Attachment 5 - Architectural - Part 2.pdf

H

G

F

E.1

E

52515049 49.4

F.4

E.9

D.9

D.7

D.6

D

54A 54.7

E'

E'

D'

D'

G.5

50.149.5 51.05

Cast Room

2A170

Linen Room

2A171

Conference

2A172

Toilet

2A173

Ortho Exam

2A174 Ortho Exam

2A176

Ortho Exam

2A177

Ortho Exam

2A178

POD Exam

2A179

POD Exam

2A180

POD Exam

2A181

POD Work Room

2A182

POD Exam

2A183

POD Exam

2A184

POD Exam

2A185

Comm Clos

2A186

Elec Clos

2A187

POD Exam

2A188

HAC

2A189

Stair 4

2S4

Lobby

2A191

Corridor

2A100N

Utlity Room, Soiled

2A160 Derm. Exam

2A161

ENT Exam

2A162

ENT Exam

2A163

Reception

2A191

ENT Exam

2A165

ENT Exam

2A166 ENT Exam

2A167

Copy/Storage

2A168

HAC

2A169

Corridor

2A100L

Corridor

2A100M

Toilet

2A156A

ENT Exam

2A167A

Waiting Room

2AC200A

Registration

2AC201

Podiatry Exam Room 4

2AC202

Podiatry Exam Room 3

2AC203

Podiatry Exam Room 2

2AC204

Podiatry Exam Room 1

2AC205

Podiatry Team Hub

2AC206

Podiatry Exam Room 5

2AC208

Podiatry Exam Room 6

2AC209

Patient Toilet

2AC227

Podiatry Exam Room 7

2AC210

Ortho Exam Room 2

2AC226

Podiatry Exam Room 8

2AC211

Ortho Exam Room 3

2AC225

Ortho Exam Room 1

2AC212

Ortho Cast Room

2AC213

Ortho Exam Room 4

2AC224

RME Clean Utility

2AC214

EMS Closet

2AC223

Clean Supply

2AC222

ENT Exam Room

2AC221

ENT Exam Room

2AC220

ENT Exam Room

2AC219

Ortho Exam Room 7

2AC218

Ortho Exam Room 6

2AC217

Nurse Office

2AC216

Ortho Exam Room 5

2AC215

Shared Conference

Room

2AC236

Soft Goods Storage

2AC235

Storage

2AC236A

Ortho Team Hub

2AC233

Shared Break Room

2AC234

Staff Toilet

2AC231

Medication Room

2AC230

Clean Supplies

2AC207

Corridor

2AC200C

Corridor

2AC200B

Corridor

2AC200E

Corridor

2AC200D

Corridor

2AC200F

Corridor

2AC200G

Fume Hood

2AC229

Soiled Utility

2AC232

OA Shaft

2AC228

Work Room 2A175

Alcove

2AC200Ea

Alcove

2AC200Eb

Corridor

2AC200H

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

GENERAL NOTES:

CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

ALL WALLS ARE DRAWN AND DIMENSIONED TO A 5" NOMINAL WIDTH TYPICAL UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE CLEAR DIMENSIONS FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM, ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF

ALL APPLICABLE CODES.

PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING CONDITIONS.

WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME AND PATCH AND REPAIR WITH NEW

TO MATCH EXISTING CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ALL NEW PENETRATIONS IN FIRE-RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF ASSEMBLY AS

REQUIRED.

NEW AND EXISTING FURNITURE SHOWN FOR REFERENCE ONLY. THE OWNER SHALL REMOVE, PRIOR TO CONSTRUCTION, ALL ITEMS THAT THE OWNER DESIRES TO SALVAGE. ALL REMAINING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE PROTECTED THROUGHOUT BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. NEW FURNITURE TO BE FURNISHED AND INSTALLED

BY THE OWNER UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE DUST-REMOVAL WALK-OFF MATS (TACKY MAT) AT ALL CONSTRUCTION ENTRY

POINTS.

CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN NEGATIVE PRESSURE IN WORK AREAS ENSURING NO DUST OR FUMES WILL BE TRANSFERRED TO OCCUPIED AREAS.

PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST-PROOF BARRICADE TO CONFIRM PRESSURE.

DUST MONITORING SHALL BE BY OWNER. SEE SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS"

ATTACHMENT AND 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.

ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE LOCATION OF BARRIERS WITH OWNER.

THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN THE

PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.

FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN EXISTING WALL.

REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E. DOUBLE STUDS, HEADERS) AND PATCH ADJACENT

WALLS TO MATCH EXISTING.

ALL FLOOR, WALL, CEILING, AND MISC. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED BY CODE. ALL EXISTING FIRE-RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRESTOPPING, FIRE RATED DOORS, AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.

DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.

ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS

OTHERWISE APPROVED BY THE COR.

EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE DRILLS/UTILITY PENETRATIONS, GC SHALL UTILIZE GROUND PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED, NEW PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE WILL NOT BE COMPROMISED, AND GC SHALL NOTIFY COR AND A/E TEAM OF ANY ISSUES DISCOVERED IN FIELD. GC SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT ARE REMOVED AS A PART OF DEMOLITION SCOPE, GC SHALL PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED

BY THE COR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

CEILING DEMOLITION SYMBOL LEGEND:

EXISTING CEILING

TILE AREAS TO

REMAIN

EXISTING CEILING

TILE AREAS TO BE

DEMOLISHED

GYPSUM BOARD

CEILING/SOFFIT -

PAINTED FINISH

2 X 2 LIGHT FIXTURE

RECESSED CAN

LIGHT FIXTURE

RETURN AIR

DIFFUSERS

SUPPLY AIR DIFFUSERS

SECURITY CAMERA

RECESSED SPEAKER

W WIRELESS ACCESS POINT

SD SMOKE DETECTOR

DOMED MIRROR

S

WALL-MTD. NURSE CALL LIGHT

EXIT SIGN

GENERAL NOTE: ACCESS INTO CEILINGS OUTSIDE OF TEMPORARY CONSTRUCTION BARRIERS AS A PART OF A CONSTRUCTION PHASE MAY OCCUR. REFER TO MEP DRAWINGS FOR ABOVE-CEILING DEMOLITION THAT OCCURS OUTSIDE THE TEMPORARY CONSTRUCTION BARRIER EXTENTS. GC SHALL PROVIDE TEMPORARY PROTECTION MEASURES IN SUCH AREAS TO PROTECT EXISTING CONDITIONS. COORD. REQUIREMENTS

W/VA COR

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

AT

E

I

T C

J.

O

O

FO

H

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

C U s e rs

\d a v e

\D o c u m e n ts

\E x p a n d E m e rg e n c y D e p t_

R d a k a p la n

.r v t

/8

/2

:0

:2

P M

BID ISSUE SUBMISSION

AS-DC-2.2

2ND FLOOR EMERG. DEPT. - CEILING

DEMOLITION PLAN - PHASE II

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

SCALE: 3/16" = 1'-0"

SECOND FLOOR CEILING DEMOLITION PLAN - PHASE II

NORTH

CEILING DEMOLITION NOTES

Note # Text

1 EXISTING LIMESTONE HEADER ABOVE TO BE DEMOLISHED

2 EXISTING LIGHT FIXTURES AND DIFFUSERS IN ENTIRE CEILING TO BE REMOVED

3 EXISTING GYP. BD. SOFFIT / CEILING TO BE DEMOLISHED

4 EXISTING RECESSED SPEAKER TO BE REMOVED

5 EXISTING WALL-MTD. NURSE CALL LIGHT TO BE REMOVED

6 EXISTING EXIT SIGN TO BE REMOVED. VERIFY WITH OWNER IF SIGN IS TO BE TEMPORARILY RELOCATED

TO ACCOMMODATE TEMPORARY CONST. BARRIER

7 EXISTING CLG. MTD. DOME MIRROR TO BE REMOVED AND SALVAGED FOR REINSTALLATION. REINSTALL

DOME MIRRORS IN NEW CONSTRUCTION, COORD. W/VA STAFF FOR FINAL LOCATIONS

8 EXISTING CLG. MTD. BED LIFT TO BE REMOVED BY VA

9 EXISTING CEILING-MTD. EXAM LIGHT TO BE REMOVED BY GC. GC SHALL ALSO REMOVE ANY

ABOVE-CEILING SUPPORT FRAMING/BRACING ASSOCIATED WITH LIGHT FIXTURE

10 EXISTING SECURITY CAMERA TO BE REMOVED

11 EXISTING LIGHT FIXTURE TO BE REMOVED

12 EXISTING POINT-OF-CARE RED LIGHT FIXTURE TO BE REMOVED

13 GRAY REGION INDICATES EXISTING ABOVE-CEILING AND THRU-SLAB PENETRATION OF EXISTING PNEUMATIC TUBE PIPING. REMOVE ENTIRE RUN OF PIPING IN FIRST FLOOR. SEE BASEMENT DEMO PLAN

FOR ADDITIONAL DEMOLITION

14 EXISTING WALL-MTD. TV/MONITOR TO BE REMOVED AND RETURNED TO THE VA

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20

90% CD's SUBMISSION 5.13.20

100% CD's SUBMISSION 6.26.20

FINAL CD's SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21

R E

F

F E

C

FEC

FEC

CG-1

C G

-1

CG-1 CG-1

CG-1C

G

-1

C G

-1

CG-1 CG-1

CG-1

C G

-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1 CG-1

CG-1

C G

-3

C G

-3

C G

-3

C G

-3

C G

-1

CG-1

C G

-1

C G

-1

CG-1

C

G -1

C G

-1

R E

F

CG-1

CG-1

CG-1

C G

-1

CG-1

CG-1

C G

-1

C G

-1

CG-1

C G

-1

CG-1

C G

-1

C G

-1

CG-1

CG-1

C G

-1

C G

-2

CG-1

C G

-1

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

C G

-1

CG-1

CG-1

C G

-1

C G

-1

CG-1

C G

-1

CG-1

C G

-1

CG-1

C G

-1

H

G

F

E.1

49.4

F.4

5450.3

50.3

E.9

D.9

D.7

D.6

54A

54A

54.7

54.7

E'

E' D'

D'

G.5

50.1 49.5

51.05

51.05

2AC200D

Cast Room

2A170

Linen Room

2A171

Conference

2A172

Toilet

2A173

Ortho Exam

2A174

Ortho Exam

2A176

Ortho Exam

2A177

Ortho Exam

2A178

POD Exam

2A179

POD Exam

2A180

POD Exam

2A181

POD Work Room

2A182

POD Exam

2A183

POD Exam

2A184

POD Exam

2A185

Comm Clos

2A186

Elec Clos

2A187

POD Exam

2A188

HAC

2A189

Stair 4

2S4

Lobby

2A191

Corridor

2A100N

Utlity Room, Soiled

2A160 Derm. Exam

2A161

ENT Exam

2A162

ENT Exam

2A163

Reception

2A191

ENT Exam

2A165

ENT Exam

2A166 ENT Exam

2A167

Copy/Storage

2A168

HAC

2A169 Corridor

2A100L

Corridor

2A100M

Toilet

2A156A

ENT Exam

2A167A

Waiting Room

2AC200A

Registration

2AC201

Podiatry Exam Room 4

2AC202

Podiatry Exam Room 3

2AC203

Podiatry Exam Room 2

2AC204

Podiatry Exam Room 1

2AC205

Podiatry Team Hub

2AC206

Podiatry Exam Room 5

2AC208 Podiatry Exam Room 6

2AC209

Patient Toilet

2AC227

Podiatry Exam Room 7

2AC210

Ortho Exam Room 2

2AC226

Podiatry Exam Room 8

2AC211

Ortho Exam Room 3

2AC225

Ortho Exam Room 1

2AC212

Ortho Cast Room

2AC213

Ortho Exam Room 4

2AC224

RME Clean Utility

2AC214

EMS Closet

2AC223

Clean Supply

2AC222

ENT Exam Room

2AC221

ENT Exam Room

2AC220

ENT Exam Room

2AC219

Ortho Exam Room 7

2AC218

Ortho Exam Room 6

2AC217

Nurse Office

2AC216

Ortho Exam Room 5

2AC215

Shared Conference

Room

2AC236

Soft Goods Storage

2AC235

Storage

2AC236A

Ortho Team Hub

2AC233

Shared Break Room

2AC234

Staff Toilet

2AC231

Medication Room

2AC230

Clean Supplies

2AC207

Corridor

2AC200C

Corridor

2AC200B

Corridor

2AC200E

Corridor

2AC200D

Corridor

2AC200F

Corridor

2AC200G

Fume Hood

2AC229

Soiled Utility

2AC232

OA Shaft

2AC228

2A174

1A

GC ACCESS

DOOR

6 6

NEW FINISHES

ON WALLS AND

FLOORS, SEE

FINISH PLAN

PROVIDE PAINT

AND 4" BASE ON

NEW WALL

ONLY - MATCH

EXISTING

Alcove

2AC200Ea

Alcove

2AC200Eb

Corridor

2AC200H

Alcove

2AC200Ca Fire Alarm

2AC200Cb

GENERAL NOTES:

CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

ALL WALLS ARE DRAWN AND DIMENSIONED TO A 5" NOMINAL WIDTH TYPICAL UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE CLEAR DIMENSIONS FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM, ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF

ALL APPLICABLE CODES.

PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING CONDITIONS.

WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME AND PATCH AND REPAIR WITH NEW

TO MATCH EXISTING CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ALL NEW PENETRATIONS IN FIRE-RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF ASSEMBLY AS

REQUIRED.

NEW AND EXISTING FURNITURE SHOWN FOR REFERENCE ONLY. THE OWNER SHALL REMOVE, PRIOR TO CONSTRUCTION, ALL ITEMS THAT THE OWNER DESIRES TO SALVAGE. ALL REMAINING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE PROTECTED THROUGHOUT BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. NEW FURNITURE TO BE FURNISHED AND INSTALLED

BY THE OWNER UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE DUST-REMOVAL WALK-OFF MATS (TACKY MAT) AT ALL CONSTRUCTION ENTRY

POINTS.

CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN NEGATIVE PRESSURE IN WORK AREAS ENSURING NO DUST OR FUMES WILL BE TRANSFERRED TO OCCUPIED AREAS.

PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST-PROOF BARRICADE TO CONFIRM PRESSURE.

DUST MONITORING SHALL BE BY OWNER. SEE SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS"

ATTACHMENT AND 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.

ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE LOCATION OF BARRIERS WITH OWNER.

THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN THE

PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.

FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN EXISTING WALL.

REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E. DOUBLE STUDS, HEADERS) AND PATCH ADJACENT

WALLS TO MATCH EXISTING.

ALL FLOOR, WALL, CEILING, AND MISC. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED BY CODE. ALL EXISTING FIRE-RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRESTOPPING, FIRE RATED DOORS, AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.

DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.

ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS

OTHERWISE APPROVED BY THE COR.

EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE DRILLS/UTILITY PENETRATIONS, GC SHALL UTILIZE GROUND PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED, NEW PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE WILL NOT BE COMPROMISED, AND GC SHALL NOTIFY COR AND A/E TEAM OF ANY ISSUES DISCOVERED IN FIELD. GC SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT ARE REMOVED AS A PART OF DEMOLITION SCOPE, GC SHALL PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED

BY THE COR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

SYMBOL LEGEND:

INDICATES EXISTING DOOR

INDICATES NEW DOOR

EXISTING WALLS TO REMAIN

NEW WALLS

WALLS TO BE REMOVED FULL HEIGHT U.N.O.

DASHED LINES INDICATE ITEMS TO BE DEMOLISHED

HATCHED AREA OUTSIDE OF PROJECT SCOPE.

ACCESS INTO CEILING SPACES MAY OCCUR, REFER

TO MEP DWGS.

FIRE-RATED PLASTIC SHEETING/METAL STUD WALL TEMPORARY PARTITION WALL W/3'-0" X 7'-0"

SCWD DOOR FOR CONTRACTOR ACCESS ONLY. WALL AND DOOR TO BE REMOVED UPON

COMPLETION OF WORK U.N.O. PATCH/REPAIR EXISTING CONDITIONS AS REQUIRED UPON

REMOVAL OF ALL TEMPORARY CONSTRUCTION. REFER TO TEMPORARY CONSTRUCTION BARRIER

DETAIL ON SHEET AS-601. SCHEDULE NOTE: CONSTRUCTION OF TEMPORARY BARRIERS SHALL BE

PERFORMED AFTER NORMAL BUSINESS HOURS UNLESS OTHERWISE APPROVED BY THE COR.

TEMPORARY ZIP WALL PROTECTION TO BE PROVIDED AROUND CONSTRUCTION AREA PER VA

SAFETY STANDARDS. INSTALLATION OF ZIP WALL MAY NEED TO OCCUR AFTER RELOCATION OF

CASEWORK/FURNITURE. GC TO COORDINATE SEQUENCING OF INSTALL WITH COR

GENERAL CONSTRUCTION PARTITION NOTE: WHERE TEMP. CONST. PARTITIONS CONFLICT

W/EX. LIGHTS/DIFFUSER/MEP ITEM LOCATIONS (INDICATED ON CEILING DEMOLITION PLANS), GC

SHALL COORD. W/COR TO EITHER TEMPORARILY REMOVE SUCH ITEMS, OR ADJUST LOCATION

OF CONST. PARTITION ACCORDINGLY TO ALLOW ITEMS TO REMAIN IN PLACE

REFER TO SHEET AS-600 FOR WINDOW TYPES#

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

U.S. Department of Veterans Affairs

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ARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

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KACZMAR

STANLEY

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1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

C U s e rs

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BID ISSUE SUBMISSION

AS-2.2

2ND FLOOR SPECIALTY CARE DEPT. -

PROPOSED IMPROVEMENT/INTERIORS PLAN -

PHASE II

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

SCALE: 3/16" = 1'-0"

SECOND FLOOR IMPROVEMENT/INTERIORS PLAN - PHASE II

IMPROVEMENT NOTES

Note # Text

1 EXISTING STANDPIPE IN STAIRWELL TO REMAIN, PROTECT AS REQ'D. THROUGHOUT CONST. COORD. FINAL

LOC. OF NEW DOORWAY OPENING WITH STANDPIPE LOCATION IN FIELD TO AVOID CONFLICT

2 HEAVY DASHED LINE INDICATES EXISTING/NEW FLOOR SLAB TRANSITION POINT. SEE STRUCT. DWGS. FOR

CONNECTION DETAIL

3 NEW AREAWELL W/C.I.P. CONCRETE WALLS AND GALVANIZED STEEL GRATING. SEE STRUCTURAL. DWGS. TOP

OF WALL SHALL EXTEND TO +1'-0" ABOVE SURROUNDING GRADE MIN., TYP.

4 NEW HVAC SHAFT - SEE MECH. DWGS.

5 NEW SEMI-RECESSED FIRE EXTINGUISHER CABINET

6 15 X 18 TRIPLE-TIER METAL STAFF LOCKERS WITH LAMINATE DOORS AND SLOPED TOP (PATTERSON POPE/HAMILTON OR EQUAL). PROVIDE FINISH TRIM WHERE LOCKERS OCCUR BETWEEN WALLS TO INFILL FULL

OPENING

6A 24 X 18 DOUBLE-TIER METAL PATIENT LOCKERS WITH METAL DOORS AND SLOPED TOP (PATTERSON POPE/HAMILTON OR EQUAL). PROVIDE FINISH TRIM WHERE LOCKERS OCCUR BETWEEN WALLS TO INFILL FULL

OPENING

7 NEW MILLWORK - SEE INTERIOR ELEVATIONS

8 NEW PNEUMATIC TUBE STATION LOCATION, FURNISH & INSTALLED BY GC. SYSTEM SHALL BE SOLE SOURCED:

SWISSLOG HEALTHCARE PTS-202 TRANSLOGIC 6" RECESSED STATION

9 NEW EXAM ROOM CASEWORK - FURNISHED & INSTALLED BY GC. PATTERSON POPE/HAMILTON OR EQUAL. SEE

ENLARGED PLAN/ELEVS. FOR ADDT'L DETAILS

10 CRASH CART LOCATION. PROVIDE OUTLET ON EMERGENCY POWER - SEE ELEC. DWGS.

11 EXAM ROOM HEADWALL UNIT - FURNISHED & INSTALLED BY GC. SEE ENLARGED TYP. EXAM ROOM

PLAN/ELEVS. FOR ADDT'L DETAILS

12 WORKPOINT FOR NEW WALL SHALL ALIGN WITH CENTERLINE OF WINDOW MULLION. PROVIDE ALUMINUM

MULLION CAP COVER ASSEMBLY - SEE ENLARGED PLAN DETAIL

13 WALL-MTD. FOLD-DOWN FLOOR SCALE, FURNISED/INSTALLED BY VA. SEE ELEC. DWGS. FOR POWER

14 3-5/8" MTL. STUD KNEE WALL TO BE CONSTRUCTED BEHIND GLAZING, REFER TO WALL SECTIONS FOR

HEIGHTS/DETAILS. PROVIDE QUARTZ SILL @ TOP

15 DRUG REFRIGERATOR AND PYXIS MACHINE. SEE POWER/DATA DWGS. INSTALLATION OF EQUIPMENT BY VA

16 NEW CT SCANNER UNIT AND ASSOCIATED EQUIPMENT - FURNISHED & INSTALLED BY VA

17 WALL-MTD. TV IN THIS LOCATION - SEE INT. ELEVATION FOR BLOCKING REQUIREMENTS

18 FURNITURE TO BE FURNISHED & INSTALLED BY VA

19 2 HR RATED STEEL TUBE COLUMN W/FIREPROOF SPRAY PER UL DES X790 (OR EQUAL)

20 RECESSED PEDESTRIAN ENTRY MAT. PROVIDE FORMED RECESS IN CONC. SLAB, DEPTH TO BE VERIFIED

W/FINAL SELECTED MANUFACTURER. SEE PLUMB. DWGS. FOR FLOOR DRAIN BELOW

21 4'-0" TALL PARTITION WALL PER 1B WALL TYPE CONST. W/6" WIDE QUARTZ CAP, SEE TYP. SECTION DETAIL &

ELEVATIONS

22 TOP OF SINK @ 2'-10" AFF. PROVIDE NEW 24" X 36" STAINLESS STEEL FRAMED MIRROR, CENTERED ON SINK, MOUNTED WITH BOTTOM OF GLASS @ 40" AFF.

23 CHECK-IN KIOSKS, FURNISHED/INSTALLED BY VA. SEE ELEC. DWGS. FOR POWER/DATA

24 24" X 48" FRTW WD. BLOCKING IN WALL, MTD. @ 4'-0" AFF TO CENTER

B1 EXISTING AIR HANDLER TO REMAIN - DUCTWORK TO BE MODIFIED TO ACCOMMODATE NEW ADDITION - SEE

MECH. DWGS.

B2 NEW CHAIN LINK FENCING PARTITION WITH CARD READER-CONTROLLED CHAIN LINK DOOR, FULL HEIGHT

FROM SLAB TO UNDERSIDE OF SOFFIT ABOVE

B3 FOOTER DRAIN PIPING TO BE PROVIDED AROUND ENTIRE PERIMETER OF NEW ADDITION (FULL EXTENT NOT SHOWN), CONNECT TO EXISTING. SEE PLUMB. DWGS. NOTE: GC IS TO INCLUDE JETTING/WASHING OUT OF

EXISTING FOOTER DRAIN PIPING TO REMAIN IN FULL PRIOR TO NEW CONNECTION

B4 ENTIRE SURFACE OF EXISTING C.I.P. CONC. WALL WITHIN OUTSIDE AIR ENCLOSURE SHALL BE PROVIDED WITH NEW, 2" THICK R-7.5 MIN. RIGID INSULATION BD. CUT AROUND LOUVER OPENINGS IN FIELD

NORTH

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20

90% CD's SUBMISSION 5.13.20

100% CD's SUBMISSION 6.26.20

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5352515049 49.4

F.4

E.9

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54A 54.7

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G.5

50.149.5 51.05

ACT-1

8' - 3 1/2"A.F.F.

MATCH EXISTING

GWB

8' - 0"A.F.F.

Cast Room

2A170

Linen Room

2A171

Conference

2A172

Toilet

2A173

Ortho Exam

2A174

Ortho Exam

2A176

Ortho Exam

2A177

Ortho Exam

2A178

POD Exam

2A179

POD Exam

2A180

POD Exam

2A181

POD Work Room

2A182

POD Exam

2A183

POD Exam

2A184

POD Exam

2A185

Comm Clos

2A186

Elec Clos

2A187

POD Exam

2A188

HAC

2A189

Stair 4

2S4

Lobby

2A191

Corridor

2A100N

Utlity Room, Soiled

2A160 Derm. Exam

2A161

ENT Exam

2A162

ENT Exam

2A163

Reception

2A191

ENT Exam

2A165

ENT Exam

2A166 ENT Exam

2A167

Copy/Storage

2A168

HAC

2A169

Corridor

2A100L

Corridor

2A100M

Toilet

2A156A

ENT Exam

2A167A

Waiting Room

2AC200A

Registration

2AC201

Podiatry Exam Room 4

2AC202

Podiatry Exam Room 3

2AC203

Podiatry Exam Room 2

2AC204

Podiatry Exam Room 1

2AC205

Podiatry Team Hub

2AC206

Podiatry Exam Room 5

2AC208

Podiatry Exam Room 6

2AC209

Patient Toilet

2AC227

Podiatry Exam Room 7

2AC210

Ortho Exam Room 2

2AC226

Podiatry Exam Room 8

2AC211

Ortho Exam Room 3

2AC225

Ortho Exam Room 1

2AC212

Ortho Cast Room

2AC213

Ortho Exam Room 4

2AC224

RME Clean Utility

2AC214

EMS Closet

2AC223

Clean Supply

2AC222

ENT Exam Room

2AC221

ENT Exam Room

2AC220

ENT Exam Room

2AC219

Ortho Exam Room 7

2AC218

Ortho Exam Room 6

2AC217

Nurse Office

2AC216

Ortho Exam Room 5

2AC215

Shared Conference

Room

2AC236

Soft Goods Storage

2AC235

Storage

2AC236A

Ortho Team Hub

2AC233

Shared Break Room

2AC234

Staff Toilet

2AC231

Medication Room

2AC230

Clean Supplies

2AC207

Corridor

2AC200C

Corridor

2AC200B

Corridor

2AC200E

Corridor

2AC200D

Corridor

2AC200F

Corridor

2AC200G

Fume Hood

2AC229

Soiled Utility

2AC232

OA Shaft

2AC228

Alcove

2AC200Ea

Alcove

2AC200Eb

Corridor

2AC200H

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S

SYMBOL LEGEND:

INDICATES EXISTING DOOR

INDICATES NEW DOOR

EXISTING WALLS TO REMAIN

NEW WALLS

WALLS TO BE REMOVED FULL HEIGHT U.N.O.

DASHED LINES INDICATE ITEMS TO BE DEMOLISHED

HATCHED AREA OUTSIDE OF PROJECT SCOPE.

ACCESS INTO CEILING SPACES MAY OCCUR, REFER

TO MEP DWGS.

FIRE-RATED PLASTIC SHEETING/METAL STUD WALL TEMPORARY PARTITION WALL W/3'-0" X 7'-0"

SCWD DOOR FOR CONTRACTOR ACCESS ONLY. WALL AND DOOR TO BE REMOVED UPON

COMPLETION OF WORK U.N.O. PATCH/REPAIR EXISTING CONDITIONS AS REQUIRED UPON

REMOVAL OF ALL TEMPORARY CONSTRUCTION. REFER TO TEMPORARY CONSTRUCTION BARRIER

DETAIL ON SHEET AS-601. SCHEDULE NOTE: CONSTRUCTION OF TEMPORARY BARRIERS SHALL BE

PERFORMED AFTER NORMAL BUSINESS HOURS UNLESS OTHERWISE APPROVED BY THE COR.

TEMPORARY ZIP WALL PROTECTION TO BE PROVIDED AROUND CONSTRUCTION AREA PER VA

SAFETY STANDARDS. INSTALLATION OF ZIP WALL MAY NEED TO OCCUR AFTER RELOCATION OF

CASEWORK/FURNITURE. GC TO COORDINATE SEQUENCING OF INSTALL WITH COR

GENERAL CONSTRUCTION PARTITION NOTE: WHERE TEMP. CONST. PARTITIONS CONFLICT

W/EX. LIGHTS/DIFFUSER/MEP ITEM LOCATIONS (INDICATED ON CEILING DEMOLITION PLANS), GC

SHALL COORD. W/COR TO EITHER TEMPORARILY REMOVE SUCH ITEMS, OR ADJUST LOCATION

OF CONST. PARTITION ACCORDINGLY TO ALLOW ITEMS TO REMAIN IN PLACE

REFER TO SHEET AS-600 FOR WINDOW TYPES#

GENERAL NOTES:

CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

ALL WALLS ARE DRAWN AND DIMENSIONED TO A 5" NOMINAL WIDTH TYPICAL UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE CLEAR DIMENSIONS FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM, ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF

ALL APPLICABLE CODES.

PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING CONDITIONS.

WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME AND PATCH AND REPAIR WITH NEW

TO MATCH EXISTING CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ALL NEW PENETRATIONS IN FIRE-RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF ASSEMBLY AS

REQUIRED.

NEW AND EXISTING FURNITURE SHOWN FOR REFERENCE ONLY. THE OWNER SHALL REMOVE, PRIOR TO CONSTRUCTION, ALL ITEMS THAT THE OWNER DESIRES TO SALVAGE. ALL REMAINING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE PROTECTED THROUGHOUT BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. NEW FURNITURE TO BE FURNISHED AND INSTALLED

BY THE OWNER UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE DUST-REMOVAL WALK-OFF MATS (TACKY MAT) AT ALL CONSTRUCTION ENTRY

POINTS.

CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN NEGATIVE PRESSURE IN WORK AREAS ENSURING NO DUST OR FUMES WILL BE TRANSFERRED TO OCCUPIED AREAS.

PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST-PROOF BARRICADE TO CONFIRM PRESSURE.

DUST MONITORING SHALL BE BY OWNER. SEE SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS"

ATTACHMENT AND 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.

ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE LOCATION OF BARRIERS WITH OWNER.

THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN THE

PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.

FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN EXISTING WALL.

REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E. DOUBLE STUDS, HEADERS) AND PATCH ADJACENT

WALLS TO MATCH EXISTING.

ALL FLOOR, WALL, CEILING, AND MISC. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED BY CODE. ALL EXISTING FIRE-RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRESTOPPING, FIRE RATED DOORS, AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.

DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.

ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS

OTHERWISE APPROVED BY THE COR.

EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE DRILLS/UTILITY PENETRATIONS, GC SHALL UTILIZE GROUND PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED, NEW PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE WILL NOT BE COMPROMISED, AND GC SHALL NOTIFY COR AND A/E TEAM OF ANY ISSUES DISCOVERED IN FIELD. GC SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT ARE REMOVED AS A PART OF DEMOLITION SCOPE, GC SHALL PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED

BY THE COR.

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

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T C

J.

O

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FO

H

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

C U s e rs

\d a v e

\D o c u m e n ts

\E x p a n d E m e rg e n c y D e p t_

R d a k a p la n

.r v t

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/2

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:2

P M

BID ISSUE SUBMISSION

AS-C-2.2

2ND FLOOR REFLECTED CEILING PLAN -

PHASE II

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

NORTH

CEILING PLAN NOTES

Note # Text

1 ALIGN NEW/EXISTING CEILING GRIDS

2 CEILING-MTD. PULL CURTAIN TRACK AND CURTAIN TO BE FURNISHED & INSTALLED BY VA

2A CEILING-MTD. SHOWER CURTAIN TRACK AND CURTAIN TO BE FURNISHED & INSTALLED BY GC

3 LIMESTONE PANEL RETURN @ HEAD OF OPENING

4 CLG. MTD. SWING-ARM STYLE EXAM ROOM BOOM LIGHT, FURNISHED & INSTALLED BY GC. REFER TO MANUF. INSTALLATION REQUIREMENTS AND GC SHALL PROVIDE UNISTRUT ABOVE-CEILING BRACING

SUPPORT TO CONC. SLAB ABOVE PER LIGHT FIXTURE MANUF. DETAILS

5 ALUMINUM TRIM TO BE PROVIDED AT PERIMETER OF CLOUD CEILING AREA. COORD. HEIGHT

W/HEIGHTS OF ADJACENT CEILINGS

6 PLAM-FACED MILLWORK SOFFIT PANEL TO ALIGN WITH UPPER CABINETS BELOW - SEE INTERIOR

ELEVATIONS

7 PTD. GYP. BD. RETURN @ HEAD

8 DASHED LINES INDICATE NEW PNEUMATIC TUBE PIPE ROUTING IN CEILING SPACE. SYSTEM SHALL BE SOLE-SOURCED BY SWISSLOG. TUBING SHALL BE 16 GAUGE GALVANIZED STEEL (POST FORMED WALL THICKNESS OF .062 NOMINAL) AND MEETING ASTM A 653 COATING DESIGNATION G90 OR G60.

MATERIAL TO HAVE A ROCKWELL HARDNESS OF B45 MINIMUM AFTER FORMING AND WELDING

9 NEW WALL-MTD. NURSE CALL LIGHT MOUNTED ABOVE DOOR

10 NEW PNEUMATIC TUBE STATION ON 1ST FLOOR ABOVE

11 PAN TILT ZOOM (PTZ) CAMERA MOUNTED ON PROTRUDED ARM FROM BUILDING - SEE ELEC. DWGS.

12 CLG. MTD. SECURITY CAMERA, SEE ELEC. DWGS.

13 DASHED LINES INDICATE CLG. MTD. PATIENT LIFT - FURNISHED/INSTALLED BY VA. GC TO PROVIDE

ELEC. ROUGH-IN/JUNCTION BOX, SEE ELEC. DWGS.

14 NEW CLG. MTD. RED LIGHT, SWITCHING TO BE LOCATED AT POINT-OF-CARE TESTING ROOM 1AC220.

SEE ELEC. DWGS.

15 DASHED BOX INDICATES EXHAUST SHAFT ENCLOSURE CONSTRUCTED OF 2 HR RATED SHAFTWALL

ASSEMBLY. ASSEMBLY SHALL ALIGN W/2ND FLOOR SHAFT LOCATION ABOVE. REFER TO DETAIL

A/AS-C-0.1. COORD. BOTTOM HT. OF LID IN FIELD

SCALE: 3/16" = 1'-0"

SECOND FLOOR REFLECTED CEILING PLAN - PHASE II

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20

90% CD's SUBMISSION 5.13.20

100% CD's SUBMISSION 6.26.20

UP

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515049 49.4

STEEL GRATING,

OPEN TO SHAFT

BELOW - SEE

SECTIONS THRU

SHAFT AS TAGGED

ALUM. COPING ATOP CMU

KNEE WALL, SEE SECTION ROOF CONSTRUCTION:

EPDM ROOFING SYSTEM OVER

MIN. R-30 RIGID INSULATION,

TAPERED 1/4" PER FOOT TO DRAIN,

5/8" DENS-GLASS PROTECTION

BOARD + VAPOR BARRIER, CAST-

IN-PLACE CONC. ROOF DECK

AS-200

AS-2001

AS-200

E.9

D.9

D.7

D.6

54A 54.7

E'

E' D'

D'

G.5

H

IG

H P

O

IN

T

H

IG

H P

O

IN

T

HIGH POINT

EXISTING

LIMESTONE PANEL

WALL TO REMAIN

AS-201

AS-202

AS-202

AS-203

PORTION OF

EXISTING LIMESTONE

PANEL WALL TO BE

FULLY DEMOLISHED

EXISTING LOWER

ROOF BELOW

S

LO

P E

D O

W N

1/4" P E

R

FT

. T Y

P

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LO

P E

D O

W N

1/4" P E

R

FT

. T Y

P

S

LO

P E

D O

W N

1/4" P E

R

FT

. T Y

P

SLOPE DOWN

1/4" PER FT. TYP.

SLOPE DOWN

1/4" PER FT. TYP.

SLOPE DOWN

1/4" PER FT. TYP.

SLOPE DOWN

1/4" PER FT. TYP.

SLOPE DOWN

1/4" PER FT. TYP.

COLUMN ENCLOSURE

BELOW SHOWN

DASHED

SLOPE DOWN

1/4" PER FT. TYP.

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

ROOF

DRAIN

METAL TRIM BAND BELOW,

SEE ELEVATIONS. JOINTS

TO ALIGN W/FRONT

ELEVATION

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LO

P E

S T

R U

C T

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D O

W N

AS-200 4

CANOPY ROOF

CONSTRUCTION: EPDM

ROOFING SYSTEM OVER 5/8"

DENS-GLASS PROTECTION

BOARD ON METAL DECK

INTERALLY ILLUMINATED, RED

"EMERGENCY" SIGNAGE LETTERING,

TOP-MOUNTED TO CANOPY PARAPET

WALL, SEE ELEVATION

EXISTING CONC.

PEDESTAL PAVER

ROOF

/2

ROOF

DRAIN

ROOF DRAIN

14'-8" 27'-0" 27'-0" 27'-0"

50.1

AS-202

AS-201

AS-201

AS-201

AS-201

AS-201

S

LO

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S T

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C T

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W N

1/ 4"

P E

R F

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80.000°

S

LO

P E

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R U

C T

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W N

49.5

AS-201

AS-201

SIM.

27'-0" 1'-11" 21'-0"

TAPERED

INSULATION

TAPERED

INSULATION

AS-203

AS-203

51.05

AS-203

DASHED LINE

INDICATES

VESTIBULE

WALL BELOW

PAINTED STEEL CANOPY

HANGER RODS ATTACHED

TO COLUMNS ON INTERIOR,

SEE STRUCT. PAINT COLOR

SHALL MATCH CANOPY

METAL PANELS

ALUMINUM COPING

ON PARAPET WALL,

TYP.

ALUMINUM COPING

ON PARAPET WALL,

TYP.

ALUMINUM COPING

ON PARAPET WALL,

TYP.

AS-204

EXISTING BRICK ON CMU

PARAPET WALL IN THIS AREA TO

BE DEMO'D FROM TOP OF EX.

ROOF DECK. NEW ROOFING

MEMBRANE SYSTEM SHALL

OVERLAP ON TOP OF EXISTING

MEMBRANE, BELOW CONCRETE

PEDESTAL PAVERS

NEW LOCATION FOR

AC-50 CONDENSING

UNIT, SEE MECH.

PORTION OF EXISTING

LIMESTONE PIER TO REMAIN

ABOVE NEW ROOF. BOTTOM

TO BE CUT/MODIFIED TO

ACCEPT NEW ROOFING,

REFER TO ENLARGED

SECTION DETAIL

REFER TO ENLARGED SECTION

DETAIL 7/AS-402 FOR

CUTTING/RESUPPORTING OF

LIMESTONE ABOVE NEW ROOF,

TYP. ENTIRE LENGTH OF NEW

ADDITION

REFER TO ENLARGED SECTION

DETAILN 8/AS-402 FOR

CUTTING/RESUPPORTING OF

BRICK ABOVE NEW ROOF, TYP.

ENTIRE LENGTH OF NEW

ADDITION

12" W X 8" H METAL THRU-WALL

SCUPPER. PROVIDE ROOFING

SYSTEM ON INTERIOR

PERIMETER OF SCUPPER

OPENING AND SEAL TO ALL

EXTERIOR MATERIALS TO

PROVIDE WEATHERTIGHT

CONDITION. SEE EXTERIOR

ELEVATIONS FOR LOCATION

INTENT

ALUM. COPING

ATOP BRICK WALL

BELOW, SEE

SECTION

AS-402

TYP.

DETAIL

AS-402

TYP.

DETAIL

AS-402

ALUM. COPING

ATOP NEW

EXERIOR WALL

12" W X 8" H METAL THRU-WALL

SCUPPER. PROVIDE ROOFING

SYSTEM ON INTERIOR PERIMETER

OF SCUPPER OPENING AND SEAL

TO ALL EXTERIOR MATERIALS TO

PROVIDE WEATHERTIGHT

CONDITION. SEE EXTERIOR

ELEVATIONS FOR LOCATION

INTENT

12" W X 8" H METAL THRU-WALL

SCUPPER. PROVIDE ROOFING

SYSTEM ON INTERIOR PERIMETER

OF SCUPPER OPENING AND SEAL

TO ALL EXTERIOR MATERIALS TO

PROVIDE WEATHERTIGHT

CONDITION. SEE EXTERIOR

ELEVATIONS FOR LOCATION

INTENT

PORTION OF EXISTING LIMESTONE PIER TO

REMAIN ABOVE NEW ROOF. BOTTOM TO BE

CUT/MODIFIED TO ACCEPT NEW ROOFING,

REFER TO ENLARGED SECTION DETAIL

PEDESTAL-MOUNTED

ROOFTOP SECURITY

CAMERA. SEE ELEC. DWGS.

PEDESTAL-

MOUNTED

ROOFTOP

SECURITY

CAMERA. SEE

ELEC. DWGS.

3S4

3AC267 3AC266 3AC265 3AC264 3AC263 3AC262

3AC261 3AC259

3AC260

3AC231 3AC234 3AC236 3AC237 3AC238 3AC240

3AC241

3AC232 3AC233 3AC235 3AC239

3AC218 3AC219 3AC220 3AC221 3AC222 3AC223

3AC258

3AC267

3AC256

3AC255

3AC254

3AC217

3AC257

3AC230

'-0

AS-200

12" W X 16" H +/- METAL THRU-

WALL SCUPPER. PROVIDE

ROOFING SYSTEM ON INTERIOR

PERIMETER OF SCUPPER

OPENING AND SEAL TO ALL

EXTERIOR MATERIALS TO

PROVIDE WEATHERTIGHT

CONDITION. SEE EXTERIOR

ELEVATIONS FOR LOCATION

INTENT

IN

S

U

LA

T

V

S T

IB

U

LE

R

O O

F U

N

IN

S U

LA

T

A N

O P

Y R

O O

F

CONSTRUCT STUD WALL

W/SHEATHING AT EXPOSED END

OF LIMESTONE PANEL. RUN ROOF

MEMBRANE UP ENTIRE FACE.

FULLY SEAL

SECURELY ANCHOR

END OF GUARDRAIL

TO REAR OF

LIMESTONE

10'-0" MIN. VIF

NEW 1-1/2" DIA. PTD. STL. GUARDRAIL

ANCHORED TO TOP OF EX./NEW ROOF FOR

FALL PROTECTION. TOP OF GUARDRAIL

SHALL BE SET @ 42" MIN. ABOVE THE

HIGHEST POINT OF THE ROOF - VERIFY

HEIGHT IN FIELD AND DEPTH OF ROOFING

SYSTEM TO DECK. SEE SECTION 1/AS-204

FOR DETAIL

6"

12" W X 16" H +/- METAL THRU-

WALL SCUPPER. PROVIDE

ROOFING SYSTEM ON INTERIOR

PERIMETER OF SCUPPER

OPENING AND SEAL TO ALL

EXTERIOR MATERIALS TO

PROVIDE WEATHERTIGHT

CONDITION. SEE EXTERIOR

ELEVATIONS FOR LOCATION

INTENT

ROOF LOW

PT. @ D.7

LINE

OPEN TO

BELOW

NEW 1-1/2" DIA. PTD. STL. GUARDRAIL

ANCHORED TO TOP OF EX./NEW ROOF FOR

FALL PROTECTION. TOP OF GUARDRAIL

SHALL BE SET @ 42" MIN. ABOVE THE

HIGHEST POINT OF THE ROOF - VERIFY

HEIGHT IN FIELD AND DEPTH OF ROOFING

SYSTEM TO DECK. SEE SECTION 1/AS-204

FOR DETAIL

16'-0"

AS-204

GENERAL NOTES:

CONSIDER ALL AREAS OWNER-OCCUPIED UNLESS NOTED OTHERWISE.

ALL WALLS ARE DRAWN AND DIMENSIONED TO A 5" NOMINAL WIDTH TYPICAL UNLESS OTHERWISE NOTED.

ALL DIMENSIONS ARE CLEAR DIMENSIONS FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD.

ALL SUB-CONTRACTORS (I.E. FIRE PROTECTION, HVAC, FIRE ALARM, ELECTRICAL, ETC.) TO DESIGN AND INSTALL SYSTEM PER OWNER REQUIREMENTS AND IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF

ALL APPLICABLE CODES.

PATCH AND REPAIR ALL EXISTING AREAS TO REMAIN AS REQUIRED TO MATCH EXISTING CONDITIONS.

WHERE NEW UTILITIES ARE TO BE INSTALLED IN EXISTING PARTITIONS, ALL SUB-CONTRACTORS SHALL REMOVE EXISTING DRYWALL AS REQUIRED FOR INSTALLATION OF SAME AND PATCH AND REPAIR WITH NEW

TO MATCH EXISTING CONDITIONS UPON COMPLETION OF UTILITY INSTALLATION.

ALL DAMAGE TO EXISTING AREAS OCCURING AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED AS REQUIRED BY THE CONTRACTOR. CONTRACTOR SHALL PROTECT ALL EXISTING WALL, CEILING, AND FLOOR FINISHES IN EACH AREA. ANY SURFACES DAMAGED BY CONTRACTOR SHALL BE REPLACED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ALL NEW PENETRATIONS IN FIRE-RATED ASSEMBLIES TO MAINTAIN FIRE RATING OF ASSEMBLY AS

REQUIRED.

NEW AND EXISTING FURNITURE SHOWN FOR REFERENCE ONLY. THE OWNER SHALL REMOVE, PRIOR TO CONSTRUCTION, ALL ITEMS THAT THE OWNER DESIRES TO SALVAGE. ALL REMAINING ITEMS INDICATED TO BE DEMOLISHED SHALL BE REMOVED BY THE CONTRACTOR AND LEGALLY DISPOSED OF IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. ALL ITEMS TO REMAIN IN SPACE SHALL BE PROTECTED THROUGHOUT BY THE CONTRACTOR THROUGHOUT CONSTRUCTION. NEW FURNITURE TO BE FURNISHED AND INSTALLED

BY THE OWNER UNLESS NOTED OTHERWISE.

CONTRACTOR SHALL PROVIDE DUST-REMOVAL WALK-OFF MATS (TACKY MAT) AT ALL CONSTRUCTION ENTRY

POINTS.

CONTRACTOR SHALL PROVIDE HEPA FILTERED NEGATIVE AIR MACHINE(S) TO MAINTAIN NEGATIVE PRESSURE IN WORK AREAS ENSURING NO DUST OR FUMES WILL BE TRANSFERRED TO OCCUPIED AREAS.

PROVIDE VISUAL PRESSURE MONITORING DEVICE AT DUST-PROOF BARRICADE TO CONFIRM PRESSURE.

DUST MONITORING SHALL BE BY OWNER. SEE SPECIFICATION 01 00 00 "GENERAL REQUIREMENTS"

ATTACHMENT AND 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS.

ALL DEMOLITION WORK BEING DONE OUTSIDE TEMPORARY PARTITIONS IS TO BE APPROPRIATELY SEALED OFF TO PREVENT THE TRANSMISSION OF DUST AND DEBRIS. WORK SHALL BE DONE TO MINIMIZE DISRUPTION TO VISITORS, PATIENTS, AND STAFF. COORDINATE LOCATION OF BARRIERS WITH OWNER.

THE HOSPITAL'S SMOKE AND FIRE SUPPRESSION SYSTEM SHALL REMAIN IN OPERATION WITHIN THE

PROJECT AREA DURING THE ENTIRE CONSTRUCTION PHASE.

FIELD VERIFY LOCATION OF ALL EXISTING CONDITIONS. NOTIFY COR OF ANY DISCREPANCIES.

WHERE NEW DOORS ARE INDICATED IN EXISTING WALL ASSEMBLIES, CUT OPENINGS IN EXISTING WALL.

REFER TO DOOR SCHEDULE FOR DIMENSIONS. PREPARE OPENINGS FOR NEW DOOR, INCLUSIVE OF THE ADDITION OF JAMB AND HEAD STUD REINFORCEMENT (I.E. DOUBLE STUDS, HEADERS) AND PATCH ADJACENT

WALLS TO MATCH EXISTING.

ALL FLOOR, WALL, CEILING, AND MISC. FIRE-RESISTIVE ASSEMBLIES AND CONSTRUCTION SHALL BE OF THE FIRE RATING CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED BY CODE. ALL EXISTING FIRE-RESISTIVE ASSEMBLIES SHALL BE MAINTAINED AND THE RATING NOT COMPROMISED. FIRE RATED ASSEMBLIES AND CONSTRUCTION INCLUDING ALL FIRESTOPPING, FIRE RATED DOORS, AND MISC. FIRE RESISTIVE REQUIREMENTS SHALL BE LEFT UNCONCEALED AS REQUIRED FOR INSPECTION BY THE BUILDING OFFICIAL.

DEBRIS REMOVAL SHALL NOT INTERFERE WITH OWNER'S OPERATIONS AND SHALL OCCUR DURING OFF HOURS AS DETERMINED BY THE COR. SEE ALSO SPECIFICATION SECTION 01 35 26 "SAFETY REQUIREMENTS" FOR ADDITIONAL REQUIREMENTS REGARDING THE HAULING OF DEBRIS FROM THE PROJECT AREA.

ALL NOISE-GENERATING OPERATIONS SHALL BE SCHEDULED SO AS NOT TO IMPEDE OWNER'S OPERATIONS AS DETERMINED BY THE COR. ALL WORK IN PUBLIC CORRIDORS SHALL BE PERFORMED OFF-HOURS UNLESS

OTHERWISE APPROVED BY THE COR.

EXISTING FLOOR SLABS ARE 2 HR FIRE RATED. FOR ALL NEW CORE DRILLS/UTILITY PENETRATIONS, GC SHALL UTILIZE GROUND PENETRATING RADAR TO X-RAY EXISTING FLOOR SLAB AT PROPOSED, NEW PENETRATION LOCATION TO ENSURE THAT FLOOR SLAB REBAR STRUCTURE WILL NOT BE COMPROMISED, AND GC SHALL NOTIFY COR AND A/E TEAM OF ANY ISSUES DISCOVERED IN FIELD. GC SHALL PROVIDE NEW 2 HR RATED THRU-SLAB FIRESTOP ASSEMBLIES AT ALL PENETRATIONS. FOR EXISTING THRU-SLAB UTILITIES THAT ARE REMOVED AS A PART OF DEMOLITION SCOPE, GC SHALL PATCH CONCRETE SLAB FULLY WITH NEW CONCRETE TO MATCH EXISTING OR APPROVED 2 HR RATED INFILL FIRESTOP ASSEMBLY WHEN APPROVED

BY THE COR.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

SYMBOL LEGEND:

INDICATES EXISTING DOOR

INDICATES NEW DOOR

EXISTING WALLS TO REMAIN

NEW WALLS

WALLS TO BE REMOVED FULL HEIGHT U.N.O.

DASHED LINES INDICATE ITEMS TO BE DEMOLISHED

HATCHED AREA OUTSIDE OF PROJECT SCOPE.

ACCESS INTO CEILING SPACES MAY OCCUR, REFER

TO MEP DWGS.

FIRE-RATED PLASTIC SHEETING/METAL STUD WALL TEMPORARY PARTITION WALL W/3'-0" X 7'-0"

SCWD DOOR FOR CONTRACTOR ACCESS ONLY. WALL AND DOOR TO BE REMOVED UPON

COMPLETION OF WORK U.N.O. PATCH/REPAIR EXISTING CONDITIONS AS REQUIRED UPON

REMOVAL OF ALL TEMPORARY CONSTRUCTION. REFER TO TEMPORARY CONSTRUCTION BARRIER

DETAIL ON SHEET AS-601. SCHEDULE NOTE: CONSTRUCTION OF TEMPORARY BARRIERS SHALL BE

PERFORMED AFTER NORMAL BUSINESS HOURS UNLESS OTHERWISE APPROVED BY THE COR.

TEMPORARY ZIP WALL PROTECTION TO BE PROVIDED AROUND CONSTRUCTION AREA PER VA

SAFETY STANDARDS. INSTALLATION OF ZIP WALL MAY NEED TO OCCUR AFTER RELOCATION OF

CASEWORK/FURNITURE. GC TO COORDINATE SEQUENCING OF INSTALL WITH COR

GENERAL CONSTRUCTION PARTITION NOTE: WHERE TEMP. CONST. PARTITIONS CONFLICT

W/EX. LIGHTS/DIFFUSER/MEP ITEM LOCATIONS (INDICATED ON CEILING DEMOLITION PLANS), GC

SHALL COORD. W/COR TO EITHER TEMPORARILY REMOVE SUCH ITEMS, OR ADJUST LOCATION

OF CONST. PARTITION ACCORDINGLY TO ALLOW ITEMS TO REMAIN IN PLACE

REFER TO SHEET AS-600 FOR WINDOW TYPES#

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

AT

E

I

T C

J.

O

O

FO

H

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

C U s e rs

\d a v e

\D o c u m e n ts

\E x p a n d E m e rg e n c y D e p t_

R d a k a p la n

.r v t

/8

/2

:5

:0

P M

BID ISSUE SUBMISSION

AS-3.1

THIRD FLOOR/NEW ADDITION ROOF PLAN -

PHASE I

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

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

THIRD FLOOR/NEW ADDITION ROOF PLAN - PHASE I

NORTH

Revisions: Date:

SCHEM. DESIGN SUBMISSION 10.21.19

DESIGN DEV. SUBMISSION 12.9.19

65% CD's SUBMISSION 1.28.20

90% CD's SUBMISSION 5.13.20

100% CD's SUBMISSION 6.26.20

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. FOURTH FLOOR

703' - 0 1/8"

AC-5-ROOF

716' - 9 5/8"

HGFE.1 F.4

T/ADDITION ROOF

691' - 0 3/4"

E.9D.9D.7D.6D G.5

1 2

DESIGN INTENT NOTE #1

AS-201

BEYOND

EX. BLDG. BEYOND

ALIGN

ALIGN

"6

NEW CURTAIN WALL

SYSTEM TO BE

INSTALLED IN EXISTING,

LIMESTONE ROUGH

OPENING. VERIFY DIMS.

IN FIELD

EQ EQEQ EQ

AS-201

SIM.

AS-201

AS-201

12 4

ALIGN,

TYP.

EQ EQ

12A

CONTROL

JT.

CONTROL

JT.

AS-204

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. FOURTH FLOOR

703' - 0 1/8"

T/ADDITION ROOF

691' - 0 3/4"

54A

54.7

AS-201

7A

DESIGN INTENT NOTE #1

EX. BLDG.

CONTROL

JT.

SEE DETAIL

N/AS-400

ALIGN

PANEL JTS.

W/BRICK

OPGS.

EQ EQ

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. FOURTH FLOOR

703' - 0 1/8"

T/ADDITION ROOF

691' - 0 3/4"

EXISTING LIMESTONE-CLAD

WALL BEYOND TO REMAIN

3 7

AS-202

AS-201

AS-201

ALIGN, TYP.

CONTROL

JT.

CONTROL

JT.

EQ EQ

AS-201

AS-201

ALIGN,

TYP.

3'-0"

EXISTING BUILDING BEYOND

14 14

EQ.

15 15 15

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

5049.4

T/ADDITION ROOF

691' - 0 3/4"

AS-202

5 3

S E

E

S O

U T

H

M A

IN

F

A C

A D

E

E

LE

V A

T

IO

N F

O R

C O

N T

IN

U

A T

IO

N

EXISTING LIMESTONE-

CLAD WALL TO REMAIN

50.149.5

NEW PTD. HOLLOW

METAL DOORS FOR

TEMP. EMERG. DEPT.

ENTRY, SEE SCHEDULE

EXISTING BRICK

WALL TO REMAIN

EXISTING

BUILDING

15 15

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. THIRD FLOOR

691' - 2 3/4"

EX. FOURTH FLOOR

703' - 0 1/8"

F E.1

T/ADDITION ROOF

691' - 0 3/4"

E.9 D.9 D.7 D.6 D

AS-202

2 3

AS-201

EX. BLDG

POCHED IN

BLACK

EX. BLDG.

ALIGN

EQ EQ

EX. LOWER

ROOF AREA

AS-204

EX.

LIMESTONE-

CLAD WALL

CONTROL

JT.

12A

ALIGN,

TYP.

NEW PTD.

FALL

PROTECTION

GUARDRAILS,

SEE ROOF

PLAN

ELEVATION NOTES:

DESIGN INTENT NOTE #1:

IT IS THE INTENT FOR TOP OF THE NEW METAL PANEL PARAPET TO ALIGN WITH THE TOP OF THE EXISTING LIMESTONE PANEL BELOW THE EXISTING CURTAIN WALL AS SHOWN. GC SHALL VERIFY ACTUAL EXISTING PANEL

HEIGHT ON BUILDING AND ALIGN ACCORDINGLY.

METAL PANEL COLOR 'A' - ANODIZED ALUMINUM TO MATCH EX. BUILDING METAL PANELS

METAL PANEL COLOR 'B' - RED

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. THIRD FLOOR

691' - 2 3/4"

HGF

T/ADDITION ROOF

691' - 0 3/4"

E.9 G.5

DASHED LINE INDICATES

NORTHERN FACE OF

NEW ADDITION

SOLID GRAY STRIP INDICATES

EXISTING CONC. BEAM WITHIN

PLANE OF EXTERIOR WALL TO

REMAIN IN PLACE. COORD. CUTTING

OF SALLYPORT ROOF SLAB TO

MAINTAIN BEAM

HEAVY DASHED LINES INDICATE

EXISTING SALLYPORT WALLS

AND ROOF SLAB STRUCTURE

TO BE DEMOLISHED IN FULL

HEAVY DASHED LINES INDICATE

EXISTING SALLYPORT WALLS

AND ROOF SLAB STRUCTURE

TO BE DEMOLISHED IN FULL

EX. EXT. WALL

TO REMAIN

SALLYPORT ROOF STRUCTURE

S A

LL

Y

P O

R T

E X

T . W

A

LL

AS-402

TYP.

7'-3" 3'-2" 9'-0 1/2"

SEE NEW ELEVATION

FOR NEW CURTAIN WALL

TO INFILL OPENING

2'-3 1/2"

LIMESTONE INFILL INTENT IS TO

PATCH/REPAIR LIMESTONE @

FORMER SALLYPORT EXTERIOR

WALL. VERIFY DIMS. IN FIELD

1'-4"

SEE SECTION DETAILS &

STRUCT. DWGS. FOR SHORING

OF EX. LIMESTONE TO REMAIN

ABOVE NEW ADDITION ROOF

STRUCTURE, TYP.

E

X . E

X T

. W

LL

T

R E

M A

IN

S A

LL

Y

P O

R T

E X

T . W

A

LL

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

EX. THIRD FLOOR

691' - 2 3/4"

EX. FOURTH FLOOR

703' - 0 1/8"

53525150 51.149.4 54

T/ADDITION ROOF

691' - 0 3/4"

AS-402

TYP.

EXISTING STAIR DOOR

TO BE REMOVED AND

INFILLED, SEE PLANS

INTERIOR

SPACE

EX. ROOF SLAB TO BE

DEMO'D

EX. DISPATCH

STRUCTURE

EXT. WALLS TO

BE DEMO'D

PORTION OF EX.

ROOF SLAB TO

REMAIN, SEE PLAN

EXISTING ENTRY

DOOR/WALL TO BE

DEMO'D

SEE SECTION DETAILS &

STRUCT. DWGS. FOR SHORING

OF EX. BRICK/LIMESTONE TO

REMAIN ABOVE NEW ADDITION

ROOF STRUCTURE, TYP.

EX. SALLYPORT

STRUCTURE TO BE

DEMO'D IN FULL

E

X . E

X T

. W

LL

T

R E

M A

IN

AND CANOPY TO BE DEMOLISHED IN FULL

EX. LIMESTONE CLAD FEATURE WALL

2'-0"

EX. LIMESTONE CLAD FEATURE WALL

TO REMAIN. MODIFICATIONS/PARTIAL

REMOVAL MAY OCCUR, SEE

PLANS/SECTIONS

DASHED LINES INDICATE LIMESTONE

CLAD ENTRY FEATURE WALL IN

FOREGROUND

DEMOLITION ELEVATION NOTES:

EXISTING LIMESTONE PANELING OR BRICK MASONRY TO BE REMOVED IN FULL. REMOVAL

OF EXISTING CMU BACKUP WALL MAY ALSO OCCUR - REFER TO PHASED DEMOLITION

PLANS FOR SEQUENCING OF REMOVAL. EARLIER PHASES WILL UTILIZE EXISTING CMU

BACKUP WALL TO SERVE AS TEMPORARY CONST. BARRIER TO OCCUPIED INTERIOR

SPACES

DASHED "X'ED" BOX INDICATES NEW CONNECTING OPENING TO BE CUT INTO WALL

BETWEEN ADDITION AND EXISTING BUILDING. REFER TO DEMOLITION PLANS FOR

PHASING, EXACT LOCATION, AND DIMENSIONS

NEW LIMESTONE PANELS TO INFILL LOCATION OF FORMER SALLYPORT CONSTRUCTION.

COLOR AND SPEC SHALL MATCH EXISTING BUILDING AS CLOSE AS POSSIBLE. ALIGN ALL

JOINTS WITH EXISTING, VERIFY DIMENSIONS IN FIELD. CONNECTIONS TO EX. CMU BACK-UP

WALL SHALL BE ENGINEERED AND DETERMINED BY STONE SUPPLIER

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: NICK CARROZZA

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Louis Stokes Cleveland

VA Medical Center

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 OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

E T

G

DE

I

RET

S

HCRA

I

KACZMAR

STANLEY

NO. 4988

T

E R

S

AT

E

I

T C

J.

O

O

FO

H

1468 WEST 9TH STREET #400

CLEVELAND, OH 44113

P. 216.687.1555 F. 216.687.1558

STRUCTURAL ENGINEERING:

THORSON BAKER + ASSOCIATES

3030 WEST STREETSBORO RD.

RICHFIELD, OH 44286

P. 330.659.6688

CIVIL/MECH./ELEC./PLUMBING ENGINEERING:

SCHEESER BUCKLEY MAYFIELD, LLC

1540 CORPORATE WOODS PKWY.

UNIONTOWN, OH 44111

P. 330.526.2700

COST ESTIMATING:

MCGUINESS UNLIMITED, INC.

15724 STILLWOOD AVE.

CLEVELAND, OH 44111

P. 440.667.5120

LANDSCAPE ARCHITECTURE:

JAMES S. MCKNIGHT

P.O. BOX 14158

CLEVELAND, OH 44114

P. 216.952.2408

C U s e rs

\d a v e

\D o c u m e n ts

\E x p a n d E m e rg e n c y D e p t_

R d a k a p la n

.r v t

/8

/2

:5

:1

P M

BID ISSUE SUBMISSION

AS-200

NEW ADDITION EXTERIOR ELEVATIONS EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD.