON BUILDING.

SEAL FULL PERIMETER OF WINDOW BOTH SIDES;

DO NOT BLOCK WEEP HOLE AT WINDOW SILL.

SILL PAN FLASHING

5/8" GYPSUM WALLBOARD ON 2-1/2" METAL

STUD SET 1/2" OFF FACE OF EXISTING

WALL; FILL STUD CAVITY WITH SPRAY

FOAM URETHANE INSULATION AS

SPECIFIED.

2 1/2" 1/2"

EXISTING CONCRETE WALL TO REMAIN

1/2"

J

PREFABRICATED EXTRUDED

HANGER ROD CANOPY WITH

FLAT SOFFIT - REFER TO

MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

OVERHEAD COILING

DOOR MOTOR

B/SOFFIT AND B/STEEL

2" RIGID INSULATION.

ADJUSTABLE MASONRY TIES AT

16" O.C. HORIZONTALLY AND

MIN. 12" O.C. VERTICALLY AT

HANGER ROD CANOPY.

1" AIR SPACE.

BRICK VENEER.

THRU-WALL FLASHING.

SOLDIER COURSE HEADER.

(FLUSH WITH ADJACENT BRICK

AT CANOPY).

STEEL ANGLE - SEE

STRUCTURAL DRAWINGS.

5/8" FRT PLYWOOD

BACKER FOR O.H. DOOR.

STEEL FRAMING - SEE

STRUCT. DRAWINGS.

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER.

1/2" EXTERIOR SHEATHING.

OVERHEAD DOOR.

METAL STUD FRAMING.

672' - 3"

/8

STEEL FRAMING - SEE

STRUCTURAL DRAWINGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ D o c u m e n ts \F

F E

C h ill ic o th e

R e n o v a te

B p a tr ic k .h ill ie r@ ff e

-s e rv .c o m

.r v t

/1

/2

:5

:5

A

M

A510

EXTERIOR SECTION DETAILS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1 1/2" = 1'-0"A510

4 DOOR 003 TRANSOM AND HEAD DETAIL

1 1/2" = 1'-0"A510

3 SECTION DETAIL-NEW WINDOW SILL AT NORTH LOW-ROOF

1 1/2" = 1'-0"A510

5 SECTION DETAIL AT OVERHEAD COILING DOOR

EXISTING METAL PANEL

EXISTING WALL BEYOND

4-1/2" ALUMINUM WINDOW

SYSTEM; FINISH TO MATCH

EXISTING WINDOWS ON

BUILDING.

NEW STRUCTURAL SUPPORT

TO EXISTING STRUCTURE AT

TOP OF WINDOW

2" MINIMUM SPRAY

INSULATION AT EXISTING

METAL PANEL

EXISTING W16X50

10"

EXISTING CONCRETE PLANK

EXISTING STEEL TUBE BEYOND

4-1/2" BLAST-RESISTANT ALUM.

WINDOW SYSTEM; FINISH TO MATCH

EXISTING WINDOWS ON BUILDING.

EXISTING CONCRETE WALL

CONCRETE ANCHOR

SILL PAN FLASHING

6" 8"

ROOF MEMBRANE

BACKER ROD AND SEALANT

EXISTING TERMINATION BAR; RE-SEAL

10" 4"

A

3"

EXISTING METAL PANEL

NEW 4 1/2" ALUMINUM FRAME - SEE

EXTERIOR ELEVATION FOR GLAZING.

FINISH TO MATCH EXISTING

WINDOWS ON BUILDING. SEAL FULL

PERIMETER BOTH SIDES.

EXISTING ANGLE CUT FOR

CURTAIN WALL

CLEARANCE

4" 8"

BRICK BEYOND

NEW STRUCTURAL SUPPORT

REQUIRED AT TOP CONNECTION.

A

SOLID SURFACE SILL; SEAL AT JOINT TO WINDOW.

4 1/2" ALUMINUM WINDOW SYSTEM; FINISH TO

MATCH EXISTING WINDOWS ON BUILDING.

SEAL FULL PERIMETER OF WINDOW

BOTH SIDES; DO NOT BLOCK WEEP

HOLE AT WINDOW SILL.

SILL PAN FLASHING

5/8" GYPSUM WALLBOARD ON 2-1/2" METAL

STUD SET 1" OFF FACE OF EXISTING WALL;

FILL STUD CAVITY WITH SPRAY FOAM

URETHANE INSULATION AS SPECIFIED.

EXISTING CONCRETE WALL TO REMAIN.

1/2"

3"

A

EXISTING METAL PANEL

4-1/2" ALUMINUM WINDOW SYSTEM;

FINISH TO MATCH EXISTING

WINDOWS ON BUILDING. SEAL FULL

PERIMETER BOTH SIDES.

EXISTING JOIST

SEALANT AND BACKER ROD

3"

A

SOLID SURFACE

WINDOW SILL

SILL PAN FLASHING

4-1/2" ALUMINUM WINDOW SYSTEM;

FINISH TO MATCH EXISTING

WINDOWS ON BUILDING.

SEAL FULL PERIMETER OF WINDOW

BOTH SIDES; DO NOT BLOCK WEEP

HOLE AT WINDOW SILL.

5/8" GYPSUM WALLBOARD ON

2-1/2" METAL STUD SET 1" OFF

FACE OF EXISTING WALL; FILL

STUD CAVITY WITH SPRAY

FOAM URETHANE INSULATION

AS SPECIFIED.

EXISTING CONCRETE WALL

3"

EXISTING CONCRETE CURB BELOW

EXISTING METAL

PANEL

EXISTING 3X5 STEEL TUBE

4 1/2" ALUMINUM WINDOW

SYSTEM; FINISH TO MATCH

EXISTING WINDOWS ON

BUILDING.

NEW ALUMINUM

FLASHING TO MATCH

METAL PANEL

SEALANT JOINT

5" 5"

ROOF STRUCTURE

ROOF DRAIN

ROOF DRAIN

RIGID INSULATION

TPO MEMBRANE

WATER CUT-OFF MASTIC

CLAMPING RING

H

T/STEEL @ ADDITION

675' - 10"

TAPERED RIGID INSULATION.

SLOPED TO DRAIN.

L2-1/2 X 2-1/2 X 1/4

TOP CHORD EXTENSION.

J

T/STEEL @ ADDITION

675' - 10"

FACTORY-FINISHED GRAVEL STOP ON

CONTINUOUS CLEAT. FINISH TO MATCH GRAVEL

STOP ON EXISTING LOW-SLOPE ROOF.

TPO MEMBRANE CAP FLASHING TO WRAP

OVER TOP OF WALL.

CONTINUOUS TREATED 2X NAILER

CONTINUOUS LIQUID-APPLIED AIR &

MOISTURE BARRIER

CONTINUOUS 2" RIGID THERMAL INSULATION

4-1/2" ALUMINUM WINDOW SYSTEM; FINISH

TO MATCH EXISTING WINDOW FINISH ON

BUILDING. SEAL WINDOW FULL

PERIMETER BOTH SIDES.

STRUCTURAL STEEL - SEE STRUCTURAL

DWGS.

METAL DECK; SEE STRUCTURAL DWGS.

VAPOR BARRIER

BACKER ROD AND SEALANT

6" METAL STUDS

CLIP STUD TO STRUCTURAL STEEL.

BRICK VENEER.

1/2" EXTERIOR GRADE SHEATHING

6" BATT INSULATION

672' - 3"

BRICK ROWLOCK COURSE.

BRICK SOLDIER COURSE.

B/STEEL

1/2"

1/2"

1/2"

THRU-WALL FLASHING.

STEEL ANGLE - SEE STRUCTURAL

DRAWINGS

STRUCTURAL STEEL - SEE STRUCTURAL

DWGS.

1'-2 1/8"

BRICK SOLDIER COURSE.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

\p a tr i\ D o c u m e n ts \F

F E

C h ill ic o th e

R e n o v a te

B p a tr ic k .h ill ie r@ ff e

-s e rv .c o m

.r v t

/1

/2

:4

:4

P

M

A511

EXTERIOR SECTION DETAILS RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1 1/2" = 1'-0"A511

3 HIGH BAY WINDOW HEAD DETAIL AT EXISTING WALL

1 1/2" = 1'-0"A511

4 HIGH BAY WINDOW SILL DETAIL AT EXISTING WALL

1 1/2" = 1'-0"A511

6 CURTAIN WALL HEAD DETAIL AT EXISTING WALL

1 1/2" = 1'-0"A511

7 CURTAIN WALL SILL DETAIL AT EXISTING WALL

1 1/2" = 1'-0"A511

9 STOREFRONT HEAD DETAIL AT EXISTING WALL - CMU

1 1/2" = 1'-0"A511

10 STOREFRONT SILL DETAIL AT EXISTING WALL

1 1/2" = 1'-0"A511

5 EXISTING CLERESTORY WINDOW JAMB

1 1/2" = 1'-0"A511

11 ROOF DETAIL-ROOF DRAIN

1 1/2" = 1'-0"A511

1 ROOF TIE-IN TO EXISTING BUILDING

1 1/2" = 1'-0"A511

2 NEW PARAPET AND WINDOW DETAIL

S E

E E

L E

V A

T

IO

N S

T Y

P

IC

A L

P.LAM FINISH UNDERSIDE

OF TOE KICK

" 3"

BASE AS SCHEDULED

NON-COMBUSTIBLE

WOOD BLOCKING

FINISHED FLOOR

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT BASE CABINET. TYP.

PLASTIC LAMINATE BASE CABINET,

DRAWER(S) AND ADJUSTABLE

SHELF; SHELF STANDARDS,

RECESSED FOR FLUSH INTERIORS

PROVIDE P.LAM DRAWER

DIVIDERS. CONSTRUCTION TO

HAVE CONCEALED FASTENERS

SOLID SURFACE COUNTERTOP

WITH BACK AND SIDE SPLASH

2'-1"

/2

P.LAM FINISH UNDERSIDE

OF TOE KICK

BASE AS SCHEDULED

NON-COMBUSTIBLE

WOOD BLOCKING

FINISHED FLOOR

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT BASE CABINET. TYP.

PLASTIC LAMINATE BASE CABINET,

DRAWERS; REFER TO SPEC FOR

APPROVED CONSTRUCTION

METHOD.

SOLID SURFACE COUNTERTOP

WITH BACK AND SIDE SPLASH

2'-1"

/2

1' - 3"

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT WALL CABINET. TYP.

PLASTIC LAMINATE WALL CABINET

BODY WITH ADJUSTABLE

SHELVES; SHELF STANDARDS,

RECESSED FOR FLUSH INTERIORS

AT 5/8" INCREMENTS.

CONSTRUCTION TO HAVE

CONCEALED FASTENERS

ALL SCHEDULED PARTITIONS

ASSEMBLIES ARE TO EXTEND

FROM TOP OF FLOOR SLAB TO

UNDERSIDE OF DECK ABOVE.

UNLESS NOTED OTHERWISE;

BRACE AS REQUIRED TO SECURE

TO STRUCTURE ABOVE

UNDERSIDE OF STRUCTURE

ABOVE;V.I.F.

2 X 2 CONTINUOUS ANODIZED

ALUMINUM ANGLE

S E

E E

L E

V A

T

IO

N S

V A

R

IE

S

V A

R

IE

S

S E

E E

L E

V A

T I O

N S

O R

T Y

P

IC

A L

CEILING SYSTEM PER

REFLECTED CEILING

PLAN

/2

PLASTIC LAMINATE

SLOPED TOP

.0

BASE AS SCHEDULED

FINISHED FLOOR

PLASTIC LAMINATE

COUNTERTOP WITH 4" BACK

AND SIDE SPLASH

S E

E E

L E

V A

T

IO

N S

H E

IG

H

T V

A R

IE

S

O

R

CONCEALED WORK STATION

BRACKET. PROVIDE

CONTINUOUS FRTW BLOCKING

AROUND PERIMETER.

2'-1"

9B.1

9B.2

9D.1 9D.2

CABINET DOOR

SCRIBE #2

CABINET DOOR

SCRIBE #2

CABINET DOOR

LIGHT VALANCE

WALL

CABINET DOOR

SCRIBE #2

WALL

CABINET DOOR

SCRIBE #2

CABINET PULL-

AFIX CABINET

PULL ABOVE

CABINET BOTTOM

A5.10

9B.1

A5.10

9B.2

SCRIBE #1

CABINET BODY

ALIGN

ALIGN

*NOTE: WHERE BASE AND WALL CABINETS APPEAR

WITHOUT DOORS, SCRIBE AND FILLER DETAIL

WILL BE REVIEWED IN SHOP DRAWING PHASE.

ALL SPECIAL CONDITIONS WILL BE ASSESSED

IN SHOP DRAWING SUBMITTALS.

CABINET BODY

ALIG

N

ALIGN

SCRIBE #1

CABINET DOOR

CABINET BODY

ALIGN

ALIGN

CABINET BODY

FASTENER TO BE

CONCEALED

*NOTE: VALANCE TO BE CONTINUOUS ACROSS

FRONT AND SIDES OF WALL CABINETS WHICH

ARE EXPOSED, WITH MINIMAL SEAMS.

WHERE SEAMS ARE NECESSARY,

PLACE SEAM ALIGNING WITH CABINET BODY JOINT.

SCRIBE #1

CABINET BODY

ALIGN

ALIGN

CABINET BODY

ALIGN

ALIGN

SCRIBE #1

CABINET DOOR

CABINET BODY

ALIGN

ALIGN

FILLER PANEL TO BE FLUSH

WITH CABINET BODY FACE

SCRIBE TO BE FLUSH WITH

FACE OF CABINET DOOR

*NOTE: WHERE WALL CABINETS

DO NOT ABUT A SOFFIT,

FILLER IS TO RUN

CONTINUOUSLYACROSS THE TOP OF THE

CABINET TO BACK WALL.

SOFFIT

TYPICAL WALL

CABINET

ALIGN

FILLER PANEL TO BE FLUSH

WITH CABINET BODY FACE

SCRIBE TO BE FLUSH WITH

FACE OF CABINET DOOR

SILENCER

COUNTER SINK

HARDWARE

BASE AS SCHEDULED

TYPICAL BASE

CABINET

*NOTE: THESE DRAWINGS ARE MEANT

TO EXPRESS INTENT OF

CASEWORK APPEARANCE ONLY

PLASTIC LAMINATE

SHELVES, PL-1

PLASTIC LAMINATE

TOP WITH BACK

SPLASH, PL-2

TOE KICK

A520

P.LAM FINISH UNDERSIDE

OF TOE KICK

BASE AS SCHEDULED

NON-COMBUSTIBLE

WOOD BLOCKING

FINISHED FLOOR

PROVIDE NON-COM. WOOD

BLOCKING AS REQUIRED IN STUD

TO SUPPORT BASE CABINET. TYP.

PLASTIC LAMINATE BASE CABINET,

SHELVES; REFER TO SPEC FOR

APPROVED CONSTRUCTION

METHOD.

P.LAM COUNTERTOP WITH

BACK SPLASH

3'-1"

/2

PLAM COUNTER,

PL-2 WITH BACKSPLASH

PLAM CABINETS,

PL-1

FILLER PANEL

FILLER PANEL

FILLER PANEL

3'-0"3'-0"3'-0"3'-0"

12'-2 3/4" +/- 12'-2 3/4" +/-

3'-0"3'-0"3'-0"3'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

CONSTRUCTION

DOCUMENTATION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

F F E I n c Engineering and Technical Services 420 Springfield Pike Wyoming OH 45215 513-522-0956

STAMPCONSULTANT

321 4 5 6 7 8 9 10

T 513.241.4474

720 E Pete Rose Way, Cincinnati, OH 45202

F 513.241.0081

ISSUED FOR BID

Ryan Jeter

C U s e rs

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D ri v e

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A C h ill ic o th e

B ld g

R e n o v a ti o n p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/1

/2

:3

:0

P

M

A520

CASEWORK SECTIONS AND

DETAILS

RENOVATE B25 TO IMPROVE

EFFICIENCY

Chillicothe VA Medical Center

538-16-101

07/20/2020 BJR JRR

1" = 1'-0"A520

BC01 BC01 - CW-TYP. BASE CABINET

1" = 1'-0"A520

BC02 BC02 - CW-BASE DRAWERS

1" = 1'-0"A520

UC01 UC01 - CW-TYP. WALL CABINET

1" = 1'-0"A520

MC03 MC03 - CW-COUNTERTOP WITH CONCEALED BRACKET

3" = 1'-0"A520

3 CW-TYPICAL CW DETAILS

1" = 1'-0"A520

2 CW - SHEET STORAGE SHELVES ELEVATION

1" = 1'-0"A520

1 CW- SHEET STORAGE SHELVES

3/8" = 1'-0"A520

4 WORKSHOP CASEWORK (ALTERNATE 3)

6.1

J

/8

3'-3 5/8"

4"

1'-10 1/8"

/8

STANDARD BRICK - 3/8" JOINT

2" RIGID INSULATION.

8" CMU.

8" CMU.

6" CMU.

3" AIRSPACE1" AIRSPACE

CONTINUOUS LIQUID-

APPLIED AIR & MOISTURE

BARRIER

ADJUSTABLE BRICK TIE 16"

O.C. VERTICAL AND 24" O.C.

HORIZONTAL

4"

STEEL FRAMING. SEE

STRUCTURAL DRAWING

DOVETAIL ANCHOR TO COLUMN

AT 16" O.C. VERTICAL

6.1

H

EXISTING EXTERIOR

WALL.

INFILL OPENING TO

MATCH EXISTING.

1" EXPANSION JOINT WITH

PRE-COMPRESSED JOINT

SYSTEM.

BRICK VENEER.

2" CONTINUOUS

RIGID INSULATION.

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER.

1" AIR SPACE.

1/2" EXTERIOR SHEATHING.

6" METAL STUDS AT 16" O.C.

STEEL FRAMING - SEE

STRUCTURAL

DRAWINGS.

5/8" GYPSUM BOARD.

VAPOR BARRIER.

A310

6.1

J

/8

/8

ADJUSTABLE BRICK TIE 16"

O.C. VERTICAL AND 24" O.C.

HORIZONTAL

STANDARD BRICK - 3/8" JOINT

2" RIGID INSULATION.

5/8" TYPE X GYPSUM BOARD.

1/2" GYPSUM SHEATHING.

3" AIRSPACE

1" AIRSPACE

CONTINUOUS LIQUID-APPLIED

AIR & MOISTURE BARRIER

VAPOR BARRIER.

8" METAL STUDS AT CORNER

BUMP-OUT.

6" METAL STUDS AT 16" O.C.

3'-3 3/4"3/8"

STRUCTURAL FRAMING - SEE

STRUCTURAL DRAWINGS.

A530 A602

J

1" AIRSPACE

3" AIRSPACE

STANDARD BRICK - 3/8" JOINT

ADJUSTABLE BRICK TIE 16"

O.C. VERTICAL AND 24" O.C.

HORIZONTAL

2" RIGID INSULATION.

1/2" GYPSUM SHEATHING.

2-1/2" X 7-1/2" ALUMINUM BLAST-

RESISTANT WINDOWS SYSTEM

W/FINISH TO MATCH EXISTING

WINDOWS ON BUILDING. NEW

GLASS TO BE LAMINATED,

INSULATING…