36C25020B0030-005.pdf

AE-400

AE-4012

AE-401

RESURFACE PARKING LOT; REFER TO CIVIL

DRAWINGS FOR ADDITIONAL INFORMATION.

MATCH EXISTING PARKING SPACES LOCATIONS

5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 11'-0" 12'-5 1/2" (+/-)

/8

NEW GRASS

AREA

NEW CONC.

CURB

50'-0" 25'-0"

5'-0" 9'-0"

NEW PARKING

SPACE AND

PAINTED

ISLAND

NEW PAINTED

ISLANDS

3'-6" 9'-0"

NEW GRASS AREA

EXISTING GRASS

AREA TO REMAIN

EXISTING

GRASS AREA

NEW CONCRETE

SIDEWALK CONNECTION

EXISTING SIDEWALK

EXISTING SIDEWALK

TEMPORARY ENTRANCE

DURING CONSTRUCTION.

R 2'-9

R

'-6

R 1'-9

24'-0"

25'-3"

EXISTING PARKING SPACES

NEW CONCRETE

SIDEWALK

EXISTING

LANDSCAPED

AREA

EXISTING

LANDSCAPED AREA

EXISTING

CONCRETE

SIDEWALK

EXISTING MRI

BUILDING 335

EXISTING

CONCRETE

SIDEWALK

EXISTING

COURTYARD

1. REFER TO TOPOGRAPHIC SURVEY PROVIDED FOR REFERENCE ONLY FOR

EXISTING SITE CONDITIONS.

2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS

INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT ARCHITECT

FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

3. UTILITY LINE LOCATIONS INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC

AND APPROXIMATE. LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK. EACH CONTRACTOR WORKING NEAR ANY UTILITY

LINE, WHICH MAY OR MAY NOT BE INDICATED ON THE CONTRACTOR WORKING

NEAR ANY UTILITY LINE, WHICH MAY OR MAY NOT BE INDICATED ON THE

DRAWINGS, SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES

WHICH ARE IN THE AREA OF WORK.

4. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED.

5. ALL DIMENSIONS TO FACE OF BUILDING EXTERIOR WALLS UNLESS OTHERWISE

NOTED.

6. NEW FINISH ELEVATIONS AND FINISHED CONTOURS ARE FOR CONTROL ONLY,

THE PROFILES FORMED SHALL BE SMOOTH AND CONTINUOUS.

7. WHEN TWO GRADES OF OPPOSITE SLOPE MEET, A 50'-0" (MIN.) VERTICAL CURVE

SHALL BE FORMED TO BLEND GRADES TOGETHER INTO A SMOOTH CONTINUOUS

CURVE.

8. NEW FINISHED GRADES SHALL MEET AND MATCH EXISTING SITE GRADES AT

EXISTING ROADS, PAVEMENT, BUILDING AND PARKING LOTS.

9. EXISTING MANHOLES, GAS VALVES, WATER VALVES OR OTHER UTILITY BOXES

WITHIN LIMITS OF NEW WORK SHALL BE ADJUSTED TO GRADE AT ELEVATION

INDICATED.

10. AREAS NOT PAVED SHALL HAVE SUBGRADES 4" (MIN.) BELOW PROPOSED FINISH

ELEVATIONS INDICATED. SEE DETAILS FOR SUBGRADE DEPTHS AT PAVED

AREAS.

11. CONCRETE PAVEMENT, WALKS AND CURBS SHALL BE STAKED AND APPROVED

BY ARCHITECT PRIOR TO STARTING CONCRETE WORK.

12. SCORE CONCRETE WALKS AND/OR PAVEMENT AS INDICATED ON DRAWINGS.

PROVIDE AND INSTALL 1/2" PREMOLDED EXPANSION JOINT AT 25'-0" O.C. (MAX.)

AND WHERE WALKS ABUT EXISTING OR NEW CONCRETE PAVEMENT, AS WELL

AS AROUND EXISTING OR NEW STRUCTURES, WALLS AND COLUMNS.

13. COORDINATE AND MAINTAIN TEMPOARY ENTRANCE WITH COR. PROTECT

TEMPORARY ENTRANCE DURING CONSTRUCTION.

14. MAINTAIN MAXIMUM PARKING SPACE COUNT DURING CONSTRUCTION.

COORDINATE CONSTRUCTION FENCE WITH COR.

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :3

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ARCHITECTURAL SITE PLAN

AE-200

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/16" = 1'-0"AE-200

1 ARCHITECTURAL SITE PLAN

SITE GENERAL NOTES

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

BID & CONSTRUCTION 12/19/2019

CAM REVIEW 02/21/2020

AE-4012

AE-401

EXTENT OF PARKING LOT REWORK, REFER

TO CIVIL DRAWINGS FOR ADDITIONAL

INFORMATION. COORDINATE WITH COR

EXISTING PARKING LOT TO REMAIN

NEW GRASS AREA

EXISTING GRASS

AREA TO REMAIN

EXISTING GRASS

AREA TO REMAIN

NEW CONCRETE

SIDEWALK CONNECTION

EXISTING SIDEWALK

EXISTING SIDEWALK

5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 8'-0" 5'-0" 11'-0" 12'-5 1/2" (+/-)

3'-6" 9'-0"

5'-0" 9'-0"

NEW GRASS

AREA

NEW CONC. CURB

NEW PARKING

SPACE AND

PAINTED ISLAND

NEW PAINTED

ISLANDS

50'-0" 25'-0"

/8

TEMPORARY ENTRANCE

DURING CONSTRUCTION.

EXISTING

LANDSCAPED

AREA

EXISTING

LANDSCAPED AREA

EXISTING

CONCRETE

SIDEWALK

1. REFER TO TOPOGRAPHIC SURVEY PROVIDED FOR REFERENCE ONLY FOR

EXISTING SITE CONDITIONS.

2. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK. WHEN DIMENSIONS AND/OR CONDITIONS AS

INDICATED ON THE DRAWINGS CONFLICT WITH ACTUAL, CONTACT ARCHITECT

FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK.

3. UTILITY LINE LOCATIONS INDICATED ON THE DRAWINGS ARE DIAGRAMMATIC

AND APPROXIMATE. LOCATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO

COMMENCEMENT OF WORK. EACH CONTRACTOR WORKING NEAR ANY UTILITY

LINE, WHICH MAY OR MAY NOT BE INDICATED ON THE CONTRACTOR WORKING

NEAR ANY UTILITY LINE, WHICH MAY OR MAY NOT BE INDICATED ON THE

DRAWINGS, SHALL BE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES

WHICH ARE IN THE AREA OF WORK.

4. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED.

5. ALL DIMENSIONS TO FACE OF BUILDING EXTERIOR WALLS UNLESS OTHERWISE

NOTED.

6. NEW FINISH ELEVATIONS AND FINISHED CONTOURS ARE FOR CONTROL ONLY,

THE PROFILES FORMED SHALL BE SMOOTH AND CONTINUOUS.

7. WHEN TWO GRADES OF OPPOSITE SLOPE MEET, A 50'-0" (MIN.) VERTICAL CURVE

SHALL BE FORMED TO BLEND GRADES TOGETHER INTO A SMOOTH CONTINUOUS

CURVE.

8. NEW FINISHED GRADES SHALL MEET AND MATCH EXISTING SITE GRADES AT

EXISTING ROADS, PAVEMENT, BUILDING AND PARKING LOTS.

9. EXISTING MANHOLES, GAS VALVES, WATER VALVES OR OTHER UTILITY BOXES

WITHIN LIMITS OF NEW WORK SHALL BE ADJUSTED TO GRADE AT ELEVATION

INDICATED.

10. AREAS NOT PAVED SHALL HAVE SUBGRADES 4" (MIN.) BELOW PROPOSED FINISH

ELEVATIONS INDICATED. SEE DETAILS FOR SUBGRADE DEPTHS AT PAVED

AREAS.

11. CONCRETE PAVEMENT, WALKS AND CURBS SHALL BE STAKED AND APPROVED

BY ARCHITECT PRIOR TO STARTING CONCRETE WORK.

12. SCORE CONCRETE WALKS AND/OR PAVEMENT AS INDICATED ON DRAWINGS.

PROVIDE AND INSTALL 1/2" PREMOLDED EXPANSION JOINT AT 25'-0" O.C. (MAX.)

AND WHERE WALKS ABUT EXISTING OR NEW CONCRETE PAVEMENT, AS WELL

AS AROUND EXISTING OR NEW STRUCTURES, WALLS AND COLUMNS.

13. COORDINATE AND MAINTAIN TEMPOARY ENTRANCE WITH COR. PROTECT

TEMPORARY ENTRANCE DURING CONSTRUCTION.

14. MAINTAIN MAXIMUM PARKING SPACE COUNT DURING CONSTRUCTION.

COORDINATE CONSTRUCTION FENCE WITH COR.

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :3

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ARCHITECTURAL SITE PLAN - DEDUCT

ALTERNATE #4

AE-210

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/16" = 1'-0"AE-210

1 ARCHITECTURAL SITE PLAN - DEDUCT ALTERNATE #4

NORTH

SITE GENERAL NOTES

Revisions Date

95% CD SUBMISSION 10/07/2019

DROP-OFF ZONE

R

P.5

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

/8

9'-0 1/4" +/-

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8" 1'-6"

A106

DRESSING

A107

DRESSING

A108

OFFICE

A110

EQUIPMENT

A111

MRI ROOM

A112

CONTROL ROOM

A113

TOILET

A101

LOBBY/WAITING

A100

VESTIBULE

AE-800 3

27'-5 1/4" 8'-0" 12'-9 1/2"

7'-8 3/4" 14'-7 3/4"

/8

/8

/8

X130

TOILET

X129

TOILET

X127

TOILET

X126

STAFF WORK

X112

RECEPTION

X124

DRESSING

X125

DRESSING

X128

SUB WAIT

X114

DATA

X115

ELECTRICAL

X116

VIEW/CONSULT

X120

STAFF RADIOLOGIST

X121

PROF. NON-PHYSICIAN

X119

EQUIPMENT

A102

ENTRANCE HALL

E131

EX. CORRIDOR

A105

SUB WAITING

A104

PREP AREA

A103

ENTRANCE

E132

EX. CORRIDOR

E113

EX. CORRIDOR

X123

CORRIDOR

X122

CORRIDOR

X117

CLEAN SUPPLY

X118

CLEAN SUPPLY

A102A

A A

A A

A A

A105A

A108A

A112A A111A

A110B

A100B

A100A

A110A

C

AE-800

AE-800 8

AE-500

AE-505

A109

CORRIDOR

A A

/8 "9'-3 5/8" 8'-2 3/8"

C

C

G

C C

C

DD

C

D

G

C

CC

G

C

C

G

1'-1 3/8"

AE-505

SIM.

7.3

AE-501

AE-801

AE-800

AE-801

7'-7"

28'-4 7/8"

AE-500

AE-801 6

AE-801

AE-801

AE-501

/4

D

AE-502

CG-1CG-1

CG-2

CG-1

CG-1

5'-10 3/4"

2'-0" 4'-0" 2'-0" 8'-0" 2'-0"

11'-0"10'-0"6'-7 5/8" 3'-4 1/2"

2'-11 3/4"

29'-2"

LANDSCAPE

AREA

CONCRETE SIDEWALK

13'-5"

/8

R 25'-0"

EXTENT OF RECESSED SLAB (- 1 7/8")

COORDINATE WITH RF PANEL AND

MRI EQUIPMENT MANUFACTURER

/8

/4

6" 28'-8" 6 5/8"

DENOTES

RELOCATED LIGHT

BOLLARD (TYP.)

DENOTES RELOCATED

CONCRETE FILLED

STEEL BOLLARD (TYP.)

2'-0"

5'-0" 6'-6" 5'-0"

AE-510

B

F.D.

F.D.

D

ALIGN

CG-1CG-1

CG-1

CG-1CG-1

AE-801

/4

K N

O C

K -O

U T

P A

N E

L

/8

24'-0"

AE-500

AE-700

8 13

/8

NEW ASPHALT PAVMENT,

REFER TO CIVIL DRAWINGS

AE-400

AE-700

AE-700

9AE-700

ELECTRICAL PANELS;

REFER TO ELECT. DWGS.

AE-700

ALIGN

AE-700

AE-700

AE-700

AE-800

TYP.

MAGNET ISOCENTER

20'-0"

RADIATION SHIELDING (GAUSS LINE

SHIELDING). REFER TO SIEMENS

SHIELDING REPORT FOR ADDITIONAL

INFORMATION. COORDINATE WITH COR

OUTLINE OF ROOF CANOPY

PAINTED ISLAND

R 2'-9"

T Y P

11.25°

T Y

P

.2

TYP.

11.25°

1. ALL EXTERIOR DIMENSIONS TO FACE OF

CONCRETE WALL, FACE OF BRICK, OR FACE OF

EXISTING WALL UNLESS NOTED OTHERWISE.

2. ALL MASONRY OPENING DIMENSIONS ARE

NOMINAL (NOM.) UNLESS OTHERWISE NOTED .

3. ALL INTERIOR PARTITION DIMENSIONS TO FACE OF

CONCRETE BLOCK, FACE OF GYPSUM WALL

BOARD, OR FACE OF EXISTING WALL UNLESS

OTHERWISE NOTED.

4. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE

FIELD PRIOR TO COMMENCEMENT OF WORK.

WHEN DIMENSIONS AND/OR CONDITIONS AS

INDICATED ON THE DRAWINGS CONFLICT WITH

ACTUAL, CONTACT ARCHITECT FOR

CLARIFICATION BEFORE PROCEEDING WITH

WORK.

5. NO ATTEMPT HAS BEEN MADE TO SHOW

SECTIONS CUTS OR DETAIL DESIGNATORS AT ALL

LOCATIONS WHERE SIMILAR CONDITIONS OCCUR.

6. ANY MATERIAL INDICATIONS OR NOTES SHOWN

ON ONE SECTION (USUALLY THE FIRST SECTION

OF EACH SHEET), ELEVATION OR DETAIL ALSO

APPLY TO ALL SIMILAR CONDITIONS ON OTHER

SECTIONS, ELEVATIONS, OR DETAILS.

7. SECTIONS AND DETAILS ARE TYPICAL FOR ALL

LOCATIONS AT WHICH SIMILAR CONDITIONS

OCCUR UNLESS NOTED AS APPLICABLE TO A

SPECIFIC LOCATION ONLY.

8. ALL METAL STUDS SHALL BE 3 5/8" ACTUAL

UNLESS OTHERWISE NOTED. BRACE AS

REQUIRED FOR LATERAL SUPPORT.

9. WALL THICKNESS INDICATED ON 1/8" AND 1/4"

SCALE FLOOR PLANS SHALL BE CONSTANT FOR

THE ENTIRE LENGTH OF WALL, UNLESS

OTHERWISE NOTED.

10. ALL FIRE RATED ASSEMBLIES SHALL EXTEND

FROM FLOOR TO STRUCTURE ABOVE

CONTINUOUSLY WITH OPENINGS AROUND

STRUCTURE, HVAC, PLUMBING, ETC.

FIRESTOPPED.

11. PROVIDE BEHIND WALL REINFORCING FOR

ATTACHMENT OF MILLWORK, CASEWORK,

ACCESSORIES, ETC.

12. NEW OPENINGS FOR MECHANICAL WORK SHALL

BE EITHER CORE DRILLED OR POWER SAWED, NO

JACKHAMMERING.

13. P&M DENOTES "PATCH TO MATCH EXISTING

CONSTRUCTION AND FINISHES". ALL PATCHING OF

EXISTING MATERIAL SHALL BE DONE WITH THE

MATERIALS AND WORKMANSHIP MATCHING

ADJACENT SURFACES.

14. NO ATTEMPT HAS BEEN MADE TO INDICATE ALL

AREAS REQUIRING CUTTING AND PATCHING DUE

TO MECHANICAL AND/OR ELECTRICAL WORK.

15. PATCH AND LEVEL FOR NEW FLOORING AT AREAS

WHERE EXISTING FLOORING HAS BEEN

REMOVED.

16. PATCH AND MATCH EXISTING WALL, FLOOR, AND

CEILING SURFACES FOR NEW FINISHES AT AREAS

WHERE EXISTING WALLS, DOORS, FRAMES,

CASEWORK, COUNTERS, LOCKERS, ETC HAVE

BEEN REMOVED OR SURFACES CUT FOR

INSTALLATION OF SERVICES, EQUIPMENT, ETC.

17. WHERE ROOM FINISH SCHEDULE INDICATES

CERAMIC TILE OR SPECIAL COATING, GYPSUM

BOARD SHALL BE MOISTURE RESISTANT.

18. ALL GYPSUM BOARD ON EXTERIOR WALLS SHALL

BE FOIL BACKED AND EXTEND TO THE UNDERSIDE

OF STRUCTURE ABOVE.

AREA NOT IN CONTRACT

RECESSED SLAB

EXTENT OF RECESSED SLAB (-1 7/8")

COORDINATE WITH RF PANEL AND

MRI EQUIPMENT MANUFACTURER

RECESSED SLAB (8")

EXTENT OF RECESSED 8" SLAB (-1

7/8") PER MRI MANUFACTURER.

COORDINATE EXACT LOCATION WITH

RF PANEL AND MRI EQUIPMENT

MANUFACTURER

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :3

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

FIRST FLOOR PLAN

AE-300

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-300

1 FIRST FLOOR PLAN

FLOOR PLAN GENERAL NOTES

NORTH

Revisions Date

35% SD SUBMISSION 05/22/2019

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

P.5

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

7.3

A106

DRESSING

A107

DRESSING

A108

OFFICE

A110

EQUIPMENT

A111

MRI ROOM

A112

CONTROL ROOM

A113

TOILET

A101

LOBBY/WAITING

A100

VESTIBULE

X130

TOILET

X129

TOILET

X127

TOILET

X126

STAFF WORK

X112

RECEPTION

X124

DRESSING

X125

DRESSING

X128

SUB WAIT

X114

DATA

X115

ELECTRICAL

X116

VIEW/CONSULT

X120

STAFF RADIOLOGIST

X121

PROF. NON-PHYSICIAN

X119

EQUIPMENT

A102

ENTRANCE HALLE131

EX. CORRIDOR

A105

SUB WAITING

A104

PREP AREA

A103

ENTRANCE

E132

EX. CORRIDOR

E113

EX. CORRIDOR

X123

CORRIDOR

X122

CORRIDOR

X117

CLEAN SUPPLY

X118

CLEAN SUPPLY

A109

CORRIDOR

156" 42"

63" 216" 51"

CG-2

CG-1

CG-1

CG-1CG-1

CG-1CG-1

CG-1CG-1

CONTINUE FLOORING TO DOUBLE

DOOR CONNECTION TO HOSPITAL

CG-1 CG-1

CG-1 CG-1

CG-1

CARPET TILE (CPT-8)

LUXURY VINYL TILE (LVT-3)

LUXURY VINYL TILE (LVT-8)

VINYL SHEET FLOORING (WSF-10)

PORCELAIN TILE (CT-1)

6"x12" STAINLESS STEEL SHIM PLATES

FLUSH WITH FINISH FLOOR

(COORDINATE WITH MRI MOBILE TABLE

WHEEL LOCATION)

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :3

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

FIRST FLOOR FINISH PLAN

AE-301

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-301

1 FIRST FLOOR FINISH PLAN

FLOOR FINISH LEGEND

NOTE: DOORS NOT SHOWN FOR FLOOR FINISH MATERIAL CLARITY.

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

A106

DRESSING

A107

DRESSING

A108

OFFICE

A110

EQUIPMENT

A111

MRI ROOM

A112

CONTROL ROOM

A113

TOILET

A101

LOBBY/WAITING

A100

VESTIBULE

/8

/8

/8

X130

TOILET

X129

TOILET

X127

TOILET

X126

STAFF WORK

X112

RECEPTION

X124

DRESSING

X125

DRESSING

X128

SUB WAIT

X114

DATA

X115

ELECTRICAL

X116

VIEW/CONSULT

X120

STAFF RADIOLOGIST

X121

PROF. NON-PHYSICIAN

X119

EQUIPMENT

A102

ENTRANCE HALLE131

EX. CORRIDOR

A105

SUB WAITING

A104

PREP AREA

A103

ENTRANCE

E132

EX. CORRIDOR

E113

EX. CORRIDOR

X123

CORRIDOR

X122

CORRIDOR

X117

CLEAN SUPPLY

X118

CLEAN SUPPLY

A109

CORRIDOR

7.3

11'-8"

ISOCENTER

OF MAGNET

REFER TO SIEMENS

DRAWINGS FOR EQUIPMENT

INFORMATION

E Q

E Q

CENTER RF WINDOW

ON MRI EQUIPMENT

OMNICELL

EQUIPMENT

(OFOI)

SERVICE

CLEARANCE

SAFETY

CLEARANCE

SAFETY

CLEARANCE

SOLA MAGNETOM

PATIENT

TABLE

GPA/EPC

CABINET

SEP

CABINET

PATIENT

CHAIR (OFOI)

PATIENT

CHAIR (OFOI)

/4

K N

O C

K -O

U T

P A

N E

L

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8"

METAL DETECTOR,

COORDIATE WITH COR

MFD (OFOI)

OFOI

PATIENT BED

(2)

LOCKER

UNITS

(L-1)

(2)

LOCKER

UNITS

(L-1)

EXTENT OF RECESSED 8"

SLAB PER MRI

MANUFACTURER. REFER

TO STRUCT. DWGS. FOR

ADDITIONAL

INFORMATION

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

FIRST FLOOR EQUIPMENT PLAN

AE-305

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-305

1 FIRST FLOOR EQUIPMENT PLAN

NORTH

Revisions Date

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

AE-4012

R

Q

P.5

O.7

6.25.24.23.63.2

S.3

S.2

S.1

P.81

9.78.87.96.4 6.9

P.9

Q.4

AE-401

7.3

R.D.

EXISTING

ROOF DRAIN

NEW CANOPY

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

ROOF SCREEN WALL WITH

TUBE STEEL FRAMING, REFER

TO STRUCT. DWGS.

EXISTING

PARAPET

O.D.

DROP-OFF ZONE

NEW

SKYLIGHT

OPEN TO

BELOW

AE-311

44'-10"

/8

ROOF SCREEN WALL (PATCH TO MATCH EXISTING

ROOF FOR NEW ROOF SCREEN WALL. MAINTAIN

SLOPE TO EXISTING ROOF DRAINS

RTU-1

E Q

E Q

EXTERIOR COURTYARD

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

S L O

P E

/4

P

E R

F O

O T

R.D. O.D.

R.D.

O.D.

S L O

P E

/4

P

E R

F O

O T

1.

2.

3.

4.

5.

PROTECT EXISTING ROOFS, STRUCTURES AS REQUIRED FOR NEW WORK.

TEMPORARY GUARD RAILS REQUIRED.

ROOF SLOPE TO ROOF DRAINS (1/4" PER FT. MINIMUM TO MATCH EXISTING

ROOF SLOPE).

VERIFY ALL CONDITIONS AND DIMENSIONS.

COORDINATE ROOF REPLACEMENT WITH MECHANICAL, ELECTRICAL,

PLUMBING, STRUCTURAL, ETC. CONTRACTOR.

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

OVERALL ROOF PLAN

AE-310

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/8" = 1'-0"AE-310

1 OVERALL ROOF PLAN

ROOF PLAN GENERAL NOTES

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

AE-500

AE-505

SIM.

7.3

AE-501

AE-500

AE-510

AE-501

EXISTING

ROOF DRAIN

NEW ROOF SYSTEM:

TPO ROOFING ON MIN. R-30ci ON

POLYISOCYANURATE INSULATION

ON METAL DECK

NEW CANOPY ROOF SYSTEM:

TPO ROOFING OVER TAPERED

POLYISOCYANURATE INSULATION

ON METAL DECK

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

CONDENSER

UNIT

EF-1

CONDENSER

UNIT

ROOF SCREEN WALL

EXISTING PARAPET

DROP-OFF ZONE

NEW SKYLIGHT

RTU-1

OPEN TO

BELOW

ROOF SCREEN WALL, REFER TO SHEET

A310 FOR ADDITIONAL INFORMATION

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

18'-6"

R O

O F

S C

R E

E N

W A

L L

/2

RD OD

EXHAUST VENT, REFER TO

MECHANICAL DRAWINGS

QUENCH VENT, COORDINATE

WITH MRI VENDOR AND

MECHANICAL DRAWINGS

AE-510

TUBE STEEL POST & KICKER REFER

TO STRUCTURAL DRAWINGS FOR

ADDITIONAL INFORMATION

ROOF SCREEN WALL

TUBE STEEL POST & KICKER,

REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

ROOF SCREEN WALL CONTINUATION,

REFER TO SHEET A310 FOR

ADDITIONAL INFORMATION

SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

5'-0"

R 25'-0

/8

/8

/8

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8"

25'-0"

16'-0"

EQ EQ

6" 20'-0"

6" PAINTED YELLOW

CAUTION LINE

16' - 9 9/16"

16' - 5"

16' - 8"

16' - 2"

ROOF SPOT ELEVATION,

TYP.(V.I.F.)

NEW

SKYLIGHT

/8

/8

RD OD

RD

OD

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ROOF PLAN

AE-311

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTIONSCALE: 1/4" = 1'-0"AE-311

2 ROOF PLAN

NORTH

Revisions Date

35% SD SUBMISSION 05/22/2019

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

AE-500

AE-505

AE-505

SIM.

7.3

AE-501

AE-500

AE-501

R.D.

EXISTING

ROOF DRAIN

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

CONDENSER

UNIT

EF-1

CONDENSER

UNIT

EXISTING PARAPET

O.D.

DROP-OFF ZONE

RTU-1

OPEN TO

BELOW

AE-510

ROOF SCREEN WALL

TUBE STEEL POST @

6'-0" O.C. MAX (TYP.)

EXHAUST VENT, REFER TO

MECHANICAL DRAWINGS

QUENCH VENT, COORDINATE

WITH MRI VENDOR AND

MECHANICAL DRAWINGS

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

/8

/8

/8

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8"

/8

/8

EQ EQ

NEW ROOF SYSTEM:

TPO ROOFING ON MIN. R-30ci ON

POLYISOCYANURATE INSULATION

ON METAL DECK

NEW CANOPY ROOF SYSTEM:

TPO ROOFING OVER TAPERED

POLYISOCYANURATE

INSULATION ON METAL DECK

6" 20'-0"

6" PAINTED YELLOW

CAUTION LINE

NEW

SKYLIGHT

RD OD

RD

OD

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ROOF PLAN - DEDUCT ALTERNATE #1

AE-320

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-320

1 ROOF PLAN - Deduct Alternate 1

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

7.3

R.D.

EXISTING

ROOF DRAIN

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

CONDENSER

UNIT

EF-1

CONDENSER

UNIT

EXISTING PARAPET

O.D.

DROP-OFF ZONE

RTU-1

OPEN TO

BELOW

ROOF TOP

SCREEN WALL

3'-6" 20'-7"

1'-0" 29'-0"

ROOF TOP

SCREEN WALL

AE-510

AE-510

SIM

SIM.

4'-7"

/8

7'-8"

TUBE STEEL POST AND

KICKER, REFER TO

STRUCTURAL DRAWINGS

TUBE STEEL POST &

KICKER, REFER TO

STRUCTURAL DRAWINGS

OUTLINE OF ROOF TOP UNIT

CONCRETE PAD. COORDINATE WITH

STRUCTURAL AND MECHANICAL

DRAWINGS

TYP.

7'-5"

6'-11"

/8

/8

/8

EXHAUST VENT, REFER TO

MECHANICAL DRAWINGS

QUENCH VENT, COORDINATE

WITH MRI VENDOR AND

MECHANICAL DRAWINGS

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

/8

/8

/8

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8"

NEW ROOF SYSTEM:

TPO ROOFING ON MIN. R-30ci ON

POLYISOCYANURATE INSULATION

ON METAL DECK

NEW CANOPY ROOF SYSTEM:

TPO ROOFING OVER TAPERED

POLYISOCYANURATE INSULATION

ON METAL DECK

6"

6" PAINTED YELLOW

CAUTION LINE

NEW

SKYLIGHT

RD

OD

RD OD

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.) 1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ROOF PLAN - DEDUCT ALTERNATE #2

AE-321

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-321

1 ROOF PLAN - Deduct Alternate 2

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

O.7

6.25.2

P.81

9.78.87.96.4 6.9

P.9

Q.4

7.3

R.D.

EXISTING

ROOF DRAIN

EXISTING ROOF

TO REMAIN

EXISTING ROOF

TO REMAIN

CONDENSER

UNIT

EF-1

CONDENSER

UNIT

EXISTING PARAPET

O.D.

DROP-OFF ZONE

RTU-1

OPEN TO BELOW

(LANDSCAPE AREA)

AE-4112

NEW CONCRETE SIDEWALK

EXHAUST VENT, REFER TO

MECHANICAL DRAWINGS

QUENCH VENT, COORDINATE

WITH MRI VENDOR AND

MECHANICAL DRAWINGS

ROOF TOP

SCREEN WALL

ROOF SCREEN WALL

S L O

P E

/4

P

E R

F O

O T

S L O

P E

/4

P

E R

F O

O T

SLOPE 1/4" PER FOOT

SLOPE 1/4" PER FOOT

/8

/8

/8

6'-5 3/4" 8'-3" 20'-3" 22'-3" 28'-8"

NEW ROOF SYSTEM:

TPO ROOFING ON MIN. R-30ci ON

POLYISOCYANURATE INSULATION

ON METAL DECK

NEW CANOPY ROOF SYSTEM:

TPO ROOFING OVER TAPERED

POLYISOCYANURATE INSULATION

ON METAL DECK

6" 20'-0"

6" PAINTED YELLOW

CAUTION LINE

RD

OD

1/4"/1'-0" MAX

(TYP.)

1/4"/1'-0" MAX

(TYP.)

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

ROOF PLAN - DEDUCT ALTERNATE #3

AE-322

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTIONSCALE: 1/4" = 1'-0"AE-322

1 ROOF PLAN - Deduct Alternate 3

NORTH

Revisions Date

95% CD SUBMISSION 10/07/2019

TOP OF MANUF. STONE

18' - 0"

EXISTING FIRST FLOOR

0"

6.29.7 8.8 7.9 6.46.9

MANUFACTURED

STONE VENEER

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

AE-500

AE-505

AE-505

SIM.

7.3

C.J. C.J.C.J. C.J.

AE-501

A A A

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

METAL PANEL

COLUMN COVER

METAL PANEL

COLUMN COVER

AE-510

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

METAL PANEL

CANOPY

OUTLINE OF MIN. 4'-0"

WIDE X 5'-0" HIGH

MOCK-UP PANEL

RE-USED LIGHT

BOLLARD (TYP.)

RE-USED LIGHT

BOLLARD (TYP.)

EXTERIOR LIGHT FIXTURE,

REFER TO ELECT. DWGS

CANOPY SKYLIGHTS

PERFORATEDD METAL

PANEL SCREEN WALL

TOP OF MANUF. STONE

18' - 0"

EXISTING FIRST FLOOR

0"

6.2 5.2 4.2 3.6 3.24.5 3.8 3.56.46.97.3

AE-501

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

PERFORATED ROOF TOP SCREEN WALL

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :4

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

EXTERIOR ELEVATIONS

AE-400

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-400

1 EXTERIOR ELEVATION EAST (A)

SCALE: 1/4" = 1'-0"AE-400

2 EXTERIOR ELEVATION EAST (B)

M A

T C

H L

IN

E S

E E

E L E

V A

T

IO

N

M A

T C

H L

IN

E S

E E

E L E

V A

T

IO

N

Revisions Date

35% SD SUBMISSION 05/22/2019

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

EXISTING FIRST FLOOR

0"

9.78.87.96.4 6.9

MANUFACTURED

STONE VENEER

EXISTING

STOREFRONT TO

REMAIN

EXISTING EXTERIOR

WALL TO REMAIN

AE-500

AE-5057.3

EXISTING

STOREFRONT TO

REMAIN

129 1/4"

C.J.C.J.C.J.C.J. C.J.

EXISTING BUILDING NEW CONSTRUCTION

20'-0" (TYP.)

AE-501

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

ROOF TOP SCREEN

WALL BEYOND

AE-510

PERFORATEDD METAL

PANEL SCREEN WALL

NEW WINDOW

SYSTEM, MATCH

EXISTING

STOREFRONT SYSTEM

EXTEND END/CORNER

MULLION AS REQ'D.

TOP OF MANUF. STONE

18' - 0"

EXISTING FIRST FLOOR

0"

P.5

S.2

S.2

S.1P.81 P.9 Q.4

MANUFACTURED

STONE VENEER

EXISTING EXTERIOR

WALL TO REMAIN

EXISTING

STOREFRONT TO

REMAIN

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

AE-501

AE-500

EXISTING

STOREFRONT TO

REMAIN

C.J.

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

EXISTING BUILDING NEW CONSTRUCTION

PERFORATEDD METAL

PANEL SCREEN WALL

METAL PANEL

CANOPY

10'-0"x8'-0" KNOCK-OUT

PANEL

RE-USED STEEL BOLLARD (TYP.)

RE-USED LIGHT BOLLARD (TYP.)

EXTERIOR LIGHT

FIXTURE, REFER

TO ELECT. DWGS

CANOPY SKYLIGHTS

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :5

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

EXTERIOR ELEVATIONS

AE-401

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-401

1 EXTERIOR ELEVATION WEST

SCALE: 1/4" = 1'-0"AE-401

2 EXTERIOR ELEVATION SOUTH

Revisions Date

65% DD SUBMISSION 07/29/2019

95% CD SUBMISSION 10/07/2019

EXISTING FIRST FLOOR

0"

6.29.7 8.8 7.9 6.46.97.3

MANUFACTURED

STONE VENEER

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

EXISTING

STOREFRONT TO

REMAIN

C.J. C.J.

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

A A A

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

RE-USED LIGHT

BOLLARD (TYP.)

RE-USED LIGHT

BOLLARD (TYP.)

EXTERIOR LIGHT FIXTURE,

REFER TO ELECT. DWGS

TOP OF MANUF. STONE

18' - 0"

EXISTING FIRST FLOOR

0"

P.5 S.1P.81 P.9 Q.4

MANUFACTURED

STONE VENEER

EXISTING EXTERIOR

WALL TO REMAIN

EXISTING

STOREFRONT TO

REMAIN

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

10'-0"x8'-0" KNOCK-OUT

PANEL

C.J.

EXISTING STOREFRONT

WINDOW SYSTEM BEYOND

CANOPY

SKYLIGHTS

BOLLARDS, REUSED

EXISTING BUILDING NEW CONSTRUCTION

EXTERIOR LIGHT

FIXTURE, REFER

TO ELECT. DWGS

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :5

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

EXTERIOR ELEVATIONS - DEDUCT

ALTERNATE #2

AE-410

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-410

1 EXTERIOR ELEVATION EAST - DEDUCT ALTERNATE #2

SCALE: 1/4" = 1'-0"AE-410

2 EXTERIOR ELEVATION SOUTH - DEDUCT ALTERNATE #2

Revisions Date

95% CD SUBMISSION 10/07/2019

EXISTING FIRST FLOOR

0"

6.2 5.29.7 8.8 7.9 6.46.97.3

MANUFACTURED

STONE VENEER

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

C.J. C.J.

EXISTING

STOREFRONT TO

REMAIN

C.J. C.J.

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

PERFORATEDD METAL

PANEL SCREEN WALL

PERFORATEDD METAL

PANEL SCREEN WALL

METAL PANEL

CANOPY

RE-USED LIGHT

BOLLARD (TYP.)

RE-USED LIGHT

BOLLARD (TYP.)

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

OVERFLOW

DOWNSPOUT WITH

REMOVABLE

SCREEN

EXTERIOR LIGHT FIXTURE,

REFER TO ELECT. DWGS

TOP OF MANUF. STONE

18' - 0"

EXISTING FIRST FLOOR

0"

P.5 S.1P.81 P.9 Q.4

MANUFACTURED

STONE VENEER

EXISTING EXTERIOR

WALL TO REMAIN

EXISTING

STOREFRONT TO

REMAIN

NEW STOREFRONT

SYSTEM

METAL PANEL

COLUMN COVER

C.J.

TOP OF STEEL (LOW SIDE)

15' - 3 1/2"

10'-0"x8'-0" KNOCK-OUT

PANEL

EXTERIOR LIGHT FIXTURE, REFER

TO ELECTRICAL DRAWINGS

RE-USED BOLLARDS, TYP.

EXISTING STOREFRONT

WINDOW SYSTEM BEYOND

RE-USED LIGHT

BOLLARD (TYP.)

RE-USED LIGHT

BOLLARD (TYP.)

EXISTING BUILDINGNEW CONSTRUCTION

MICHAEL DWAYNE

LIEZERT

S

TATE OF OHIO

R E

G

ISTERED ARCHIT

E C

T9939

Project Number

Office of Construction and Facilities Management

Building Number

Drawing Number

VA FORM 08-6231

CONSULTANTS: ARCHITECTS/ENGINEERS: ARCHITECTURAL PROJECT #

VA Building th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o

F

E

D

C

B

A

F

E

D

C

B

A

987654321

987654321

Project Title

Location

Date Checked Drawn

Drawing Title

Approved: Project Director

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

KEY PLAN

Dwg. of

FULLY SPRINKLERED

PHILIP P. KIRK

CHIEF ENGINEER

:2 :5

A M

C U s e rs jc h o D o c u m e n ts R

N E W

M R I S

IT

E

P R E P C e n tr a l_ jc h o .r v t

EXTERIOR ELEVATIONS - DEDUCT

ALTERNATE #3

AE-411

BH Designer

552-CSI-176

NEW MRI SITE PREP

02/21/2020

4100 WEST THIRD STREET, DAYTON, OHIO 45428

18106

BID & CONSTRUCTION

SCALE: 1/4" = 1'-0"AE-411

1 EXTERIOR ELEVATION EAST - DEDUCT ALTERNATE #3

SCALE: 1/4" = 1'-0"AE-411

2 EXTERIOR ELEVATION SOUTH - DEDUCT ALTERNATE #3

Revisions Date

95% CD SUBMISSION 10/07/2019