18111 - DVAMC PETCTPart-3.pdf

FIRST FLOOR

0"

T.O. PARAPET

ADDITION

15' - 2"

S

MANUFACTURED

STONE VENEER WALL

SYSTEM (ST-1)

LEAD LINED GLAZED

WINDOW SYSTEM

MANUFACTURED

STONE VENEER WALL

SYSTEM (ST-1)

R30 MIN. TPO

ROOFING SYSTEM

AS-522

AS-522

SOLDIER COURSE

(BR-2)

BRICK (BR-2)

FOOTER, SEE STRUCT.

DWGS.

FOOTER DRAIN

WATERPROOFING

MEMBRANE

FOUNDATION WALL,

SEE STRUCT. DWGS.

LEAD LINED EXTERIOR WALL,

COORDINATE THICKNESS AND

HEIGHT WITH SHEIDLING REPORT

T.O. STEEL

13' - 2"

(2'X2') 2" PERIMETER

INSULATION

PERFORATED METAL

PANEL SCREEN WALL

(MT-1)

FIRST FLOOR

0"

T.O. PARAPET

ADDITION

15' - 2"

(8 C

O U

R S

E S

/8

/2

R30 MIN. TPO

ROOFING SYSTEM

FIRE RATED

WINDOW SYTEM

SOLDIER COURSE

(BR-1)

AS-522

AS-522

AS-322

.0

PRE-FABRICATED

METAL CANOPY

BRICK MASONRY

WALL SYSTEM

FOUNDATION WALL,

SEE STRUCT. DWGS.

FOOTER, SEE STRUCT.

DWGS.

FOOTER DRAIN

WATERPROOFING

MEMBRANE

BOTTOM OF CANOPY

9'-0"

T.O. STEEL

13' - 2"

SOLDIER COURSE

(BR-2)

(2'X2') 2" PERIMETER

INSULATION

FIRST FLOOR

0"

T.O. PARAPET

ADDITION

15' - 2"

(7 C

O U

R S

E S

/8

(2 C

O U

R S

E S

/8

AS-522

AS-522

AS-522

BRICK MASONRY

WALL SYSTEM

BOTTOM OF CANOPY

9'-0"

SOLDIER COURSE

(BR-1)

PRE-FABRICATED

METAL CANOPY

CORBELED BRICK

(BR-1)

WATERPROOFING

MEMBRANE

FOUNDATION WALL,

SEE STRUCT. DWGS.

FOOTER, SEE STRUCT.

DWGS.

FOOTER DRAIN

R30 MIN. TPO

ROOFING SYSTEM

T.O. STEEL

13' - 2"

FIRST FLOOR

0"

T.O. PARAPET

ADDITION

15' - 2"

S

MANUFACTURED

STONE VENEER WALL

SYSTEM

R30 MIN. TPO

ROOFING SYSTEM

AS-522

AS-522

SOLDIER COURSE

(BR-2)

BRICK (BR-2)

FOOTER, SEE STRUCT.

DWGS.

FOOTER DRAIN

WATERPROOFING

MEMBRANE

LEAD LINED EXTERIOR WALL,

COORDINATE THICKNESS AND

HEIGHT WITH SHEIDLING REPORT

T.O. STEEL

13' - 2"

CONCRETE ISOLATION

PAD

(2'X2') 2" PERIMETER

INSULATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

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M

AS-510

WALL SECTIONS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 3/4" = 1'-0"AS-510

3 WALL SECTION - GLAZING

SCALE: 3/4" = 1'-0"AS-510

1 WALL SECTION - RATED GLAZING

SCALE: 3/4" = 1'-0"AS-510

2 WALL SECTION - MASONRY

SCALE: 3/4" = 1'-0"AS-510

4 WALL SECTION - STONE VENEER

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

BID & CONSTRUCTION (REVISED) 07-13-2020

SOLE SOURCE REVISION 09-16-2020

T.O. PARAPET

ADDITION

15' - 2"

QP

AS-522

AS-522

AS-522

HR-1 HR-1

CR-1 CR-1

2" EXPANSION JOINT

EXISTING BUILDING NEW ADDITION

R30 MIN. TPO

ROOFING SYSTEM

EXISTING ROOFING

SYSTEM

T.O. STEEL

13' - 2"

SCHEDULED

CEILING SYSTEM

SCHEDULED BASE

FIRST FLOOR

0"

T.O. PARAPET

ADDITION

15' - 2"

/4

GLAZED WINDOW

SYSTEM

MANUFACTURED

STONE VENEER WALL

SYSTEM

PERFORATED METAL

PANEL SCREEN WALL

(MT-1)

R30 MIN. TPO

ROOFING SYSTEM

WATERPROOFING

MEMBRANE

FOOTER DRAIN

FOOTER, SEE STRUCT.

DWGS.

FOUNDATION WALL,

SEE STRUCT. DWGS.

SOLDIER COURSE

(BR-2)

BRICK (BR-2)

T.O. STEEL

13' - 2"

(2'X2') 2" PERIMETER

INSULATION

21' - 3"

T.O. ROOF SCREEN PANEL

REFER TO

MECHANICAL

DRAWINGS

RTU-1

STRUCTURAL BEAM, REFER

TO STRUCTRUAL DRAWINGS

RTU-1

STRUCTURAL

FRAMING, REFER TO

STRUCTURAL

DRAWINGS

AS-522

AS-522

AS-522

SIM.

SIM.

SIM.

ALUMINUM PERFORATED

CORRUGATED METAL PANELS WITH

ISOLATION TAPE (MT-1)

45.00°

AS-511

T.O. STEEL

13' - 2"

STRUCTURAL FRAMING, REFER TO

STRUCTRUAL DRAWINGS

T.O. ROOF SCREEN PANEL

21'-3"

J CHANNEL

S.S. RIVET PAINTED

TO MATCH PANEL

SUPPORT 'Z'

ROOF SCREEN PANEL

STRUCTURAL STEEL FREMAING,

REFER TO STRUCTURAL DRAWINGS

CONCEALED FASTENER

SHIM AS REQUIRED

T.O. ROOF SCREEN PANEL

21'-3"

T.O. STEEL

13' - 2"

R30 MIN. TPO

ROOFING SYSTEM

ROOF DECK, REFER TO

STRUCTURAL DRAWINGSS

STRUCTURAL BEAM,

REFER TO STRUCTURAL

DRAWINGSS

CONCRETE ISOLATION

PAD, REFER TO ROOF

PLAN AND STRUCTURAL

DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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AS-511

WALL SECTIONS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 3/4" = 1'-0"AS-511

1 SECTION @ EXISTING WALL

SCALE: 3/4" = 1'-0"AS-511

2 WALL SECTION - NORTH WALL

SCALE: 3/4" = 1'-0"AS-511

3 WALL SECTION - SCREEN WALL

SCALE: 1 1/2" = 1'-0"AS-511

4 TOP SCREEN WALL

SCALE: 1 1/2" = 1'-0"AS-511

5 SECTION AT CONCRETE PAD

Revisions: Date:

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

CONTINUOUS

SEALANT ON

ALL SIDES

P L A

N

S E

E

PLAN

SECTION

CONTINUOUS SEALANT

ALL SIDES

CONTINUOUS SEALANT

ALL SIDES

METAL STUD FRAMING

METAL STUD FRAMING

FIRE EXTINGUISHER

CABINET (F.E.C.)

SEMI RECESSED

CABINET

4'

- 0

1/ 4"

/4

1"

NOTES:

1. SEE RCP FOR CEILING HEIGHTS.

2. CEILING TRACKS TO BE LOCATED 3"

OFF OF WALL, UNLESS OTHERWISE

NOTED

STEEL L 1"x1"x1/8"x4'-0"

LONG W/ LEGS TURNED

DOWN 3/4" ANCHOR TO

MAIN

TEES W/ #8 SHEET METAL

SCREWS

SPACER

FASTEN 30" O.C. MAX.

CEILING GRID

CUBICLE TRACK

CEILING TILE

NOTE:

PATIENT LIFT TRACK TO BE SUPPORTED ABOVE CEILING BY

ENGINEERED MEDICAL SUPPORT SYSTEM, COORDINATE WITH

ALL TRADES FOR LOCATIONS AND MOUNTING INSTRUCTIONS.

CL STRAIGHT SECTION

TRACK, RCP FOR LOCATIONS

SCHEDULED CEILING

R

LG1

LG1

LG3

LG3

CG-1

CG-1

HR-1

HR-1

HR-1

1'-0"

ONE HOUR

SPRAYED ON FIRE

PROOFING

ROOF DRAIN

PIPING, REFER TO

PLUMB. DWGS.

G

LG1

AS-520

SIM.

RQ.9

FEC

CG-1CG-1

1'-0" 1'-2"

ONE HOUR RATED

SPRAYED ON

FIREPROOFING

G1

G

G

1/2" MAX

3 1/8"

1 7/8"

METAL CONTROL JOINT

DOUBLE STUD @ DOORS

GYP. BOARD, SEE

PARTITION TYPES

METAL STUD

1/2" FIRE RESISTIVE GYP.

BD.

(FULL HEIGHT OF PARTITION)

NOTE:

CONTROL JOINT TO OCCUR AT CORNERS OF ALL GYPSUM

BOARD OPENINGS AND 30'-0" MAX. AT ALL GYPSUM BOARD

PARTITIONS TO STRUCTURE ABOVE.

INSULATED GLAZING

UNIT

CURTAINWALL

MULLION

LINE OF WINDOW SILL

CONTINUOUS SEALANT

SCHEDULED PARTITION

PREFINISHED BREAK

METAL CLOSURE W/

HEMMED EDGE

OUTLET BOX

LEAD LINED GYP. BD.

LEAD LINING

PIPE PENETRATION

LEAD LINED GYP. BD.

LEAD WRAPPING

PIPE WRAPLEAD FOR OUTLET BOXES

DUCT GRILL

LEAD LINED GYP. BD.

LEAD WRAPPING

DUCT WRAP

VERTICAL P1001 UNISTRUT, COORDINATE

WITH LASER MANUFACTURER

PROVIDE PLASTIC LAMINATE COVER

BOX WITH FOLD DOWN HINGE

STEEL PLATE FOR EQUIPMENT

AS-520

COORDINATE WITH LASER MANUFACTURER

AND PROVIDE STAMPED AND SIGNED

ENGINEERED SUPPORT DRAWINGS

BLOCKING AS REQUIRED

REFER TO FLOOR PLAN FOR

PARTITION TYPE

LEAD BRICK SHIELDING

LASER EQUIPMENT

STEEL PLATE BACKING

PLASTIC LAMINATE COVER

BOX WITH FOLD DOWN HINGE

VERTICAL P1001 UNISTRUT ATTACHED

TO FLOOR AND STRUCTURE ABOVE.

COORDINATE WITH LASER MANUF.

8"

C T

I S

O C

E N

T E

R

H E

IG

H

T

LASER EQUIPMENT

LEAD BRICK SHIELDING, REFER TO

FLOOR PLAN FOR PARTITION TYPE

Q

FEC

2'-1"

1 HOUR RATED SPRAYED

ON FIREPROOFING

G

G

G

LB1

8"X8"X4" FLUSH J-BOX

BELOW COUNTER-TOP;

REFER TO GE HEALTHCARE

DRAWINGS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R

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IT

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P R

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P E

T -C

T jc h o

.r v t

/1

/2

:1

:3

A

M

AS-520

DETAILS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1" = 1'-0"AS-520

1 FEC CABINET SEMI-RECESSED

SCALE: 1 1/2" = 1'-0"AS-520

2 CUBICLE CURTAIN TRACK ISOMETRIC

SCALE: 3" = 1'-0"AS-520

3 CEILING UNITSTRUT

SCALE: 3/4" = 1'-0"AS-520

9 COLUMN ENCLOSURE DETAIL

SCALE: 3/4" = 1'-0"AS-520

10 COLUMN ENCLOSURE DETAIL

SCALE: 3" = 1'-0"AS-520

4 GYPSUM BOARD CONTROL JOINT

SCALE: 1 1/2" = 1'-0"AS-520

5 PARTITION AT MULLION

SCALE: 1 1/2" = 1'-0"AS-520

20 LEAD PENETRATION DETAILS

SCALE: 3/4" = 1'-0"AS-520

6 ENLARGED DETAIL

SCALE: 3/4" = 1'-0"AS-520

7 PLAS. LAM. COVER BOX

SCALE: 3/4" = 1'-0"AS-520

8 COLUMN ENCLOSURE DETAIL

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

Q

P

1 3/8" 1 3/8"

2" 2" 5/8" 6" 5/8"

2'-3"

/8

/8

/8

/8

SEALANT AND BACKER

ROD

THIN CALCIUM

SILICATE CORNER

UNIT W/ QUIRK

PLASTIC ISOLATING

SHIM AS REQUIRED

COLD-FORMED "Z"

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

GYPSUM BOARD

1 HOUR RATED SPRAYED

ON FIREPROOFING (TYP.)

STRUCTURAL STEEL

FRAMING, SEE

STRUCT. DWGS.

Q

STRUCTURAL STEEL

FRAMING, SEE

STRUCT. DWGS.

COLD-FORMED METAL

FRAMING

EXT. GYP. SHEATHING

WATER-RESISTIVE

BARRIER

RIGID INSULATION

FLEXIBLE FLASHING

BRICK (BR-1)

EXPANSION JOINT

BACKER

WALL TO WALL

EXPANSION JOINT

EXISTING BRICK WALL

2"

1 HOUR RATED SPRAYED

ON FIREPROOFING (TYP.)

GYPSUM BOARD

COLD-FORMED METAL

FRAMING

CORNER BEAD

TREATED BLOCKING

AS REQUIRED

BRICK (BR-1)

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

SEALANT AND BACKER

ROD, BOTH SIDES

FIRE RATED

STOREFRONT MULLION

FIRE RATED

INSULATED GLASS

STAINLESS STEEL

FLASHING

/8

/8

/8

/8

P

1 3/8"

1 3/8"

2" 2"

5/8"

6" 5/8"

THIN CALCIUM

SILICATE UNIT

SEALANT AND BACKER

ROD

PLASTIC ISOLATING

SHIM AS REQUIRED

COLD-FORMED "Z"

RIGID INSULATION

WATER-RESISTIVE

BARRIER

COLD-FORMED METAL

FRAMING

EXT. GYP. SHEATHING REFER TO FLOOR PLAN

FOR PARTITION TYPE

GYPSUM BOARD

WALL TO WALL

EXPANSION JOINT

EXPANSION JOINT

BACKER

EXISTING MASONRY

WALL

2"

THIN CALCIUM

SILICATE UNIT

PLASTIC ISOLATING

SHIM AS REQUIRED

RIGID INSULATION

WATER-RESISTIVE

BARRIER

INSULATED GLAZING

UNIT

STOREFRONT SIDELITE

JAMB FRAMING

MEMBER

COLD-FORMED "Z"

TREATED BLOCKING

AS REQUIRED

STEEL CHANNEL,

REFER TO STRUCT.

DWGS.

CORNER BEAD

COLD-FORMED METAL

FRAMING

GYPSUM BOARD

/8

/8

/8

/8

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R

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IT

E

P R

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P E

T -C

T jc h o

.r v t

/1

/2

:1

:3

A

M

AS-521

DETAILS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1 1/2" = 1'-0"AS-521

2 STONE VENEER @ EXTERIOR CORNER

SCALE: 1 1/2" = 1'-0"AS-521

1 NEW WALL @ EXISTING WALL

SCALE: 1 1/2" = 1'-0"AS-521

3 RATED WINDOW JAMB @ BRICK

SCALE: 1 1/2" = 1'-0"AS-521

4 NEW WALL @ EXISTING WALL

SCALE: 1 1/2" = 1'-0"AS-521

5 WINDOW JAMB @ STONE VENEER

Revisions: Date:

BID & CONSTRUCTION 06-12-2020

QP

FLOOR TO FLOOR

EXPANSION JOINT

EXPANSION JOINT

COVER

PATCH & MATCH

EXISTING SLAB ON

GRADE WHERE WALL

REMOVED

EXISTING SLAB ON

GRADE

NEW SLAB ON GRADE,

SEE STRUCT. DWGS.

2"

EXISTING BUILDING NEW ADDITION

QP

EXISTING BUILDING NEW ADDITION

2"

SCHEDULED CEILING

LINTEL, SEE STRUCT.

DWGS.

COLD-FORMED BOX

HEADER AS REQUIRED

CEILING

10'-0"

CORNER BEAD

GYPSUM BOARD

SOFFIT

EXISTING BRICK WALL

GYPSUM BOARD

T.O. PARAPET

ADDITION

15' - 2"

QP

EXISTING BUILDING NEW ADDITION

EXISTING METAL

COPING

EXISTING BRICK

MASONRY WALL

2"

TPO ROOF MEMBRANE

RIGID INSULATIONRIGID INSULATION

STRUCTURAL STEEL

FRAMING, SEE

STRUCT. DWGS.

ROOF TO WALL

EXPANSION JOINT

TPO ROOF MEMBRANE

RUN TPO MEMBRANE

UNDER EXISTING

COPING

T.O. STEEL

13' - 2"

BRICK (BR-1)

RIGID INSULATION

WATER-RESISTIVE

BARRIER

CORBELED BRICK

(BR-1)

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

BRICK TIE

GYPSUM BOARD

1/2"

5/8" 6" 5/8" 2"

1 1/8"

3 5/8"

1'-2"

T.O. PARAPET

ADDITION

15' - 2"

1/4" / 1'-0"

6 5/8" 6" 5/8" 2"

1 1/8"

3 5/8"

TPO ROOF MEMBRANETPO ROOF MEMBRANE

7" METAL FASCIA

TOP OF BRICK

14'-8"

SEALANT AND BACKER

ROD

BRICK (BR-1)

RIGID INSULATION

BRICK TIE

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

STRUCTURAL STEEL

FRAMING, SEE

STRUCT. DWGS.

RIGID INSULATIONRIGID INSULATION

TPO ROOF MEMBRANE

ROOF SUBSTRATE

BOARD

ROOF VAPOR BARRIER

RIGID INSULATION

TPO ROOF MEMBRANE

RIGID INSULATION

3/4" PLYWOOD

TREATED BLOCKING

AS REQUIRED

ROOF VAPOR BARRIER

1'-8"

T.O. STEEL

13' - 2"

MASONRY VENT @ 24"

O.C. MAX.

T.O. PARAPET

ADDITION

15' - 2"

S

TOP OF STONE

14'-8"

COLD-FORMED METAL

FRAMING

ALUMINUM

INTERMEDIATE

CHANNEL

PLASTIC ISOLATING

SHIM AS REQUIRED

EXT. GYP. SHEATHING

WATER-RESISTIVE

BARRIER

RIGID INSULATION

COLD-FORMED "Z"

THIN CALCIUM

SILICATE UNIT

SEALANT AND BACKER

ROD

TPO ROOF MEMBRANE

7" METAL FASCIA

TPO ROOF MEMBRANE

STRUCTURAL STEEL

FRAMING, SEE

STRUCT. DWGS.

ROOF SUBSTRATE

BOARD

RIGID INSULATION

ROOF VAPOR BARRIER

1/4" / 1'-0"

TPO ROOF MEMBRANE

TPO ROOF MEMBRANE

3/4" PLYWOOD

TREATED BLOCKING

AS REQUIRED

RIGID INSULATION

RIGID INSULATIONRIGID INSULATION

1 3/8"

1 3/8"

2"2"5/8"6"6 5/8"

1'-8"

T.O. STEEL

13' - 2"

MASONRY WEEP @ 24"

O.C. MAX.

GALVANIZED LOOSE

LINTEL - SEE STRUCT.

DWGS.

STAINLESS STEEL

FLASHING

FIRE RATED

STOREFRONT MULLION

FIRE RATED

INSULATED GLASS

FLEXIBLE FLASHING

BRICK (BR-1)

MORTAR NET

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

COLD-FORMED BOX

HEADER AS REQUIRED

GYPSUM BOARD

CORNER BEAD

SEALANT AND BACKER

ROD- BOTH SIDES

TREATED BLOCKING

AS REQUIRED

5/8" 6" 5/8" 2"

1 1/8" 3 5/8"

STAINLESS STEEL

FLASHING

FIRE RATED

STOREFRONT MULLION

FIRE RATED

INSULATED GLASS

BRICK (BR-1)

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

SEALANT AND BACKER

ROD, BOTH SIDES

WATER-RESISTIVE

BARRIER

TREATED BLOCKING

AS REQUIRED

GYPSUM BOARD

1/4"

COLD-FORMED METAL

FRAMING

SOLID SURFACE

WINDOW SILL

5/8"

1/8" 6"

5/8" 2" 2"

1 3/8"

1 3/8" THIN CALCIUM

SILICATE UNIT

SEALANT AND BACKER

ROD

ALUMINUM

INTERMEDIATE

CHANNEL

PLASTIC ISOLATING

SHIM AS REQUIRED

COLD-FORMED "Z"

RIGID INSULATION

WATER-RESISTIVE

BARRIER

STAINLESS STEEL

FLASHING

SEALANT AND BACKER

ROD- BEHIND CHANNEL

WEEPS

SEALANT AND BACKER

ROD

WINDOW HEAD

FRAMING MEMBER

INSULATED GLAZING

UNIT

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

COLD-FORMED BOX

HEADER AS REQUIRED

GYPSUM BOARD

CORNER BEAD

TREATED BLOCKING

AS REQUIRED

SCHEDULED CEILING

1"4 1/2"

INSULATED GLAZING

UNIT

WINDOW SILL FRAMING

MEMBER & SILL

RECEPTOR

SEALANT AND BACKER

ROD

STAINLESS STEEL

FLASHING

ALUMINUM TOP

CHANNEL

ALUMINUM

INTERMEDIATE

CHANNEL

THIN CALCIUM

SILICATE UNIT

COLD-FORMED "Z"

RIGID INSULATION

TREATED BLOCKING

AS REQUIRED

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

GYPSUM BOARD

SCHEDULED TILE

FINISH

1/4"

SOLID SURFACE

WINDOW SILL

1"4 1/2"

1 3/8"

1 3/8"

2"2"

5/8"

6"1/8"

5/8"

1/4"

FIRST FLOOR

0"

1'-8"

6" 5/8" 6" 5/8" 2"

1 1/8"

3 5/8"

SOLDIER COURSE

(BR-2)

BRICK (BR-2)

GRADE, HEIGHT

VARRIES

GROUT SOLID

RIGID INSULATION

STAINLESS STEEL

FLASHING

MASONRY WEEP @ 24"

O.C. MAX.

MORTAR NET

BRICK TIE

BRICK (BR-1)

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

GYPSUM BOARD

FOUNDATION, SEE

STRUCT.DWGS.

ANCHOR BOLT, SEE

STRUCT. DWGS.

FIRST FLOOR

0"

S 1'-8"

1 3/8"

1 3/8"

2"2"5/8"6"

3/4"

3/8"

5/8"

4 7/8"

SOLDIER COURSE

(BR-2)

BRICK (BR-2)

RIGID INSULATION

FOUNDATION, SEE

STRUCT.DWGS.

SEALANT AND BACKER

ROD W/ WEEEPS @ 24"

O.C.

THIN CALCIUM

SILICATE UNIT

COLD-FORMED "Z"

SEALANT AND BACKER

ROD

PLASTIC ISOLATING

SHIM AS REQUIRED

ALUMINUM BOTTOM

CHANNEL

STAINLESS STEEL

FLASHING

BRICK TIE

RIGID INSULATION

WATER-RESISTIVE

BARRIER

EXT. GYP. SHEATHING

COLD-FORMED METAL

FRAMING

3/4" PLYWOOD

GYPSUM BOARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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AS-522

DETAILS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1 1/2" = 1'-0"AS-522

11 FLOOR @ EXISTING WALL

SCALE: 1 1/2" = 1'-0"AS-522

6 CEILING @ EXISTING WALL

SCALE: 1 1/2" = 1'-0"AS-522

1 NEW ROOF @ EXISTING PARAPET

SCALE: 1 1/2" = 1'-0"AS-522

16 CORBELED BRICK DETAIL

SCALE: 1 1/2" = 1'-0"AS-522

3 COPING @ BRICK

SCALE: 1 1/2" = 1'-0"AS-522

2 COPING @ STONE VENEER

SCALE: 1 1/2" = 1'-0"AS-522

8 RATED WINDOW HEAD @ BRICK

SCALE: 1 1/2" = 1'-0"AS-522

13 RATED WINDOW SILL @ BRICK

SCALE: 1 1/2" = 1'-0"AS-522

7 WINDOW HEAD @ STONE VENEER

SCALE: 1 1/2" = 1'-0"AS-522

12 WINDOW SILL @ STONE VENEER

SCALE: 1 1/2" = 1'-0"AS-522

18 BRICK WALL @ FIRST FLOOR

SCALE: 1 1/2" = 1'-0"AS-522

17 STONE VENEER WALL @ FIRST fLOOR

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

CR-1

AS-800

AS-800

AS-800

6'-0"

SCHEDULED WALL BASE, TYP.

CR-1

GE PET/CT MACHINE NOT SHOWN

FOR CLARITY

CR-1

SCHEDULED WALL BASE, TYP.

GE PET/CT MACHINE REMOVED FOR CLARITY

LEAD LINED VIEW WINDOW

CR-1

WALL CABINET FOR

LASER GUIDE

IN-WALL UNITSTRUT,

COORDINATE WITH

MANUF. REP

OUTLINE OF STEEL

PLATE

PATIENT RAIL

SYSTEM

PATIENT LIFT

CR-1

SCHEDULED WALL

BASE, TYP.

GE PET/CT MACHINE REMOVED FOR CLARITY

CR-1

WALL CABINET FOR

LASER GUIDE

IN-WALL UNITSTRUT

COORDINATE WITH

MANUF. REP

OAV

CR-1

CR-1

OUTLINE OF STEEL

PLATE

MED GAS OUTLETS,

REFER TO PLUMBING

DRAWINGS

AS-800

AS-800

6'-0"

LEAD LINED

VIEW WINDOW

AS-800

SCHEDULED

WALL BASE, TYP.

SCHEDULED

WALL BASE, TYP.

EXPOSED COLUMN

DURING PHASE I

SCHEDULED

WALL BASE, TYP.

COUNTER

TOP

F L U

S H

V

A L V

E

ROBE

HOOK

(RH)

FRAMED

MIRROR

(FM)

SHOWER

CURTAIN

ROD

(SCR)

TOWEL

BAR

(TB)

ACCESSORIES

PAPER

TOWEL

DISPENSER

(PTD)

GRAB BAR

(GB)

TOILET

TISSUE

DISPENSER

(TTD)

SANITARY

NAPKIN

DISPOSAL

(SND)

URINAL

PLUMBING

LAVATORY TOILET DUPLEX RECEPT.,

DATA, INTERCOM

OR TELEPHONE

OUTLET

WALL SWITCH

OR DUPLEX

OUTLET

AT COUNTER

TOP

WALL SWITCH,

T-STAT,

PUSH PLATE

ELECTRICAL

TOILET

SEAT

COVER

DISPENSER

(SCD)

NOTE:

MOUNTING HEIGHTS ARE AS INDICATED UNLESS OTHERWISE NOTED.

BABY

CHANGING

STATION

(BCS)

FIRE

EXTINGUISHER

CABINET

(FEC)

A D

A

A D

A

S T

A N

D A

R D

C O

O R

D w

" 6

A

D A

S T

A N

D A

R D

" 4

CL

(39"- 41")

40"

(3

CL

MAX

12"

FINISHED WALL

CL

18"

36" MIN.

42"

C O

O R

D

W F

L U

S H

V A

L V

E

FLUSH

CONTROL

8"

24"

M

IN

M

A X

M

IN

24" TOILET TISSUE

DISPENSER

FINISHED

WALL

7"

SANITARY NAPKIN

DISPOSAL

GRAB BAR

GRAB BAR

M A

X

GLOVE

DISPENSER

SPECIMEN

PASS - THRU

CABINET

(SPC)

M

A X

M

IN

MOP BASIN

SERVICE FAUCET

& CONTROLS

MOP BROOM HOLDER

UTILITY SHELF

MOP AND BROOM

HOLDER WITH SHELF

WATER

COOLER

STANDING

A D

A

S T

A N

D A

R D

CLEARANCE

60" MIN.

CLEARANCE

56" MIN.

MOP AND BROOM

HOLDER WITH SHELF

(MBH)

FINISHED

WALL

16"-18"

CL

COMBINATION

TOWEL

DISP. AND

WASTE

RECEPT.

(CTD)

S T

A N

D A

R D

M

A X

A

D A

TOILET

EXISTING

MASONRY WALL

DURING PHASE I

EXPOSED FIRE PROOFED STEEL

COLUMN (DURING PHASE I)

OUTLINE OF NEW CONTROL

ROOM WINDOW AND DOOR

(PHASE II)

CR-1

CR-1

SCHEDULED WALL

BASE, TYP.

GE PET/CT MACHINE NOT SHOWN FOR CLARITY

EXHAUST GRILLE, REFER

TO MECH. DWGS.

WALL CABINET FOR

LASER GUIDE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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AS-700

INTERIOR ELEVATIONS - PHASE I SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-700

3 EXAM ROOM - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"AS-700

4 EXAM ROOM - WEST ELEVATION

SCALE: 1/4" = 1'-0"AS-700

2 EXAM ROOM - EAST ELEVATION

SCALE: 1/4" = 1'-0"AS-700

6 CONTROL ROOM - EAST ELEVATION

SCALE: 1/4" = 1'-0"AS-700

7 CONTROL ROOM - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"AS-700

5 CONTROL ROOM - NORTH ELEVATION

MOUNTING HEIGHTS LEGEND

SCALE: 1/4" = 1'-0"AS-700

8 CONTROL ROOM - WEST ELEVATION

SCALE: 1/4" = 1'-0"AS-700

1 EXAM ROOM - NORTH ELEVATION

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

AS-800

AS-800

AS-800

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

LL L

CG-1

WP-1

3"

WALL SCONCE

(PATIENT LIGHT)

EQ EQCL

SCHEDULED WALL

BASE, TYP.

OAV

CG-1

WP-1

WITH CURTAIN

CC-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

WP-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

SCHEDULED WALL

BASE, TYP.

GE PET/CT EQUIPMENT REMOVED FOR CLARITY

EXPOSED FIRE PROOFED

STEEL COLUMN,

ECU-1 SUSPENDED FROM

STRUCTURE ABOVE

GE PET/CT EQUIPMENT REMOVED FOR CLARITY

SCHEDULED WALL

BASE, TYP.

EXPOSED 1 HOUR

SPRAYED ON FIRE

PROOFING STEEL

COLUMN

GE PET/CT EQUIPMENT REMOVED FOR CLARITY

SCHEDULED WALL

BASE, TYP.

ECU-1 SUSPENDED FROM

STRUCTURE ABOVE

SCHEDULED WALL

BASE, TYP.

GE PET/CT EQUIPMENT REMOVED FOR CLARITY

REFER TO EQUIPMENT PLAN FOR EQUIPMENT INFORMATION

P1-06

ECU-1 SUSPENDED FROM

STRUCTURE ABOVE

P1-04

P1-07

REFER TO EQUIPMENT PLAN FOR EQUIPMENT INFORMATION

P1-08

P1-03

P1-11

P1-10

ECU-1 SUSPENDED FROM

STRUCTURE ABOVE

HTD-1

CWT-2

TR-1

GB-1

GB-3

TTD-1

CWT-2

TR-1

GB-2

FM-1

WALL SCONCE

CL

SD-1

CWT-3

CL

WALL HEATER, REFER

TO MECH. DWGS.

CTW-2

TR-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R

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AS-701

INTERIOR ELEVATIONS - PHASE I SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-701

5 PATIENT PREP 1C137I - NORTH

SCALE: 1/4" = 1'-0"AS-701

6 PATIENT PREP 1C137I - EAST

SCALE: 1/4" = 1'-0"AS-701

7 PATIENT PREP 1C137I - SOUTH

SCALE: 1/4" = 1'-0"AS-701

8 PATIENT PREP 1C137I - WEST

SCALE: 1/4" = 1'-0"AS-701

1 EQUIPMENT ROOM - NORTH ELEVATION

SCALE: 1/4" = 1'-0"AS-701

4 EQUIPMENT ROOM - WEST ELEVATION

SCALE: 1/4" = 1'-0"AS-701

3 EQUIPMENT ROOM - SOUTH ELEVATION

SCALE: 1/4" = 1'-0"AS-701

2 EQUIPMENT ROOM - EAST ELEVATION

SCALE: 1/4" = 1'-0"AS-701

9 TOILET ROOM C137J - NORTH

SCALE: 1/4" = 1'-0"AS-701

10 TOILET ROOM 1C137J - EAST

SCALE: 1/4" = 1'-0"AS-701

11 TOILET ROOM 1C137J - SOUTH

SCALE: 1/4" = 1'-0"AS-701

12 TOILET ROOM 1C137J - WEST

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

WALL SCONCE

(PATIENT LIGHT)

CL

CL

SCHEDULED WALL

BASE, TYP.

OAV

WP-1

EQEQ

WITH CURTAIN

CC-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

WP-1 3"

2'-0" 3'-0"

AS-800

AS-800

AS-800

SCHEDULED WALL

BASE, TYP.

LLL

WITH CURTAIN

CC-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

WP-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

CG-1

WP-1

3"

3'-0" 2'-0"

AS-800

AS-800

AS-800

SCHEDULED WALL

BASE, TYP.

L L L

WALL SCONCE

(PATIENT LIGHT)

SCHEDULED WALL

BASE, TYP.

AVO

CG-1

WP-1

EQ EQCL

WITH CURTAIN

CC-1

SCHEDULED WALL

BASE, TYP.

WITH CURTAIN

CC-1

WP-1

GB-1

GB-3

TTD-1

CTW-2

EQ EQ2'-0"

TR-1

GB-2

FM-1

WALL SCONCE

SD-1

CWT-3

CL

CL

HTD-1

CTW-26

TR-1

WALL HEATER, REFER

TO MECH. DWGS.

CWT-2

TR-1

SCHEDULED WALL

BASE, TYP.

CR-1

CR-1

OPEN TO BEYOND

SCHEDULED WALL

BASE, TYP.

HR-1 HR-1

CG-1CG-1 CG-1 CG-1

CR-1 CR-1

WALL HEATER, REFER

TO MECH. DWGS.

SCHEDULED WALL BASE, TYP.

CR-1 CR-1 CR-1

CG-1

CR-1 CR-1 CR-1

OPEN TO BEYOND

SCHEDULED WALL

BASE, TYP.

HR-1

CG-1

HR-1

2" EXP. JT.

CR-1CR-1

FEC

SCHEDULED WALL BASE, TYP.

CG-1

CG-1

EXPOSED FIRE PROOFED STEEL

COLUMN (DURING PHASE I)

CR-1

CR-1 CR-1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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A

M

AS-702

INTERIOR ELEVATIONS - PHASE I SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-702

5 PATIENT PREP 1C137L - NORTH

SCALE: 1/4" = 1'-0"AS-702

6 PATIENT PREP 1C137L - EAST

SCALE: 1/4" = 1'-0"AS-702

7 PATIENT PREP 1C137L - SOUTH

SCALE: 1/4" = 1'-0"AS-702

8 PATIENT PREP 1C137L - WEST

SCALE: 1/4" = 1'-0"AS-702

10 PATIENT PREP 1C137M - EAST

SCALE: 1/4" = 1'-0"AS-702

9 PATIENT PREP 1C137M - NORTH

SCALE: 1/4" = 1'-0"AS-702

11 PATIENT PREP 1C137M - SOUTH

SCALE: 1/4" = 1'-0"AS-702

12 PATIENT PREP 1C137M - WEST

SCALE: 1/4" = 1'-0"AS-702

2 TOILET ROOM 1C137K - EAST

SCALE: 1/4" = 1'-0"AS-702

1 TOILET ROOM 1C137K - NORTH

SCALE: 1/4" = 1'-0"AS-702

3 TOILET ROOM 1C137K - SOUTH

SCALE: 1/4" = 1'-0"AS-702

4 TOILET ROOM 1C137K - WEST

SCALE: 1/4" = 1'-0"AS-702

13 CORRIDOR C1-51D - NORTH

SCALE: 1/4" = 1'-0"AS-702

14 CORRIDOR C1-51D - WEST

SCALE: 1/4" = 1'-0"AS-702

15 CORRIDOR C1-51D - EAST

SCALE: 1/4" = 1'-0"AS-702

16 CORRIDOR C1-51C - NORTH

SCALE: 1/4" = 1'-0"AS-702

17 CORRIDOR C1-51C - SOUTH

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

WALL HEATER, REFER

TO MECH. DWGS.

CWT-2

TR-1

GB-3

GB-1

TTD-1

CWT-2

TR-1

FM-1

SD-1

GB-2

WALL SCONCE

CL

CWT-3

HTD-1

CWT-2

TR-1

SCHEDULED WALL BASE, TYP.

HR-1 HR-1

CG-1

2" EXP. JT.

CR-1 CR-1

SCHEDULED WALL

BASE, TYP.

CR-1

CG-1CG-1

WP-2

CR-1

SCHEDULED WALL

BASE, TYP.

HR-1HR-1

CR-1CR-1

OPEN TO BEYOND

SCHEDULED WALL

BASE, TYP.

HR-1

CG-1

EX. FEC

CR-1

SCHEDULED WALL

BASE, TYP.

CR-1

CG-1 CG-1

CR-1

CR-1

CR-1

OPEN TO BEYOND

SCHEDULED WALL

BASE, TYP.

CG-1

WP-2

SCHEDULED WALL

BASE, TYP.

FEC

AS-800

AS-800

AS-800

LEAD LINED

WINDOW

EQ

(4) EQUAL

EQ

SPACES

EQ EQ

GE PET/CT MACHINE NOT SHOWN FOR CLARITY

EX. CG-1 EX. CG-1

SCHEDULED WALL

BASE, TYP.

CR-1

CR-1

SCHEDULED WALL

BASE, TYP.

GE PET/CT MACHINE NOT SHOWN FOR CLARITY

EX. CG-1

REINSTALL EXISTING

CRASHRAIL

CR-1

EXISTING WALL

CABINET

EXISTING BASE

CABINET

EXISTING SOFFIT, PATCH AND

MATCH AS REQ'D. WITH NEW

CEILING SYSTEM

LEAD LINED

WINDOW

CR-1

3 1/2"X6" VERTICAL

PULL BOX

3 1/2"X18" VERTICAL

PULL BOX

SCHEDULED WALL

BASE, TYP.

GE PET/CT MACHINE NOT SHOWN FOR CLARITY

CR-1

CR-1

EX. CG-1

EXISTING PATIENT

LIFT SYSTEM

SCHEDULED WALL

BASE, TYP.

GE PET/CT MACHINE NOT SHOWN FOR CLARITY

CG-1 CG-1

EX. CG-1

RE-INSTALL EXISTING

CRASHRAILS

CR-1

CR-1

CR-1

CR-1

CR-1

CR-1

EXISTING PATIENT

LIFT SYSTEM

CG-1 CG-1

SCHEDULED BASE (TYP.)

CR-1

CR-1

WP-2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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AS-720

INTERIOR ELEVATIONS - PHASE II SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-720

2 TOILET ROOM 1C137F - NORTH

SCALE: 1/4" = 1'-0"AS-720

3 TOILET ROOM 1C137C - EAST

SCALE: 1/4" = 1'-0"AS-720

4 TOILET ROOM 1C137F - SOUTH

SCALE: 1/4" = 1'-0"AS-720

5 TOILET ROOM 1C137F - WEST

SCALE: 1/4" = 1'-0"AS-720

9 CORRIDOR C1-51B - NORTH

SCALE: 1/4" = 1'-0"AS-720

11 COORIDOR C1-51B - SOUTH

SCALE: 1/4" = 1'-0"AS-720

6 CORRIDOR C1-51A - NORTH

SCALE: 1/4" = 1'-0"AS-720

7 CORRIDOR C1-51A - EAST

SCALE: 1/4" = 1'-0"AS-720

8 CORRIDOR C1-51A - SOUTH

SCALE: 1/4" = 1'-0"AS-720

10 CORRIDOR C1-51B - EAST

SCALE: 1/4" = 1'-0"AS-720

1 CONTROL ROOM 1C137D - WEST

SCALE: 1/4" = 1'-0"AS-720

13 EXIST. EXAM ROOM - 1C137C NORTH

SCALE: 1/4" = 1'-0"AS-720

14 EXIST. EXAM ROOM - 1C137C EAST

SCALE: 1/4" = 1'-0"AS-720

15 EXIST. EXAM ROOM - 1C137C SOUTH

SCALE: 1/4" = 1'-0"AS-720

16 EXIST. EXAM ROOM - 1C137C WEST

SCALE: 1/4" = 1'-0"AS-720

12 CORRIDOR C1-51B WEST

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

SCHEDULED WALL

BASE, TYP.

WP-1

EX. CG-1

WALL SCONCE

(PATIENT LIGHT)

SCHEDULED WALL

BASE, TYP.

CL

CC-1

4'-5"

WP-1

3"

SCHEDULED WALL

BASE, TYP.

EXISTING

WALL CABINET

EXISTING

BASE CABINET

SCHEDULED WALL

BASE, TYP.

CC-1

WP-1

EX CG-1

SCHEDULED WALL

BASE, TYP.

WP-1

SCHEDULED WALL

BASE, TYP.

CC-1

WP-1

WALL SCONCE

(PATIENT LIGHT)

SCHEDULED WALL

BASE, TYP.

CL

CC-1

4'-5"

WP-1

3"

EXISTING WALL CABINET

EXISTING BASE CABINET

SCHEDULED WALL

BASE, TYP.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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AS-730

INTERIOR ELEVATIONS - PHASE III (DEDUCT

ALTERNATE #4)

SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-730

1 EXIST. PATIENT PREP - 1C137A NORTH

SCALE: 1/4" = 1'-0"AS-730

2 EXIST. PATIENT PREP - 1C137A EAST

SCALE: 1/4" = 1'-0"AS-730

3 EXIST. PATIENT PREP - 1C137A SOUTH

SCALE: 1/4" = 1'-0"AS-730

4 EXIST. PATIENT PREP - 1C137A WEST

SCALE: 1/4" = 1'-0"AS-730

5 EXIST. PATIENT PREP - 1C137B NORTH

SCALE: 1/4" = 1'-0"AS-730

8 EXIST. PATIENT PREP - 1C137B WEST

SCALE: 1/4" = 1'-0"AS-730

6 EXIST. PATIENT PREP - 1C137B EAST

SCALE: 1/4" = 1'-0"AS-730

7 EXIST. PATIENT PREP - 1C137B SOUTH

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

PLASTIC LAMINATE ON

MDF BASE CABINET

PLASTIC LAMINATE

ADJUST. SHELF

DRAWER

/2

/8

/8

/8

/8

3" SCHEDULED BASE

PROVIDE COMMON

BLOCKING, FURRING AND

HANGING DEVICES

SOLID SURFACE MATERIAL

COUNTERTOP AND

BACKSPLASH

25"

1/2"

PLASTIC LAMINATE ON

MDF BASE CABINET

PLASTIC LAMINATE

ADJUST. SHELF

/2

/8

/8

3" SCHEDULED BASE

PROVIDE COMMON

BLOCKING, FURRING AND

HANGING DEVICES

SOLID SURFACE

MATERIAL

COUNTERTOP AND

BACKSPLASH

25"

1/2"

BASE CABINET BACK

WALL

COMMON WOOD

BLOCKING

4" HIGH BACKSPLASH

6" 18 GA. CONTINUOUS

SHEET METAL REINF.

WALL CABINET BACK

WALL

COMMON WOOD

BLOCKING

6" 18 GA. CONTINUOUS

SHEET METAL REINF.

METAL SUPPORT

BRACKET

SCHEDULED BASE

PROVIDE COMMON

BLOCKING, FURRING AND

HANGING DEVICES

GROMMET, COORD.

LOCATIONS WITH

COR

25"

/2

SOLID SURFACE MATERIAL

COUNTERTOP AND

BACKSPLASH

1/2"

/2

1/2" SOLID SURFACE

MATERIAL

1 1/2"

EASED

EDGE

SUBSTRATE

1 1/2" DEPTH

PLASTIC LAMINATE ON

MDF BASE CABINET

SINK

/2

/8

/8

/8

/8

SCHEDULED BASE

PROVIDE COMMON

BLOCKING, FURRING AND

HANGING DEVICES

3"

SOLID SURFACE MATERIAL

COUNTERTOP AND

BACKSPLASH WITH DROP-

IN SINK

25"

1/2"

25"

" 1

/2

SOLID SURFACE

MATERIAL COUNTERTOP

AND BACKSPLASH WITH

INTEGRAL SINK

PROVIDE COMMON

BLOCKING, FURRING AND

HANGING DEVICES

PLASTIC LAMINATE SIDE

PANELS, TYP.

REMOVABLE PLASTIC

LAMINATE PANEL

SCHEDULED BASE

SOLID SURFACE

MATERIAL COUNTERTOP

WITH INTEGRAL SINK AND

BACKSPLASH

CORNER MOUNT BOWL AND

SIDE SPLASH MAY OCCUR, SEE

FLOOR PLANS FOR TYPE AND

LOCATION

PLAN VIEW

19"

1/2"

6"

/2

/2

1"

14"

PLASTIC LAMINATE ON ALL

EXPOSED SURFACES

PLASTIC LAMINATE ON

MDF ADJUST. SHELVES

PROVIDE COMMON

BLOCKING, FURRING

AND HANGING DEVICES

CEILING. SEE REFLECTED

CEILING PLANS FOR HEIGHTS.

GYP. BD. SOFFIT, REFER TO

INTERIOR ELEVATIONS

1"

GYPSUM BOARD SOFFIT

PLASTIC LAMINATE ON ALL

EXPOSED SURFACES

UNDER CABINET LIGHTING

MAY OCCUR; REFER TO

ELECTRICAL DWGS.

PLASTIC LAMINATE ON MDF

ADJUST. SHELVES

14"

PROVIDE COMMON

BLOCKING, FURRING

AND HANGING DEVICES

CEILING. SEE REFLECTED

CEILING PLANS FOR HEIGHTS.

GYP. BD. SOFFIT, REFER TO

INTERIOR ELEVATIONS

1"

GYPSUM BOARD SOFFIT

1. ALL BASE CABINETS, WALL CABINETS, AND TALL CABINETS SHALL BE

PLASTIC LAMINATE WITH FINISHED ENDS WHERE REQUIRED, UNLESS

OTHERWISE NOTED.

2. ALL WALL CABINETS SHALL HAVE PLASTIC LAMINATE FACE RAIL TO

CONCEAL UNDERCABINET LIGHT FIXTURE UNLESS OTHERWISE NOTED.

3. ALL COUNTERS AND SPLASHES SHALL BE PLASTIC LAMINATE WITH

FINISHED ENDS, UNLESS OTHERWISE NOTED.

4. ALL SPLASHES SHALL BE 4" HIGH, UNLESS OTHERWISE NOTED. RETURN ALL

SPLASHES AT SIDE WALLS.

5. ALL SHELVING INDICATED SHALL BE ADJUSTABLE, PLASTIC LAMINATE WITH

FINISHED EDGES, UNLESS OTHERWISE NOTED.

6. ALL FILLER PANELS, COUNTER SUPPORT PANELS, BACK PANELS, END

PANELS, AND CLOSURE PANELS SHALL BE PLASTIC LAMINATE, UNLESS

OTHERWISE NOTED.

7. ALL BACK PANELS AT KNEE SPACES SHALL BE REMOVABLE.

8. ALL DOORS AND DRAWERS MARKED WITH "L" INDICATED SHALL HAVE

LOCKS. REFER TO INTERIOR ELEVATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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M

AS-800

MILLWORK DETAILS SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 3/4" = 1'-0"AS-800

1 BASE CABINET WITH DRAWER

SCALE: 3/4" = 1'-0"AS-800

2 BASE CABINET

MILLWORK BLOCKING DETAILS

SCALE: 3/4" = 1'-0"AS-800

4 COUNTERTOP

EDGE DETAIL

SCALE: 3/4" = 1'-0"AS-800

3 BASE CABINET WITH SINK

SCALE: 3/4" = 1'-0"AS-800

7 SINK DETAIL

SCALE: 3/4" = 1'-0"AS-800

5 WALL CABINET

SCALE: 3/4" = 1'-0"AS-800

6 WALL CABINET WITH TASK LIGHTS

MILLWORK GENERAL NOTES

Revisions: Date:

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

AS-500

SQ

AS-500

9' - 0"

8' - 0"

8' - 0"

9' - 0"

9' - 0"

10' - 0"

10' - 0"

10' - 0"

EXPOSED TO STRUCTURE ABOVE

PATIENT RAIL

SYSTEM

PATIENT LIFT

RPON.1

1.7

2.4

2.5

2.9

Q.9

EQ EQ

AS-510

AS-510

AS-510

AS-510

CEILING PROVIDED

DURING PHASE II

6'-11" 6'-11" 6'-11" 6'-11"E Q 4

" EQ EQ

E Q

E

Q CC-1

CC-1

E Q

E Q

E Q

E Q

EQ EQ

EQ EQ

E Q

E Q

EQ EQ

7' - 2"

7' - 2"

7' - 2"

7' - 2"

CL

AS-511

CC-1

SD

SD

SD

SD SD

EQ EQ

1C137D

1C137G

1C137H

1C137I

1C137J

1C137K

1C137L

1C137M

C1-51D

C1-51C

EQ EQ

E Q

E Q

E Q

E Q

E Q

VERIFY LOCATION

WITH PHASE II WORK

VERIFY LOCATION

WITH PHASE II WORK

1C137C

1C137B1C137A

SP SP

SP

SDSD

1. CENTERLINES OF ROOM SHALL BE STARTING POINT OF CEILING

GRID LAYOUT, UNLESS OTHERWISE NOTED.

2. SPRINKLER HEADS, INCANDESCENT DOWNLIGHTS, DIFFUSERS,

ETC. SHALL BE CENTERED IN CEILING PANELS IN BOTH

DIRECTIONS, UNLESS OTHERWISE INDICATED.

3. DIFFUSERS AND RETURN GRILLES NOT SHOWN IN ROOMS

WITHOUT CEILINGS.

4. ALL CEILING HEIGHTS SHALL BE 8'-0" A.F.F. UNLESS OTHERWISE

NOTED.

5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EXIT

LIGHTS.

6. ALL SOFFITS AND VERTICAL SURFACES CONNECTING CEILINGS

AND/OR SOFFITS AT DIFFERENT ELEVATIONS SHALL BE

CONSTRUCTED OF METAL STUDS/FURRING AND GYPSUM

WALLBOARD, UNLESS OTHERWISE INDICATED.

7. P&M DENOTES PATCH TO MATCH EXISTING CONSTRUCTION AND

FINISHES. ALL PATCHING OF EXISTING MATERIAL SHALL BE

DONE WITH MATERIALS AND WORKMANSHIP MATCHING

ADJACENT SURFACES.

8. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS

REQUIRING CUTTING AND PATCHING DUE TO MECHANICAL

AND/OR ELECTRICAL WORK.

RETURN AIR DIFFUSER; REFER TO MECH. DWGS.

NEW ACOUSTICAL LAY-IN CEILING

RECESSED DOWN LIGHT; REFER

TO ELECT. DWGS.

SUSPENDED DIRECT/INDIRECT LINEAR

FIXTURE; REFER TO ELECT. DWGS.

GYPSUM BOARD CEILING OR SOFFIT

SUPPLY AIR DIFFUSER; REFER TO MECH. DWGS.

EXISTING ACOUSTICAL LAY-IN CEILING

2x2 RECESSED LED FIXTURE; REFER

TO ELECT. DWGS.

SD

CEILING HEIGHT SYMBOL

SMOKE DETECTOR; REFER TO ELECT. DWGS.

EXIT LIGHT; REFER TO ELECT. DWGS.

7'-10"

CUBICLE CURTAIN TRACK

WALL SCONCE; REFER TO ELECT. DWGS.

SP SPEAKER; REFER TO ELECT. DWGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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P E

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:1

:0

A

M

AS-901

FIRST FLOOR REFLECTED CEILING PLAN -

PHASE I

SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-901

1 FIRST FLOOR CEILING PLAN - PHASE I

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

NORTH

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

SQ

RPON.1

1.7

2.4

2.5

2.9

Q.9

10' - 0"

9' - 0"9' - 0"

EXISTING PATIENT LIFT , COORDINATE

WITH NEW CEILING AND LIGHT FIXTURES

ALIGN GRID

2'-0"

EQ EQ 1

AS-511

EXISTING SOFFIT

SD

SD SD

9' - 6"

" 2'-0"ALIGN

ALIGN

/4

ALIGN

EQ EQCL

1C137F

C1-51A

C1-51B

1C137C 1C137D

C1-51C

1C137G

C1-51D

1C137M

1C137L

1C137K

1C137J

1C137I1C137H

SP

SP

SP

SP SP

SP

SD

SD

SD SD SD SD

RETURN AIR DIFFUSER; REFER TO MECH. DWGS.

NEW ACOUSTICAL LAY-IN CEILING

RECESSED DOWN LIGHT; REFER

TO ELECT. DWGS.

SUSPENDED DIRECT/INDIRECT LINEAR

FIXTURE; REFER TO ELECT. DWGS.

GYPSUM BOARD CEILING OR SOFFIT

SUPPLY AIR DIFFUSER; REFER TO MECH. DWGS.

EXISTING ACOUSTICAL LAY-IN CEILING

2x2 RECESSED LED FIXTURE; REFER

TO ELECT. DWGS.

SD

CEILING HEIGHT SYMBOL

SMOKE DETECTOR; REFER TO ELECT. DWGS.

EXIT LIGHT; REFER TO ELECT. DWGS.

7'-10"

CUBICLE CURTAIN TRACK

WALL SCONCE; REFER TO ELECT. DWGS.

SP SPEAKER; REFER TO ELECT. DWGS.

1. CENTERLINES OF ROOM SHALL BE STARTING POINT OF CEILING

GRID LAYOUT, UNLESS OTHERWISE NOTED.

2. SPRINKLER HEADS, INCANDESCENT DOWNLIGHTS, DIFFUSERS,

ETC. SHALL BE CENTERED IN CEILING PANELS IN BOTH

DIRECTIONS, UNLESS OTHERWISE INDICATED.

3. DIFFUSERS AND RETURN GRILLES NOT SHOWN IN ROOMS

WITHOUT CEILINGS.

4. ALL CEILING HEIGHTS SHALL BE 8'-0" A.F.F. UNLESS OTHERWISE

NOTED.

5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EXIT

LIGHTS.

6. ALL SOFFITS AND VERTICAL SURFACES CONNECTING CEILINGS

AND/OR SOFFITS AT DIFFERENT ELEVATIONS SHALL BE

CONSTRUCTED OF METAL STUDS/FURRING AND GYPSUM

WALLBOARD, UNLESS OTHERWISE INDICATED.

7. P&M DENOTES PATCH TO MATCH EXISTING CONSTRUCTION AND

FINISHES. ALL PATCHING OF EXISTING MATERIAL SHALL BE

DONE WITH MATERIALS AND WORKMANSHIP MATCHING

ADJACENT SURFACES.

8. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS

REQUIRING CUTTING AND PATCHING DUE TO MECHANICAL

AND/OR ELECTRICAL WORK.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

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M

AS-902

FIRST FLOOR REFLECTED CEILING PLAN -

PHASE II

SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-902

1 FIRST FLOOR CEILING PLAN - PHASE II

REFLECTED CEILING PLAN LEGEND

REFLECTED CEILING PLAN GENERAL NOTES

NORTH

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

SQ

RPON.1

1.7

2.4

2.5

2.9

Q.9

8' - 0" 8' - 0"

2'-0"

E Q

E Q

E Q

E Q

CC-1CC-1

EXIST. GYP. SOFFIT EXIST. GYP. SOFFIT

2'-0"

1C137F C1-51B

C1-51A

C1-51C

C1-51D

1C137M

1C137L

1C137K

1C137J

1C137I

1C137H

1C137G

1C137D

1C137C

1C137B

1C137A

SP

SP SP

SP

SP SD

SD

SD SD

SD

SP

SD SD SD SD

1. CENTERLINES OF ROOM SHALL BE STARTING POINT OF CEILING

GRID LAYOUT, UNLESS OTHERWISE NOTED.

2. SPRINKLER HEADS, INCANDESCENT DOWNLIGHTS, DIFFUSERS,

ETC. SHALL BE CENTERED IN CEILING PANELS IN BOTH

DIRECTIONS, UNLESS OTHERWISE INDICATED.

3. DIFFUSERS AND RETURN GRILLES NOT SHOWN IN ROOMS

WITHOUT CEILINGS.

4. ALL CEILING HEIGHTS SHALL BE 8'-0" A.F.F. UNLESS OTHERWISE

NOTED.

5. REFER TO ELECTRICAL DRAWINGS FOR LOCATION OF EXIT

LIGHTS.

6. ALL SOFFITS AND VERTICAL SURFACES CONNECTING CEILINGS

AND/OR SOFFITS AT DIFFERENT ELEVATIONS SHALL BE

CONSTRUCTED OF METAL STUDS/FURRING AND GYPSUM

WALLBOARD, UNLESS OTHERWISE INDICATED.

7. P&M DENOTES PATCH TO MATCH EXISTING CONSTRUCTION AND

FINISHES. ALL PATCHING OF EXISTING MATERIAL SHALL BE

DONE WITH MATERIALS AND WORKMANSHIP MATCHING

ADJACENT SURFACES.

8. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL AREAS

REQUIRING CUTTING AND PATCHING DUE TO MECHANICAL

AND/OR ELECTRICAL WORK.

RETURN AIR DIFFUSER; REFER TO MECH. DWGS.

NEW ACOUSTICAL LAY-IN CEILING

RECESSED DOWN LIGHT; REFER

TO ELECT. DWGS.

SUSPENDED DIRECT/INDIRECT LINEAR

FIXTURE; REFER TO ELECT. DWGS.

GYPSUM BOARD CEILING OR SOFFIT

SUPPLY AIR DIFFUSER; REFER TO MECH. DWGS.

EXISTING ACOUSTICAL LAY-IN CEILING

2x2 RECESSED LED FIXTURE; REFER

TO ELECT. DWGS.

SD

CEILING HEIGHT SYMBOL

SMOKE DETECTOR; REFER TO ELECT. DWGS.

EXIT LIGHT; REFER TO ELECT. DWGS.

7'-10"

CUBICLE CURTAIN TRACK

WALL SCONCE; REFER TO ELECT. DWGS.

SP SPEAKER; REFER TO ELECT. DWGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

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 STAMPCONSULTANTS

321 4 5 6 7 8 9 10

PHILIP P. KIRK

CHIEF ENGINEER

552-CSI-162

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

Arch. Proj. No.:

C U s e rs

\j c h o \D o c u m e n ts

\R

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:0

A

M

AS-903

FIRST FLOOR REFLECTED CEILING PLAN -

PHASE III (DEDUCT ALTERNATE #4)

SITE PREP FOR PET/CT

REPLACEMENT

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

09/16/2020 CE/RG Author

BID & CONSTRUCTION

(REVISED)18111

SCALE: 1/4" = 1'-0"AS-903

1 FIRST FLOOR CEILING PLAN - PHASE III

REFLECTED CEILING PLAN GENERAL NOTES

REFLECTED CEILING PLAN LEGEND

NORTH

Revisions: Date:

35% SUBMISSION 12-12-2019

65% SUBMISSION 02-24-2020

65% RE-SUBMISSION 03-31-2020

95% SUBMISSION 05-08-2020

BID & CONSTRUCTION 06-12-2020

PARTITION TYPE 'C'

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON EACH SIDE

OF 3 5/8" METAL STUDS @ 16" O.C.

PARTITION TYPE 'D'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON EACH

SIDE OF 3 5/8" METAL STUD @ 16"O.C.

PARTITION AT FLOOR PARTITION AT FLOOR

PARTITION AT CEILING

STRUCTURE ABOVE

DEFLECTION JOINT

CONTINUOUS RUNNER

TRACK

CONTINUOUS

ACOUSTICAL

SEALANT

CONT. RUNNER TRACK

CORRIDOR SIDE

INFILL VOID AREAS

W/ SOUND

BLANKET

STRUCTURE ABOVE SMOKESTOP ALL VOID

AREAS TIGHT TO

UNDERSIDE OF

STRUCTURE W/ SAFING

14 GA. STL PLATE AS REQ.

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

HEAD OF PARTITION

CONCRETE SLAB

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

4 7/8" 4 7/8"

SOUND

ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

SOUND

ATTENUATION

BLANKET

CONTINUOUS RUNNER

TRACK

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

SOUND

ATTENUATION

BLANKET

DEFLECTION JOINT

14 GA. STEEL

PLATE AS

REQUIRED

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

SOUND

ATTENUATION

BLANKET

CONTINUOUS

RUNNER TRACK

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

SOUND

ATTENUATION

BLANKET

SOUND

ATTENUATION

BLANKET

CEILING SYSTEM

EXTEND GYP. BD. 6"

ABOVE CEILING, THIS

SIDE

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL

SEALANT

CONTINUOUS

RUNNER TRACK

CEILING

STRAP BRIDGING

STRUCTURE ABOVE

EXTEND GYP.

BD. 6" ABOVE

CEILING

DEFLECTION JOINT

CONT. RUNNER TRACK

EXISTING CONSTR.

OR NEW MASONRY

CONSTR. (SEE PLANS

FOR SPECIFIC

CONDITIONS)

SOUND ATTENUATION

BLANKET

4 1/4"

EXISTING CONSTR.

OR NEW MASONRY

CONSTR. (SEE PLANS

FOR SPECIFIC

CONDITIONS)

PARTITION TYPE 'G'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

OF 3 5/8" METAL STUD FURRING @ 16" O.C.

PARTITION AT FLOOR

PARTITION AT CEILING

HEAD OF PARTITION

EXISTING CEILING

EXISTING FLOOR (SLAB)

METAL TRACK FOR 3 5/8"

STUD OR 2X TOP PLATE

METAL RUNNER FOR 3 5/8"

METAL STUD OR 2X SILL

PLATE

5/8" EXTERIOR GRADE

PLYWOOD OR 5/8" GYP.

BD. W/ LEVEL 4 FINISH

PUBLIC SIDE CONSTRUCTION SIDE

MAX GAP OF 1/4" BETWEEN

EXISTING CEILING AND

TOP OF WALL

TEMPORARY CONSTRUCTION

BARRIER DETAIL

EXISTING CEILING

EXISTING FLOOR (SLAB)

METAL TRACK FOR 8"

STUD OR 2X TOP PLATE

METAL RUNNER FOR 8" METAL

STUD OR 2X SILL PLATE

5/8" GYP. BD. W/ LEVEL

4 FINISH

PUBLIC SIDE CONSTRUCTION SIDE

MAX GAP OF 1/4" BETWEEN

EXISTING CEILING AND

TOP OF WALL

SPRAY APPLIED VAPOR BARRIER

ON EXTERIOR GRADE PLYWOOD

TEMPORARY CONSTRUCTION BARRIER

WHERE EXPOSED TO ELEMENTS

PARTITION TYPE 'LG3'

PARTITION AT FLOOR

PARTITION AT CEILING

STRUCTURE ABOVE

DEFLECTION JOINT

CONTINUOUS

RUNNER TRACK

CONTINUOUS

ACOUSTICAL SEALANT

CEILING SYSTEM

CONT. RUNNER TRACK

CORRIDOR SIDE

STRUCTURE ABOVE SMOKESTOP ALL VOID AREAS

TIGHT TO UNDERSIDE OF

STRUCTURE W/ SAFING

14 GA. STL PLATE

AS REQ.

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

CONTINUOUS

RUNNER TRACK

SOUND ATTENUATION

BLANKET

EXTEND GYP. BD. 6"

ABOVE CEILING, THIS

SIDE

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

SOUND ATTENUATION

BLANKET

SOUND

ATTENUATION

BLANKET

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF 3 5/8"

METAL STUD @ 16" O.C. AND (1) LAYER OF LEAD

PANEL ON 3/4" PLYWOOD AND GYP. BD.

LEAD LINING ON 3/4"

PLYWOOD

PARTITION TYPE 'LB'

PARTITION AT FLOOR

CONTINUOUS RUNNER

TRACK EACH SIDE

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON 20 GA 3 5/8"

METAL STUD @ 16"O.C. ON EACH SIDE OF

LEAD BRICK

LEAD BRICKS

EXISTING CONSTR.

OR NEW MASONRY

CONSTR. (SEE PLANS

FOR SPECIFIC

CONDITIONS)

EXISTING CONSTR.

OR NEW MASONRY

CONSTR. (SEE PLANS

FOR SPECIFIC

CONDITIONS)

CEILING

EXTEND GYP.

BD. 6" ABOVE

CEILING

CONTINUOUS

ACOUSTICAL

SEALANT

PARTITION TYPE 'LH'

NON-RATED

(1) LAYER OF 5/8" LEAD LINED GYP. BD. ON

ONE SIDE OF 7/8" METAL FURRING @ 16" O.C.

PARTITION AT FLOOR

PARTITION AT CEILING

LEAD LINING

1/4" AIR CAVITY

PARTITION TYPE 'LB1'

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON 3 5/8" METAL

STUD @ 16"O.C. ONE SIDE OF LEAD BRICK

AND 20 GA 3 5/8" METAL STUD @ 16" O.C.

PARTITION TYPE 'LG'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. AND (1) LAYER OF LEAD

LINED GYP. BD. ON 3 5/8" METAL STUD @ 16"O.C.

PARTITION AT FLOOR

INFILL VOID AREAS

W/ SOUND BLANKET

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

SOUND

ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

SOUND

ATTENUATION

BLANKET

CONTINUOUS RUNNER

TRACK

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

SOUND ATTENUATION

BLANKET

14 GA. STEEL PLATE

AS REQUIRED

LEAD LINING

PARTITION TYPE 'LG1'

NON-RATED

(1) LAYER OF LEAD LINED GYP. BD. ON ONE SIDE

3 5/8" METAL STUD @ 16"O.C.

PARTITION TYPE 'LG2'

NON-RATED

(1) LAYER OF LEAD LINED GYP. BD. ON EACH SIDE

6" METAL STUD @ 16"O.C.

INFILL VOID AREAS

W/ SOUND BLANKET

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

STRUCTURE ABOVE

SOUND ATTENUATION

BLANKET

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

STRUCTURE ABOVE

CONTINUOUS RUNNER

TRACK EACH SIDE

DEFLECTION JOINT

EACH SIDESOUND ATTENUATION

BLANKET

14 GA. STEEL PLATE

AS REQUIRED

PARTITION TYPE 'LP'

PARTITION AT FLOOR

PARTITION AT CEILING

STRUCTURE ABOVE

DEFLECTION JOINT

CONTINUOUS

RUNNER TRACK

CONTINUOUS

ACOUSTICAL SEALANT

CEILING SYSTEM

CONT. RUNNER TRACK

CORRIDOR SIDE

STRUCTURE ABOVE SMOKESTOP ALL VOID AREAS

TIGHT TO UNDERSIDE OF

STRUCTURE W/ SAFING

14 GA. STL PLATE

AS REQ.

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

CONTINUOUS

RUNNER TRACK

SOUND ATTENUATION

BLANKET

EXTEND GYP. BD. 6"

ABOVE CEILING, THIS

SIDE

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

SOUND ATTENUATION

BLANKET

SOUND

ATTENUATION

BLANKET

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF 3 5/8"

METAL STUD @ 16" O.C. AND (1) LAYER OF LEAD

PANEL ON 3/4" PLYWOOD AND GYP. BD.

LEAD LINING ON 3/4"

PLYWOOD

PARTITION TYPE 'LP1'

NON-RATED SMOKE PARTITION

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF 6"

METAL STUD @ 16" O.C. AND (1) LAYER OF LEAD

PANEL ON 3/4" PLYWOOD AND GYP. BD.

3/4" PLYWOOD

3/4" PLYWOOD

3/4" PLYWOOD

PARTITION AT FLOOR

INFILL VOID AREAS

W/ SOUND BLANKET

HEAD OF PARTITION

METAL DECK PERPENDICULAR TO FLUTES

HEAD OF PARTITION

METAL DECK PARALLEL TO FLUTES

SOUND ATTENUATION

BLANKET

CONTINUOUS

ACOUSTICAL SEALANT

EACH SIDE

STRUCTURE ABOVE

SOUND

ATTENUATION

BLANKET

CONTINUOUS

RUNNER TRACK

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

STRUCTURE ABOVE

CONTINUOUS

RUNNER TRACK

DEFLECTION JOINT

SOUND ATTENUATION

BLANKET

14 GA. STEEL PLATE

AS REQUIRED

LEAD LINING ON 3/4"

PLYWOOD

PARTITION TYPE 'LP2'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE OF 6" METAL

STUD @ 16" O.C. AND (1) LAYER OF LEAD PANEL ON

3/4" PLYWOOD AND GYP. BD. ON OTHER SIDE

PARTITION TYPE 'LP3'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

OF 3 5/8" METAL STUD @ 16" O.C.

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

REFER TO SHIELDING REPORT FOR

THICKNESS AND HEIGHT OF LEAD LINING

PARTITION TYPE 'G1'

NON-RATED

(1) LAYER OF 5/8" GYP. BD. ON ONE SIDE

OF 6" METAL STUD FURRING @ 16" O.C.

1. PARTITIONS SHALL BE 16" O.C. AND EXTEND/TERMINATE AT THE UNDERSIDE

OF STRUCTURE ABOVE, UNLESS OTHERWISE NOTED.

2. PROVIDE 5/8” TYPE ‘X’ GYPSUM BOARD AT PARTITIONS. LOCATION OF

GYPSUM BOARD TYPES MAY VARY. AT WALLS RECEIVING TILE FINISH,

PROVIDE THE FOLLOWING BACKING IN LIEU OF INDICATED GYPSUM BOARD:

WET WALLS / SHOWER WALLS - 5/8" CEMENT BACKER BOARD, OTHER

WALLS NO RECEIVING TILE - 5/8" MOISTURE AND MOLD RESISTANT GYPSUM

BOARD.

3. PROVIDE METAL STUD DEFLECTION REQUIREMENTS AS INDICATED AND AS

RECOMMENDED BY METAL STUD MANUFACTURER.

4. PROVIDE DIAGONAL BRACING TO STRUCTURE PER STUD MFG.

RECOMMENDATIONS ABOVE AT DOOR HEADS GREATER THAN 3’-0’ WIDE.

5. DOOR OPENING FRAMING (WHETHER RATED OR NON-RATED) SHALL BE

MINIMUM 20 GAUGE STUDS WITH A SINGLE STUD JAMB FOR STANDARD

WEIGHT DOORS AND DOUBLE STUD JAMB FOR HEAVY WEIGHT / DOUBLE

DOORS IN ACCORDANCE WITH GYPSUM ASSOCIATION STANDARD GA-219.

6. ALL FIRE RATED PARTITIONS TO MEET THE REQUIREMENTS OF AND MUST

BE IN COMPLIANCE WITH UL.

7. REFER TO LIFE SAFETY PLAN(S) FOR LOCATION OF FIRE RATED AND/OR

SMOKE PARTITIONS.

8. PROVIDE FIRESTOP TRACKS AT FIRE RATED ASSEMBLIES.

9. PROVIDE FLUSH…