Emergency Dept Expansion - ADDENDUM 2 - Drawings.pdf

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 F

T . T

Y P

.S

LO

P

E D

O W

N

1/4" P E

R F

T . T

Y P

S

LO

P E

D O

W N

1/4" P E

R F

T . 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

S

LO

P E

S T

R U

C T

U R

E

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

P E

S T

R U

C T

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W N

1/ 4"

P E

R F

T . T

Y P

80.000°

S

LO

P E

S T

R U

C T

U

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 NEW ALUM.

COPING ASSEMBLY - SEE

SECTION DETAIL

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 FREE-STANDING, NON-PENETRATING

GUARDRAIL SYSTEM. BASIS OF DESIGN:

KATTSAFE GW34 SERIES (OR EQUAL) @ 42"

MIN. ABOVE THE HIGHEST POINT OF THE

ROOF - VERIFY HEIGHT IN FIELD.

GUARDRAILS SHALL BE IN COMPLIANCE

WITH OSHA 1926.02 & OSHA 1910.23. GC

SHALL SUBMIT DOCUMENTATION INDICATED

COMPLIANCE WITH SAME

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 FREE-STANDING, NON-PENETRATING

GUARDRAIL SYSTEM. BASIS OF DESIGN:

KATTSAFE GW34 SERIES (OR EQUAL) @ 42" MIN.

ABOVE THE HIGHEST POINT OF THE ROOF -

VERIFY HEIGHT IN FIELD. GUARDRAILS SHALL BE

IN COMPLIANCE WITH OSHA 1926.02 & OSHA

1910.23. GC SHALL SUBMIT DOCUMENTATION

INDICATED COMPLIANCE WITH SAME. VERIFY

FINAL LOCATION IN FIELD W/CONDENSING UNIT

18'-0"

AS-204

SECURELY ANCHOR

END OF GUARDRAIL

TO EXTERIOR WALL

'-0

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

BID ISSUE SUBMISSION

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

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/1

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P

M

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

FINAL CD's SUBMISSION 9.11.20

BID ISSUE SUBMISSION 2.9.21

ADDENDUM 2 4.16.21

SECOND FLOOR

679' - 5 3/8"

49.4

AS-202

AS-202

50.1

14'-10"

1'-0"

1'-8"

CANOPY T.O.S. LOW

681' - 5"

.0

+/- 2'-5"

49.5

8"

METAL PANELS, SEE

ELEVATIONS

METAL PANELS

CONT. DRIP EDGE

ALUM. COPING, FINISH TO

MATCH METAL PANELS

METAL PANEL

SYSTEM OVER AIR+

WEATHER RES.

BARRIER & EXTERIOR

GRADE SHEATHING

ON 6" METAL STUDS

@ 16" O.C.

TWO (2) LAYERS 3/4" FRTW

PLYWOOD, SLOPED

TOWARDS ROOF

ROOF MEMBRANE ON

FRTW PLYWOOD

SHEATHING, CONT. TO

FRONT EDGE OF COPING

ROOF DRAIN, ROUTE LEADER

TO COLUMN (BEYOND).

PROVIDE HEAT TRACE. SEE

PLUMBING DWGS.

2'-8"

ALUMINUM

COMPOSITE METAL

PANEL SYSTEM

OVER AIR +

WEATHER BARRIER,

5/8" EXT. GRADE

SHEATHING, 6" MTL.

STUD FRAMING @

16" O.C., SEE

REFLECTED CEILING

PLAN FOR COLOR,

JOINTS, AND

RECESSED LINEAR

LIGHTING

LOCATIONS

2 HR RATED EDGE-OF-SLAB FIRESTOP

ASSEMBLY, TYP. ENTIRE PERIMETER.

PER UL DESIGN CW-S-1013. SEE

ENLARGED SECTION DETAIL FOR

ADDT'L. DETAILS

/4

/1

/1

STUD CLIPS TYP., SEE

STRUCT. DWGS.

AS-403

AS-403

NEW CURTAIN SYSTEM IN

EX. LIMESTONE WALL

OPENING BEYOND

EXISTING LIMESTONE CLAD

PANEL WALL BEYOND

BONDBREAKER, TYP.

ALUM. CURTAIN WALL

SYSTEM, TYP.

QUARTZ WINDOW SILL,

TYP.

AS-402

SEE SECTION 1

FOR TYP. WALL

NOTES

1'-3"

ALL CANOPY STEEL FRAMING

AND METAL ROOF DECK

SHALL RECEIVE 90 MIN.

FIREPROOF SPRAY

ASSEMBLY PER UL DES P719.

REFER TO UL ASSEMBLY FOR

REQUIRED THICKNESS

1'-7"

1'-7"

SLOPED TOP OF ROOF,

SEE ROOF PLAN

6" H CONC. CURB BASE, SEE

ELEVATIONS

METAL PANELS, SEE

ELEVATIONS

6" H CONC. CURB BASE, SEE

ELEVATIONS

F

E.1

T/ADDITION ROOF

691' - 0 3/4"

E.9

D.7

Main Entry Vestibule

1A208

5/8" GWB ON 1-5/8" MTL.

FURRING WITH 1-1/2"

RIGID INSUL. IN BETWEEN

NEW 8" CMU ON

EXISTING BEAM, SEE

STRUCT. DWGS.

EX. FLOOR SLAB TO REMAIN,

SEE STRUCT. DWGS. FOR

CONNECTIONS TO NEW SLAB

EX. CONC. BEAM AND

FLOOR SLAB

EX. LIMESTONE

TO REMAIN

FROST SLAB,

SEE STRUCT.

DWGS.

NEW AUTOMATIC

SLIDING DOOR SYSTEM

EXISTING SLAB

AND GRADE

BEAMS TO

REMAIN

ROOF MEMBRANE

OVER INSULATION,

VAPOR BARRIER,

PROTECTION BD.,

METAL DECK

FLASHING

METAL PANEL

EX. CONC. BEAM

EX. WALL W/

LIMESTONE FINISH TO

REMAIN

EX. LIMESTONE

COPING

AS-403

AS-403

ALUM. CURTAIN

WALL SYSTEM

GYP. BD. SOFFIT ON 3-5/8"

MTL. STUDS @ 16" O.C.

EX. LIMESTONE PANELING TO

BE CUT AND RESUPPORTED

TO PERMIT NEW ROOF SLAB

CONSTRUCTION, SEE

ENLARGED DETAIL

EX. LIMESTONE CLAD WALL

ASSEMBLY TO REMAIN.

PORTIONS OF PANELING TO BE

REMOVED/RESUPPORTED - SEE

ENLARGED SECTION DETAILS

SEE STRUCT.

DWGS. FOR BEAM

BEARING DETAIL

V

IF

E

X

O P

G

EXISTING HEADER

OF OPENING TO

REMAIN

Lobby/Waiting

X1A211

Waiting Room

2AC200A

NEW ROOF SLAB DOWELED

INTO EX. SLAB & BEAM, SEE

STRUCT.

EX. COPING & BRICK

ON CMU WALL @ EX.

ROOF PARAPET TO BE

DEMO'D AS SHOWN

(SEE ROOF PLAN

LINE OF EXISTING

EXTERIOR WALL

BEYOND

NEW

STOREFRONT

ENTRY DOOR,

SEE SCHED.

BOX STUD

HEADER

EX. CLGS.

TO REMAIN

INFILL W/GYP.

BD. AS REQ'D.

@ JT. TO EX.

CLG.Lobby

2A191

NEW SLAB-ON-

GRADE WITH

RECESSED

PEDESTRIAN

MAT

ALL CANOPY STEEL FRAMING AND METAL

ROOF DECK SHALL RECEIVE 90 MIN.

FIREPROOF SPRAY ASSEMBLY PER UL

DES P719. REFER TO UL ASSEMBLY FOR

REQUIRED THICKNESS

INSULATED EXTERIOR

WALL ASSEMBLY SHALL

EXTEND TO UNDERSIDE

OF DECK AS SHOWN.

FULLY SEAL AROUND

STEEL BEAM

PENETRATION THRU WALL

AS-204

VESTIBULE FLOOR

SLAB: CONC. SLAB-ON-

GRADE OVER VAPOR

BARRIER, 2" R-10 RIGID

INSULATION, EXTENDED

MIN. 2'-0" INTO

INTERIOR OF BUILDING

STUD HEADER,

SEE STRUCT.

CAULK,

FLASHING

CANOPY

ROOF

VESTIBULE

ROOF

FIBER CANT

STRIP @ ROOF

TRANSITION

7 5/8"

FRTW WD. PLATE

INFILL, SEE

ENLARGED DETAIL

LAP

ROOFING

SYSTEMS

BELOW NEW

COPING

SEE ROOF

PLAN FOR

LOW POINT &

DRAIN

LOCATION

AS-403

FIRST FLOOR

667' - 0"

BASEMENT LEVEL

653' - 3"

SECOND FLOOR

679' - 5 3/8"

EX. THIRD FLOOR

691' - 2 3/4"

T/ADDITION ROOF

691' - 0 3/4"

D'

CANOPY T.O.S. HIGH

683' - 6"

2'-0" 18'-3"

CANOPY T.O.S. MID

682' - 8 1/2"

1'-4"

11 1/2"

CONT. DRIP EDGE

CONT. STEEL ANGLE,

SEE STRUCT.

ALUM. COPING, FINISH

TO MATCH METAL

PANELS

METAL PANEL SYSTEM

OVER AIR+ WEATHER

RES. BARRIER &

EXTERIOR GRADE

SHEATHING ON 6"

METAL STUDS @ 16"

O.C.

FRTW NAILER

ALUMINUM COMPOSITE

METAL PANEL SYSTEM

OVER AIR + WEATHER

BARRIER, 5/8" EXT. GRADE

SHEATHING, 6" MTL. STUD

FRAMING @ 16" O.C., SEE

REFLECTED CEILING PLAN

FOR JOINT AND RECESSED

LINEAR LIGHTING

LOCATIONS

5/8" GWB SOFFIT ON

METAL STUD

FRAMING

SUSPENDED CEILING

SYSTEM

DRYWALL TO ACOUSTICAL

TRANSITION MOLDING WITH

SHADOW REVEAL,

ARMSTRONG 7902 OR EQ.

SEE SECTION 5, SHEET

AS-201 FOR TYP.

BASEMENT &

WATERPROOFING NOTES

TYPICAL BRICK WALL

CONSTRUCTION

SEE SECTION 5, SHEET AS-201

ALUMINUM STOREFRONT WINDOWS

TYP. SEE WINDOW TYPES FOR

GLAZING

/2

2 HR RATED EDGE-OF-SLAB FIRESTOP

ASSEMBLY, TYP. ENTIRE PERIMETER. PER UL

DESIGN CW-S-1013. SEE ENLARGED SECTION

DETAIL FOR ADDT'L. DETAILS

METAL PANEL RETURN @

TOP, SLOPE 1/4" PER FOOT

FOR DRAINAGE

STUD CLIPS TYP., SEE

STRUCT. DWGS.

AS-403

AS-403

AS-402

1'-4"

EPDM ROOF MEMBRANE

OVER 5/8" FRTW PLYWOOD,

STEEL ROOF DECKING,

SLOPED STEEL STRUCTURE,

1/4" PER FOOT

SLOPE DN. 1/4" PER FOOT

AS-402

NOTE: DIMENSION VARIES ON

ELEVATION, SEE EXTERIOR

ELEVATIONS FOR PUNCHED

OPENING WINDOW HEIGHTS

AND SHEET AS-600 FOR

WINDOW DIMENSIONS

QUARTZ WINDOW

SILL, TYP.

CONT. ALUM. COPING OVER

FRTW WOOD PLATE, TYP.

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

TYPICAL BRICK WALL CONSTRUCTION: FACEBRICK

OVER 2-3/4" AIRSPACE, CONTINUOUS R-7.5 RIGID

INSULATION BOARD, AIR + WEATHER BARRIER, GYP.

SHEATHING, 6" MTL. STUDS @ 16" O.C. W/R-19 BATT

INSUL. IN BETWEEN, 5/8" GYPSUM BOARD FINISH ON

INTERIOR. PROVIDE VAPOR BARRIER ON WARM SIDE

OF BATT INSULATION. VAPOR BARRIER SHALL HAVE

FLAME SPREAD INDEX MAX. OF 25 AND SMOKE

DEVELOPED INDEX MAX OF 450.

BRICK TIES SHALL BE PROVIDED

@ 16" O.C. VERTICALLY, TYP.

BRICK WEEPS SHALL BE

PROVIDED @ 24" O.C. MIN.

HORIZONTALLY @ ALL FLASHING

AND SHELF ANGLE LOCATIONS

ALL CANOPY STEEL FRAMING

AND METAL ROOF DECK

SHALL RECEIVE 90 MIN.

FIREPROOF SPRAY

ASSEMBLY PER UL DES P719.

REFER TO UL ASSEMBLY FOR

REQUIRED THICKNESS

1'-3"

1'-7"

METAL PANELS OVER 2" MTL. FURRING ZEE-

CHANNELS @ 24" O.C. W/CONT. R-7.5

INSULATION BOARD, AIR + WEATHER BARRIER,

GYP. SHEATHING, 6" STUDS @ 16" O.C. W/R-19

BATT INSUL. IN BETWEEN, VAPOR BARRIER ON

WARM SIDE OF INSULATION

METAL PANEL PIER

BEYOND. JOINTS TO

ALIGN WITH FRONT

ELEVATION

TAPERED INSULATION,

SLOPED MIN. 1/4" PER

FT. TO DRAIN, SEE ROOF

PLAN

/4

/1

PTD. COVER PLATE @

CONNECTION, SEE STRUCT.

GALV. STEEL HANGER ROD,

SEE ROOF PLAN FOR

DETAILS. PAINT TO MATCH

RED METAL PANELS. SEE

STRUCT. DWGS.

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

BID ISSUE SUBMISSION

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

/1

/2

:1

:1

P

M

AS-202

WALL SECTIONS EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

WALL SECTION

SCALE: 1/2" = 1'-0"AS-202

SECTION THROUGH ENTRY CANOPY

WALL SECTION

SCALE: 1/2" = 1'-0"AS-202

SECTION THROUGH MAIN LOBBY

WALL SECTION

SCALE: 1/2" = 1'-0"AS-202

SECTION THROUGH SOUTH CANOPY

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

FIRST FLOOR

667' - 0"

SECOND FLOOR

679' - 5 3/8"

5049.4

T/ADDITION ROOF

691' - 0 3/4"

50.1

Police/Security

1AC281

Lobby

1A211

Lobby/Waiting

1AC225

Waiting Room

2AC200A

SOLID GRAY AREAS

INDICATES EXISTING

BUILDING

REFER TO STRUCT.

DWGS. FOR DOWELING

DETAILS @

NEW/EXISTING SLAB

TRANSITIONS

EXISTING CONC. BEAM

SUSPENDED CEILING TILE

SOLID GRAY AREAS

INDICATES EXISTING

BUILDING

NEW CONCRETE FLOOR

SLAB. SEE STRUCT. DWGS.

FOR DOWELING

REQUIREMENTS

NOTE: TOP OF EX. SLAB MAY

HAVE SLOPE DOWN IN THIS

LOCATION (FORMER SPALLING

FROM EXTERIOR EXPOSURE,

DRAINAGE SLOPE, ETC). GC

SHALL PROVIDE LIGHTWEIGHT

CONC. TOPPING AS REQ'D. TO

ENSURE FLUSH TRANSITION

FROM NEW/EXISTING SLABS

ALUM. COPING ON ANCHOR CHAIR,

FRTW WD. PLATE, COLOR TO MATCH

METAL PANELS

NOTE: DESIGN INTENT IS TO MATCH TOP

OF METAL COPING WITH TOP OF EX.

LIMESTONE COPING. VERIFY FINAL

HEIGHTS IN FIELD

EXISTING BRICK EXTERIOR

WALL BEYOND TO REMAIN

EXISTING ROOF DRAIN, INSULATION,

AND MEMBRANE TO REMAIN

AS-306

NEW STOREFRONT ENTRY

DOOR, SEE SCHEDULE

SUSPENDED

CEILING TILE,

TYP.

GYP. BD.

SOFFIT ON

3-5/8" MTL.

STUDS, TYP.

11"

MIN. 2" THK. MINERAL WOOL

INSULATION HELD IN PLACE

W/1-1/2" SQ. PERIMETER ANGLES

SECURED TO CURTAIN WALL

FRAME. REFER TO UL ASSEMBLY

CW-D-2008 FOR DETAILS

2 HR RATED EDGE-OF-SLAB

FIRESTOPPING ASSEMBLY, TYP. @

ALL CURTAIN WALL/FLOOR SLAB

LOCATIONS PER UL DESK CW-D-2008

METAL PANELS OVER 2" MTL. FURRING

ZEE-CHANNELS @ 24" O.C. W/CONT.

R-7.5 INSULATION BOARD, AIR +

WEATHER BARRIER, GYP. SHEATHING,

6" STUDS @ 16" O.C. W/R-19 BATT INSUL.

IN BETWEEN, VAPOR BARRIER ON

WARM SIDE OF INSULATION

AS-202

SEE STRUCT. DWGS. FOR

SLAB SHORING AND

DOWELING DETAILS AT

NEW/EXISTING CONST.

JOINT

A B

O V

E R

O O

F

M

IN

M

IN

MIN.

1'-0"

PROVIDE NEW METAL

FLASHING @ BASE OF

NEW EXTERIOR WALL.

RUN FLASHING BEHIND

METAL PANELS AND

LAP OVER TOP OF EX.

ROOFING SYSTEM MIN.

1'-0". FULL SEAL @ LAP

JOINT

8"

V

IF

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

/2

NEW FREE-STANDING, NON-PENETRATING

GUARDRAIL SYSTEM. BASIS OF DESIGN:

KATTSAFE GW34 SERIES (OR EQUAL) @ 42"

MIN. ABOVE THE HIGHEST POINT OF THE

ROOF - VERIFY HEIGHT IN FIELD.

GUARDRAILS SHALL BE IN COMPLIANCE

WITH OSHA 1926.02 & OSHA 1910.23. GC

SHALL SUBMIT DOCUMENTATION INDICATED

COMPLIANCE WITH SAME. VERIFY FINAL

LOCATION IN FIELD W/CONDENSING UNIT

POLICE/SECURITY

DESK, SEE SECTION

DETAIL

FIRST FLOOR

667' - 0"

BASEMENT LEVEL

653' - 3"

SECOND FLOOR

679' - 5 3/8"

EX. THIRD FLOOR

691' - 2 3/4"

T/ADDITION ROOF

691' - 0 3/4"

54.7

/4

/1

/1

/8

"1'-7"

10"

1'-7"

C.I.P. CONC. BEAM -

SEE STRUCT.

PROVIDE THRU-WALL

FLASHING @ FLOOR LEVEL,

TYP.

C.I.P. CONCRETE WALL W/WATERPROOFING

SYSTEM OVER ENTIRE FACE RUNNING FROM

BOTTOM OF FOOTER TO TOP OF 1ST FLOOR

SLAB (TYP.) PROVIDE CONTINUOUS R-7.5

RIGID XPS INSULATION BOARD FROM TOP OF

FOOTER TO T/1ST FLOOR SLAB AS SHOWN.

REFER TO STRUCT. DWGS. FOR WALL

REINFORCEMENT AND GRAVEL BACKFILL

REQUIREMENTS, TYP.

BASIS-OF-DESIGN WATERPROOFING SYSTEM:

SOPREMA COLPHENE LM BARR. APPROVED

EQUAL PERMITTED, SUBJECT TO

REVIEW/APPROVAL BY VA AND A/E. SYSTEM IS

COMPOSED OF THE FOLLOWING COMPONENTS,

STARTING FROM FACE OF CONC. WALL:

• LIQUID-APPLIED COLPHENE LM BARR

ELASTOMERIC WATERPROOFING

MEMBRANE

• COLPHENE BARR FLASHING

• SELF-ADHERED COLPHENE BSW

PROTECTOR LAYER

• RIGID R-7.5 EXTRUDED POLYSTYRENE

INSULATION (XPS)

• SOPRANATURE DRAINAGE MAT

CONTINUOUS STAINLESS STEEL THRU-

WALL FLASHING, TYP. ABOVE GRADE

SOLID GROUT AIRSPACE

FROM BOTTOM OF

FLASHING TO T/CONC.

WALL, TYP.

TYPICAL BRICK WALL CONSTRUCTION:

FACEBRICK OVER 2-3/4" AIRSPACE, CONTINUOUS

R-7.5 RIGID INSULATION BOARD, AIR + WEATHER

BARRIER, GYP. SHEATHING, 6" MTL. STUDS @ 16"

O.C. W/R-19 BATT INSUL. IN BETWEEN, 5/8"

GYPSUM BOARD FINISH ON INTERIOR. BRICK

WEEPS SHALL BE PROVIDED @ 24" O.C. MIN.

HORIZONTALLY @ ALL FLASHING AND SHELF

ANGLE LOCATIONS. PROVIDE VAPOR BARRIER

ON WARM SIDE OF BATT INSULATION. VAPOR

BARRIER SHALL HAVE FLAME SPREAD INDEX

MAX. OF 25 AND SMOKE DEVELOPED INDEX MAX

OF 450.

BRICK TIES SHALL BE PROVIDED @ 16" O.C.

VERTICALLY, TYP. BRICK WEEPS SHALL BE

PROVIDED @ 24" O.C. MIN. HORIZONTALLY

@ ALL FLASHING AND SHELF ANGLE

LOCATIONS

CONT. GALV. STEEL

ANGLE - SEE STRUCT.

2 HR EDGE OF SLAB FIRESTOP

ASSEMBLY PER UL DES CW-

S-1013

METAL PANELS OVER 2" MTL.

FURRING ZEE-CHANNELS @ 24" O.C.

W/CONT. R-7.5 INSULATION BOARD,

AIR + WEATHER BARRIER, GYP.

SHEATHING, 6" STUDS @ 16" O.C.

W/R-19 BATT INSUL. IN BETWEEN,

VAPOR BARRIER ON WARM SIDE OF

INSULATION

CONT. ALUM. COPING OVER

FRTW WOOD PLATE, TYP.

METAL STUD CLIPS, SEE

STRUCT. TYP.

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

2 HR RATED EDGE-OF-SLAB FIRESTOP

ASSEMBLY, TYP. ENTIRE PERIMETER. PER

UL DESIGN CW-S-1013.

8"

C.I.P. CONC. BEAM -

SEE STRUCT.

CAULK JT., TYP.

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

BID ISSUE SUBMISSION

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

/1

/2

:5

:0

P

M

AS-204

WALL SECTIONS EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

WALL SECTION

SCALE: 1/2" = 1'-0"AS-204

THRU NEW/EXISTING ENTRY LOBBY

WALL SECTION

SCALE: 1/2" = 1'-0"AS-204

SECTION @ NE BRICK/METAL PANEL TRANSITION

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

SECOND FLOOR

679' - 5 3/8"

50.1

CANOPY T.O.S. HIGH

683' - 6"

CANOPY T.O.S. LOW

681' - 5"

CANOPY T.O.S. MID

682' - 8 1/2"

/4

QUARTZ WINDOW

SILL, TYP.

CAULK, TYP.

ALUMINUM CURTAIN

WALL

(2) 2 X 4 FRTW WD.

PLATE

TWO-PIECE MTL. REGLET

COUNTER FLASHING

1'-3"

/2

/2

/8

R-7.5 RIGID INSULATLION AND

AIR/WEATHER BARRIER

SHALL BE PROVIDED @ FACE

AND UNDERSIDE OF CONC.

BEAM AS SHOWN. SUCH

SYSTEMS SHALL BE

CONTINUOUS WITH STUD

WALL SYSTEM ASSEMBLY.

FULLY LAP AND SEAM

1/2"

CAULK JT.

EXTEND ROOF MEMBRANE

SYSTEM INTO OPENING AND

UP ENTIRE VERT. FACE OF

RIGID INSULATION

SEE ROOF PLAN FOR

LOCATIONS OF TAPERED

INSULATION

GENERAL NOTE FOR

ALL CURTAIN WALL

LOCATIONS: PROVIDE

WATERPROOFING PER

MANUF. INSTRUCTIONS,

TYP.

CONT .MTL. SILL PAN (BY

C.W. SUPPLIER) FLASHING,

CAULK, TYP.

49.4 49.5

METAL PANELS

ALUM. COPING, FINISH TO

MATCH METAL PANELS

METAL PANEL SYSTEM

OVER AIR+ WEATHER RES.

BARRIER & EXTERIOR

GRADE SHEATHING ON 6"

METAL STUDS @ 16" O.C.

TWO (2) LAYERS 3/4" FRTW

PLYWOOD, SLOPED

TOWARDS ROOF

ROOF MEMBRANE ON

FRTW PLYWOOD

SHEATHING, CONT. TO

FRONT EDGE OF COPING

1'-8"

CAULK,

TYP.

MITERED CORNER

M

IN

/8

1/2"

1'-0"

CAULK @ SEAM,

TYP.

STEEL ANGLES W/STUD

CLIPS, TYP. @ TOP AND

BOTTOM OF BEAM, SEE

STRUCT.

NOTE: SECTION DETAILS ARE

TAKEN @ UNINSULATED

PORTION OF CANOPY. ROOF

MEMBRANE SYSTEM SHOWN

OVER PITCHED SHEATHING.

REFER TO ROOF PLAN AND

WALL SECTIONS FOR AREA OF

CANOPY THAT IS FULLY

INSULATED (ENTRY

VESTIBULE)

2'-10 1/2"

ANCHOR CHAIR NAILED

TO PLYWD., TYP.

CAULK @ SEAM,

TYP.

SECOND FLOOR

679' - 5 3/8"

CANOPY T.O.S. HIGH

683' - 6"

CANOPY T.O.S. LOW

681' - 5"

CANOPY T.O.S. MID

682' - 8 1/2"

5/8" GWB ON 1-5/8" MTL.

FURRING @ 16" O.C.

8" CMU ON EXISTING

BEAM, SEE STRUCT.

DWGS.

EX. FLOOR SLAB, SEE

STRUCT. DWGS.

EX. CONC. BEAM

EX. LIMESTONE

TO REMAIN

NEW AUTOMATIC

SLIDING DOOR SYSTEM

TWO-PIECE MTL. REGLET

COUNTER FLASHING

ALUMINUM CURTAIN WALL

QUARTZ WINDOW

SILL

EX. LIMESTONE SILL

CAP TO BE REMOVED

11 1/2"

SEE STRUCT. DWGS.

FOR BEAM BEARING

4' -0

CAULK INTERIOR &

EXTERIOR

NEW PTD GYP. BD.

OVER EX. FRAMING

RUN ROOF MEMBRANE UP

VERTICAL FACE OF 3" RIGID

INSULATION AND INTO NEW

CURTAIN WALL OPENING

PAINTED GYP. BD .

INTERIOR

CONT .MTL. SILL PAN (BY

C.W. SUPPLIER) FLASHING,

CAULK, TYP.

GENERAL NOTE FOR

ALL CURTAIN WALL

LOCATIONS: PROVIDE

WATERPROOFING PER

MANUF. INSTRUCTIONS,

TYP.

T/ADDITION ROOF

691' - 0 3/4"

D'

5/8" GWB ON METAL

STUD FRAMING

SUSPENDED CEILING

SYSTEM

DRYWALL TO ACOUSTICAL

TRANSITION MOLDING WITH

SHADOW REVEAL,

ARMSTRONG 7902 OR EQ.

METAL PANEL RETURN @

TOP, SLOPE 1/4" PER FOOT

FOR DRAINAGE

STUD CLIPS, TYP.

CAULK, TYP.

CAULK, TYP.

MITER CORNER

1'-4"

8"

1'-7"

2 HR RATED EDGE-OF-SLAB

FIRESTOP ASSEMBLY, TYP.

ENTIRE PERIMETER. PER UL

DESIGN CW-S-1013

FLASHING, TYP.

STUD CLIPS @

UNDERSIDE OF

BEAM, TYP. SEE

STRUCT.

CAULK @ SEAM, TYP.

CONT. ALUM. COPING OVER

FRTW WD. PLATE, TYP.

FRTW WD. BLOCKING

AS REQ'D. @

CURTAIN WALL HEAD

HEAVY DASHED

LINES INDICATE

STEEL TUBE

CONNECTION @

ROOF SLAB EDGE.

SEE STRUCT.

10" X 14" GALV. STEEL PLATE FOR

CANOPY HANGER ROD ATTACHMENT TO

BUILDING. SEE STRUCT. DWGS. PLATE

SHALL BE PAINTED TO MATCH

SURROUNDING METAL PANELS AND BE

FULLY SEALED AT PERIMETER BETWEEN

METAL PANELS

ANCHOR CHAIR, NAILED TO

TOP PLATE, TYP.

GENERAL NOTE FOR

ALL CURTAIN WALL

LOCATIONS: PROVIDE

WATERPROOFING PER

MANUF. INSTRUCTIONS,

TYP.

SECOND FLOOR

679' - 5 3/8"

CANOPY T.O.S. HIGH

683' - 6"

CANOPY T.O.S. MID

682' - 8 1/2"

1'-4"

/8

ALUMINUM STOREFRONT

SYSTEM

FLASHING, CAULK JT., TYP.

GYP. BD. RETURN

6" STUD HEADER, TYP.

CONC. FLOOR

SLAB, TYP.

MTL. FLASHING,

SEALANT, TYP. @

SILL

BRICK RETURN @

JAMBS

GALV. STEEL SHELF

ANGLE - SEE

STRUCT. DWGS. THRU-WALL WEEPS,

MIN. 24" O.C., TYP.

CAULK, TYP.

QUARTZ WINDOW

SILL, TYP.

CAULK, TYP.

ALUMINUM CURTAIN

WALL

2 X 6 FRTW WD.

PLATE

/4

(2) 2 X 4 FRTW WD.

PLATE

CONT. MTL. FLASHING

TWO-PIECE CONT. MTL.

REGLET COUNTER FLASHING

SEALANT / CAULK, TYP.

1'-3"

CIP CONC. BEAM

CAULK, TYP.

METAL FURRING INFILL

(OR FRTW BLOCKING) @

FACE OF CONC. BEAM AS

REQ'D.

/2

R-7.5 RIGID INSULATLION AND

AIR/WEATHER BARRIER

SHALL BE PROVIDED @ FACE

AND UNDERSIDE OF CONC.

BEAM AS SHOWN. SUCH

SYSTEMS SHALL BE

CONTINUOUS WITH STUD

WALL SYSTEM ASSEMBLY.

FULLY LAP AND SEAM

ROOF MEMBRANE

SYSTEM SHALL EXTEND

INTO OPENING AND RUN

UP VERTICAL FACE OF

INSULATION

BENT PLATE, SEE

STRUCT. DWGS.

ALL CANOPY STEEL

FRAMING AND METAL ROOF

DECK SHALL RECEIVE 90

MIN. FIREPROOF SPRAY

ASSEMBLY PER UL DES

P719. REFER TO UL

ASSEMBLY FOR REQUIRED

THICKNESS

STEEL DECK ANGLE

W/CLIPS TO STUDS, SEE

STRUCT.

E.1

T/ADDITION ROOF

691' - 0 3/4"

EX. CONC. BEAM

EX. LIMESTONE PANEL

WALL TO REMAIN

CONT. FIBER CANT @

HIGH POINT, TYP.

NEW STEEL SHELF

ANGLE BOLTED TO EX.

CMU BACK UP WALL -

SEE STRUCT.

RUN NEW ROOF MEMBRANE UP

FACE OF ANGLE, FULLY SEAL

ALONG ENTIRE LENGTH. WHERE

SHELF SUPPORT ANGLES DO

NOT OCCUR, GC SHALL PROVIDE

TERM. BAR @ TOP OF ROOF

MEMBRANE

HEAVY DASHED LINES

INDICATE EXISTING

LIMESTONE PANEL TO BE

REMOVED. REMOVE EX.

ANGLE ATTACHMENT

SEE STRUCT. DWGS. FOR

DOWELING INTO EX. BEAM

7 5/8"

GC SHALL RESUPPORT EX.

LIMESTONE PORTIONS TO

REMAIN AS REQ'D, AND DEVELOP

DETAILS FOR SAME WITH STONE

SUPPLIER/ENGINEERNOTE: INSULATED STUD

WALL W/SHEATHING,

AIR/WEATHER BARRIER TO

BE PROVIDED OVER HEAD

OF OPENING AS SHOWN.

MTL. STUD HEADER

SEE STRUCT. DWGS.

FOR CONC.

THICKENING OF EX.

BEAM

EX. THIRD FLOOR

691' - 2 3/4"

F

T/ADDITION ROOF

691' - 0 3/4"

TWO (2) FRTW WD. TOP

PLATES, ANCHORED TO

TOP OF EX. CMU

TWO (2) COURSES OF

EXISTING CMU BACKUP

WALL TO REMAIN FROM

DEMO

NEW ROOFING

SYSTEM ON

ADDITION

NEW EPDM ROOF

MEMBRANE SHALL LAP

OVER EXISTING ROOF

MEMBRANE BELOW NEW

ALUM. COPING

EX.CONCRETE

PEDESTAL SYSTEM

OVER PVC ROOFING

MEMBRANE TO

REMAIN.

TEMPORARILY

REMOVE PAVERS AS

REQUIRED TO

ACHIEVE ROOFING

SYSTEM LAP AS

SHOWN, REPLACE

UPON COMPLETION

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

BID ISSUE SUBMISSION

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

/1

/2

:2

:4

P

M

AS-403

ENLARGED SECTION DETAILS EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJK DAK

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH ENTRY CANOPY AT SECOND FLOOR SLAB

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH ENTRY CANOPY AT EXTERIOR

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH MAIN LOBBY AT EXISTING BEAM

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH SOUTH CANOPY AT TENSION CABLE BRACKET

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH BOTTOM OF SOUTH CANOPY

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

SECTION THROUGH MAIN LOBBY PARAPET

SECTION DETAIL

SCALE: 1 1/2" = 1'-0"AS-403

NEW/EXISTING ROOF CONNECTION

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

@ COL.

SIM

@ COL.

@ COL.

@ COL.

TYP

GRADE BEAM NOTES:

1. BOTTOM REINFORCEMENT TO LAP AT CENTERLINE OF SUPPORTS AND

TOP REINFORCEMENT TO LAP AT MIDDLE THIRD OF GRADE BEAM SPAN.

2. LAP SPLICES, SEE GENERAL NOTES.

3. TOP REINFORCEMENT TO EXTEND TO ENDS OF DISCONTINUOUS GRADE

BEAMS AND HOOK 1'-0" MINIMUM.

4. PROVIDE CORNER BARS TOP AND BOTTOM TO MATCH SIZE AND QUALITY

OF GRADE BEAM REINFORCEMENT.

5. LOCATE CONSTRUCTION JOINTS IN MIDDLE THIRD OF SPAN.

6. DENOTES SEE SECTION FOR BAR REINFORCING LOCATION.

GRADE BEAM SCHEDULE

MARK

SIZE REINFORCING

STIRRUPS

WIDTH x DEPTH BOTTOM TOP

GB36x36-1 36"x36" (8) - #6 (8) - #6 #4 @ 12"O.C.

GB36x42-1 36"x42" (8) - #8 (8) - #8 #4 @ 12"O.C.

GB60x36-1 60"x36" (8) - #6 (11) - #10 (2) - #4 @ 2"O.C. &

(2) #4 @ 15"O.C. FOR REMAINDER

GB48x36-1 48"x36" (5) - #6 (9) - #8 (2) - #4 @ 6"O.C.

GB68x38/50 68"x38"/50" (10) - #6 (14) - #10 (2) - #4 @ 2"O.C. CANT'L ENDS

#4 @ 15" O.C. CENTER SPAN

REMARKS

SEE SECT. 4 ON

SHEET S-5.2

GB36x42-2 36"x42" (10) - #8 (10) - #8 #4 @ 10"O.C.

GB48x42-2 48"x42" (10) - #8 (10) - #8 #4 @ 10"O.C.

GB68x42-1 68"x42" (16) - #6 (16) - #6 (2) - #4 @ 18"O.C.

GB24x36-1 24"x36" (5) - #7 #4 @ 16"O.C.

GB16x39-1 16"x39" (4) - #7 #4 @ 16"O.C.

(5) - #7

(4) - #7

GB60x36/42 60"x36"/42" (10) - #6 (14) - #10 (2) - #4 @ 2"O.C. CANT'L ENDS

#4 @ 15" O.C. CENTER SPAN

TYPICAL DRILLED PIER DETAIL

VERT. REINFORCING

SEE SCHEDULE

TIE REINFORCING

SEE SCHEDULE

TEMPORARY STEEL CASING

REQUIRED FULL DEPTH OF

DRILLED PIER. REFER TO

GEOTECHNICAL REPORT

SEE GENERAL NOTES

BAR CLEARANCE

DOUBLE PERIMETER DRAIN AND UNDERSLAB DRAINAGE

SYSTEM. 4"Ø PERF. SCH.40 PVC AT 12'-0" O.C. EA. WAY,

WRAPPED IN GEO-FABRIC AND PLACED IN A 12"x18"

TRENCH BACK FILLED WITH STONE BELOW THE BOTTOM

OF 6" SUB-BASE STONE. DRAIN PIPE SHALL BE SLOPED,

COORDINATE SLOPE W/ PLUMBING. SEE PLUMBING

DRAWING SHEET P-0.2-1

SAWCUT CONTROL JOINTS

TYP. SEE TYP. DETAIL ON

SHEET S-5.0 (TYP.)

FOR BIDDING PURPOSES, CONTRACTOR SHALL

INCLUDE A SEPARATE LINE ITEM FOR SHEET

PILING REQUIREMENTS ON 4-SIDES OF THE

BUILDING AND DEWATERING OPERATIONS, TO

ADDRESS A POTENTIAL HIGH WATER TABLE

ABOVE THE BASEMENT SLAB ELEVATION.

BIDDERS MUST REVIEW THE GEOTECHNICAL

REPORT PROVIDED IN THE SPECIFICATIONS AND

PLAN FOR SHEET PILING AND DEWATERING

OPERATIONS BASED ON CONDITIONS

IDENTIFIED WITHIN.

G

F F

E.1

5352515049 49.4

F.4

51.05

E'

E'

D'

D'

D.6

E.9 E.9

G.5

D.7

D.9

E

54A

'-8

'-0

'-1

1" 9'

-7

'-6

/2

2' -4

"2 '-6

1'-11" 21'-0"

27'-0" 27'-0" 27'-0" 27'-0" 27'-0" 22'-11"

4'-8" 22'-4"14'-8" 2"

'-9

2' -6

'-8

/2

'-1

/2

'-6

/8

'-2

/8

(E) 36"Ø 650'-3" - 621'-0"

(E) 48"Ø 650'-3" - 621'-0"

(E ) 4

8"Ø

0'-

3"

- 62

1'- 0" (E

) 5 4"Ø

0'-

3"

- 62

1'- 0"

(E ) 3

6"Ø

8'-

0"

- 62

1'- 0" (E

) 5 4"Ø

8'-

0"

- 62

1'- 0" (E) 36"Ø

646'-6" - 621'-0"

(E) 60"Ø 646'-6" - 621'-0"

(E) 54"Ø 646'-6" - 621'-0"

(E) 54"Ø 646'-6" - 621'-0"

(E ) 3

6"Ø

0'-

3"

- 62

1'- 0"

(E) 36"Ø 663'-4" - 622'-0"

(E) 36"Ø 663'-4" - 622'-0"

(E ) 3

6"Ø

8'-

0"

1'-

0"

(E) 36"Ø 663'-4" - 622'-0"

EXISTING

CONCRETE SHEAR

WALL TO REMAIN

(E) 6"± SLAB ON GRADE

6x6-W2.9xW2.9 W.W.F

(T/SLAB EL. = 649.5' USGS)

(E) 1'-2"± CONC WALL

TO REMAIN BELOW

(E) 1'-2"± CONC WALL

TO REMAIN BELOW

(E) 16"± HYDRAULIC SLAB

(T/SLAB EL. = 647.33' USGS)

(E) 5"± SLAB ON GRADE

6x6-W1.4xW1.4 W.W.F

(T/SLAB EL. = 653.25' USGS)

CONTRACTOR TO PROVIDE TEMPORARY RETENTION

SYSTEM AS REQUIRED TO AVOID UNDERMINING THE

EXISTING FOUNDATION / SLABS TO REMAIN.

TEMPORARY RETENTION SYSTEM SHALL NOT

INTERFERE WITH NEW OR EXISTING CONSTRUCTION.

AFTER NEW CONSTRUCTION IS COMPLETE,

CONTRACTOR SHALL CUT AND REMOVE THE

TEMPORARY RETENTION SYSTEM TO -8'-0" BELOW

GRADE, REMAINDER CAN REMAIN IN PLACE.

8" NON-LOAD BEARING CMU

WALL. SEE SECTIN FOR ADD'L.

INFO.

54.7

54.7

GB36x36-1

G B x4

2-

GB48x36

G B x3

6/ 42G

B x3 6/

GB36x36-1

DP3.5

DP3.5

DP4.5

DP4.0

DP4.5

DP4.5

DP5.0

DP5.0

DP4.5

DP2.5

DP5.0

DP4.5DP4.0

DP4.0

DP4.0

DP3.5

DP4.5

DP3.5

DP2.5

DP2.5

DP3.5

DP4.0

DP5.5

DP5.5

3'-0" 9'-6"

DP5.0

(-4 '-1

0")

(-4 '-1

0")

(-4 '-1

0")

(-4'-4")

(-4'-4")

(-1 '-4

(-4 '-1

0")

(-4 '-1

0")

(-4'-10")

(-4'-4")

(-5 '-8

(-4'-10")

(-4 '-4

(-4'-4")

(-4'-4")

(-4'-10")

(-4'-10")

(-4 '-1

0")

(-4 '-1

0")

(-4 '-1

0")

DP5.0

(-2 '-8

S-5.2

S-5.2

S-5.2

S-5.2

S-5.2

S-5.2

S-5.2

S-5.2

S-5.2

GB36x42-1

CL OF

DRILLED PIER

CL OF

DRILLED PIER

10.00° 28'-9"

'-1

0"

'-6

'-5

(E) 36"Ø 663'-4" -

622'-0"

49.5

4"

(-4 '-4

4' -0

C.J.

C.J.

4' -0

C.J.

4' -0

C .J.

6'-0"

C .J.

C.J.

C.J.

4' -0

5'

-1

5/ 8"

6'-0"

PILE CAP DETPH TO

MATCH GRADE BEAM

DEPTH, TYP. SEE

SECTIONS.

NEW MECH. EQUIPMENT ON

CONCRETE HOUSEKEEPING PAD

(TYP). SEE TYPICAL EQUIPMENT

PAD DETAIL ON SHEET S-5.0. SEE

MECH. & ARCH. DRAWINGS FOR

EXTENT (TYP).

F.D.

F.D.

50.1

(-4'-10")

12" MIN.14" MIN.

M

IN

"M

IN

EXISTING

DRILLED PIER

TO REMAIN

R E

TA

IN

IN

G

W A L

L 1'

-2 " C

O N

C

4' -0

2'

-1

WALL

1'-2" CONC.

DRILLED PIER

10 3/4" CL OF

WALL

1'-2" CONC.

5"

WALL

1'-2" CONC.

1'-7"

W

ALL

1'-2" C O

N C

W

ALL

1'-2" C O

N C

5"

1'-7"

8"

10'-5"

W

ALL

2'-10" C O

N C

1'-0"

W

ALL

1'-10" C O

N C

WALL

1'-2" CONC. 5"

1'-7"

WALL

2'-2" CONC.

W

AL

L 1'

-2 " C

O N

C

WALL

1'-2" CONC.

WALL

1'-2" CONC

SEE ARCH FOR

SEGEMENT RADIUS

C .J.

S-5.2

(E ) 3

6"Ø

8'-

0"

1'-

0"

(E ) 3

6"Ø

8'-

0"

2'-

0"

1'-2"

(E ) 3

6"Ø

3'-

0"

2'-

0"

(E ) 3

6"Ø

3'-

0"

2'-

0"

(-4'-10")

(-4'-10")

GB36x36-1GB36x36-11

2'-10"

11"

S-5.2

S-5.2 A

S-5.1

S-5.1

WALL

1'-6" CONC.

W

ALL

1'-6" C O

N C

CL OF GB68x42

= CL OF COL.

NEW FLOOR SLAB INFILL FOR

NEW UNDERGROUND PLUMBING.

SEE SECTION 1 ON SHEET S-5.0.

SEE ARCH & PLUMBING DRAWINGS

FOR EXTENTS.

NEW 6" SAN. LINE TO

CONNECT TO (E) LINE

G.C. TO COORD. W/

MECH. CONTRACTOR

G B x3

6/

S-5.0

F.S.

6' -8

CL OF

DRILLED PIER

GB36x42-1

G B x4

2-

G B x4

2-

G B x4

2-

50" DEEP GB5'-0"

GB68x38/50

GB60x36/42

THICKEN BOT. OF

GRADE BEAM

THICKEN BOT. OF

GRADE BEAM

GB36x42-2

GB36x42-1

GB36x42-1

G B x4

2-

G B x4

2-

G B x4

2-

S-5.1

5'-0" 42" DEEP GB

(-4 '-4

CL OF

DRILLED PIER

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

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

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

ADDENDUM 2

C :\R ev it

Lo ca ls \2

9-

_S tru ct _R

_n m ay be rry jo ne s.

rv t 4/

/2

3:

:1

PM

S-1.0

FOUNDATION PLAN EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 TBA TBA

NOTES:

• FLOOR CONSTRUCTION: 6" CONCRETE SLAB ON GRADE WITH#4 BARS @ 16" O.C EA. WAY (CENTERED IN SLAB). PROVIDE 15 MIL VAPOR BARRIER AND 6" AASHTO #57 OR EQUIVALENT LAYER OF GRANULAR FILL BELOW SLAB

(UNO). PROVIDE UNDER SLAB DRAINAGE COORD. WITH MECH. DRAWINGS AND SEE SECTIONS.

• TOP OF SLAB ELEVATION = "BASEMENT LEVEL", SEE ELEVATION LEGEND. CONTRACTOR TO VERIFY FINAL FLOOR ELEVATION MATCHED THE EXISTING UPPER BASEMENT ADJACENT BUILDING FLOOR ELEVATION. NOTIFY E.O.R. AND

ARCH. OF RECORD OF ANY DISCRAPANCIES.

• TOP OF INTERIOR DRILLED PIER ELEVATION = SEE PLAN REFERENCED FROM "BASEMENT LEVEL", SEE ELEVATION

LEGEND.

• TOP OF EXTERIOR DRILLED PIER ELEVATION = SEE PLAN REFERENCED FROM "BASEMENT LEVEL", SEE ELEVATION

LEGEND.

• TOP OF INTERIOR AND EXTERIOR GRADE BEAM ELEVATION = (-1'-4") UNO.

• CONTINUOUS GRADE BEAMS ARE MARKED THUS: GBX.XxX.X-X

(TOP OF GB EL.)

• PROVIDE (2) #4x3'-0" LONG AT ALL REENTRANT CORNERS.

• SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR EXTENT AND FINISH OF SLAB ON GRADE AND

ANY FLOOR DEPRESSIONS, UNDERFLOOR CONDUITS, DRAINS, ETC.

• SEE SHEET S-0.1, S-0.2, & S-03 FOR GENERAL NOTES.

• SEE SHEET S-5.0 FOR TYPICAL DETAILS.

• DPX.X DENOTES DRILLED CONCRETE PIER. SEE DRILLED PIER SCHEDULE ON THIS SHEET.

• GBX.XxX.X-X DENOTES GRADE BEAM. SEE GRADE BEAM SCHEDULE ON THIS SHEET.

• FOUNDATIONS ADJACENT TO EXISTING STRUCTURES SHALL BEAR ON UNDISTURBED SOIL AT THE SAME ELEVATION

OF THE EXISTING FOOTINGS.

• (E) DENOTES EXISTING CONSTRUCTION.

• DENOTES DOWEL NEW CONC. WALL INTO EXISTING CONC. WALL WITH #5 DOWELS @ 6" O.C. PROVIDE CONT.

SWELLING WATER STOP OR EQUAL BETWEEN NEW AND EXISTING CONC. WALLS. PROVIDE SIKA SWELL S-2 POLYURETHANE , EXTRUDABLE SWELLING WATER STOP OR EQUAL (CONTRACTOR SHALL SUBMIT PRODUCT DATA).

• DENOTES SUMP PIT, SEE PLUMBING DRAWINGS SHEET P-0.2-1.

• DENOTES AIR HANDLER UNIT (AHU) SUMP PIT. SEE DETAIL ON SHEET S-5.0. G.C. TO COORDINATE EXTENT

WITH MECH. CONTRACTOR.

• DENOTES EXISTING DRILL PIER TO BE REMOVED 3'-0" BELOW BOTTOM OF NEW GRADE BEAM ELEVATION.

• DENOTES NEW DOOR OPENING THRU EXISTING 14" THICK CONCRETE BASEMENT WALL. SEE PLAN ON SHEET

S-2.0 FOR ADDITIONAL REQUIREMENTS.

• DENOTES EXISTING DRILLED PIER TO REMAIN AND NEW CONCRETE WALLS TO BE PLACED AROUND DRILLED PIER AS SHOWN ON PLAN. DURING EXCAVATION EARTH SURROUNDING EXISTING DRILLED PIER SHALL BE REMOVED IN 3'-0" MAX. LIFTS. IF EARTH REMOVAL EXCEEDS THE 3'-0" MAX., THE EXISTING DRILLED PIER SHALL BE TEMPORARY

BRACED. BRACING SHALL BE SUPPLIED BY A SHORING CONTRACTORS ENGINEER.

• C.J. DENOTES VERTICAL CONSTRUCTION JOINT WITHIN BASEMENT WALL. SEE TYPICAL DETAIL ON SHEET S-5.0.

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

FOUNDATION PLAN

DRILLED PIER SCHEDULE 50,000psf END BRG. (25 TONS)

MARK

SHAFT

SIZE Ø

VERTICAL REINFORCING

HORIZONTAL TIES

QUANTITY &

SIZE ALLOWABLE LOADS (Kips)

DP2.5 30"

DP3.5 42" (7) #9 481 #3 @ 18" O.C.

DP4.0 48" (9) #10 628 #4 @ 18" O.C.

DP4.5 54" (9) #10 795 #4 @ 18" O.C.

DP5.0 60" (9) #11 982 #4 @ 18" O.C.

DP5.5 66" (11) #11 1188 #4 @ 18" O.C.

ELEVATION LEGEND

LEVEL DESIGNATION ELEVATION (UNO)

Project Datum

ROOF (FUTURE THIRD FLOOR) 691' - 0 3/4"

TOP OF STEEL @ CANOPY 683' - 6"

SECOND FLOOR 679' - 5 3/8"

FIRST FLOOR 667' - 0" ●

BASEMENT LEVEL 653' - 3"

NOTES:

• ELEVATIONS ON PLAN MAY VARY FROM ELEVATIONS SHOWN IN

THE ELEVATION LEGEND. SEE PLAN FOR SPECIFIC ELEVATION

VARIATIONS.

• ● DENOTES THE LEVEL THAT IS THE PROJECT DATUM.

DRILLED PIER NOTES:

• SEE TYPICAL DRILLED PIER DETAIL ON THIS SHEET.

• FOR DRILLED PIER TESTING, SEE SPECIFICATIONS.

CONTRACTOR TO REMOVE EXISTING

CONCRETE FOUNDATIONS, FOUNDATION

WALLS, ETC. AS INDICATED WITHIN THE

ARCHITECTURAL DEMO PLANS.

Revisions: Date:

DESIGN DEV. SUBMISSION 12.9.19

SCHEM. DESIGN SUBMISSION 10.21.19

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

FE

FEC

FE

C

T H

X-H

PS

X-H

PC

Ex.

HWS

/R

STA

CKE

D

ON

WAL

L.

TIE

NEW

P.C

. IN

TO

EXIS

TING

8"

(PR

OST

HET

CSSTO

RAG

EC2

(80

C1 (330

STO

RAG

E

(RE

H.

MED

. S

VC)

X-1

X-1

CRA

WL

SPA

CE

"x

14"x 12"

50 50.3 51 52 53 54 55

E

E.1

F

G

H

H1

J

HWP-1

HWP-2

VFD-HWP-1

VFD-HWP-2

HX-2 HX-1 EXT-1

6" CWS

6" CWR

3" SVD

3" HWR

3" HWS

CP-1

2" C

PD

6" HPS

AS-1

3" H

W S3"

H W

R

3" S

VD

3" LPS10

" L

P S

4" L

P S

4" LPS

4" C

W S

4" C

W R

3/ 4"

H W

R

3/ 4"

H W

S

3.2

1/

2" L

PC

2"

L

PS

1/

2" C

W R

1/

2" C

W S

2" L

PC

3" L

P S

2 1/2" LPS

1 1/2" LPS

3" LPC

FM

FM

AC-48

AC-49

2" L

P S

BAC285

BAC284

BAC281 BAC282

BAC280

BAC274

BAC283

BAC253

BAC250B

BAC254 BAC255

BAC252

BAC251

BAC250

BAC256

BAC328

BA109C

BS3

BA109

BAC329

BAC330

BAC275

BAC260B

BAC272

BAC270C

BAC270B

BAC270A

BAC269

BAC260A

BAC271

BAC273

BAC260

BAC261

BAC260C

BAC262

BAC298A

BA150A

BAC264

BAC268

BAC265

BAC266

BA150B

BA148 BA149 BAC241

BS4

BA152

BA151

BA153

BA150C

BA152A

BAC241A

BA153A

1-H-AC-48

2" V

CODED NOTES

1. END SUCTION PUMP, SEE DETAIL (TYP.). MOUNT ON 4" EQUIPMENT PAD PROVIDED BY M.C.

PER DETAILS.

2. VARIABLE FREQUENCY DRIVE, MOUNT TO WALL USINGG STAINLESS STEEL UNI-STRUT AND

HARDWARE (TYP.).

3. STEAM TO HOT WATER HEAT EXCHANGER, SEE DETAIL (TYP.). MOUNT ON 4" EQUIPMENT PAD

PROVIDED BY M.C. PER DETAILS.

4. CONDENSATE PUMP/RECEIVER, SEE DETAIL (TYP.).

5. STEAM PRESSURE REDUCING STATION TO BE RACKED ON WALL. SEE "STEAM PRESSURE

REDUCING STATION DETAIL". OUTLET PRESSURE SHALL BE 15 PSI.

6. ROUTE SAFETY VENT PIPING TO STEAM PRESSURE REDUCING STATION.

7. HEATING WATER EXPANSION TANK. MOUNT ON 4" EQUIPMENT PAD PROVIDED BY M.C. PER

DETAILS.

8. MINIMUM 10 GALLON VERTICAL FLASH TANK. EXTEND 3/4" HPC FROM PRV STATION TO FLASH TANK INLET. ROUTE 2" FLASH STEAM FOR TIE IN TO LPS MAIN. PROVIDE CHECK VALVE IN PIPING

PRIOR TO TIE-IN.

9. INSTALL MECHANICAL SLEEVE SEAL AT WALL PENETRATION (TYP. FOR 4).

10. AIR AND DIRT SEPARATOR.

11. 6" CWS/CWR, 6" HPS, AND 2" CPD TO BE ROUTED BELOW GRADE TO EXISTING SUB-BASEMENT FOR TIE IN TO EXISTING UTILITY MAINS. BURIED PIPING SHALL BE FACTORY FABRICATED DOUBLE

WALL PIPING. COORDINATE INVERT OF PIPING TO AVOID EXISTING GRADE BEAMS. ALL WALL

PENETRATIONS SHALL BE PROVIDED WITH MECHANCIAL SLEEVE SEALS.

12. ROUTE 2-1/2” LPS TO VIFB HEATING COIL. PROVIDE CONNECTIONS, TRAPS, VALVES, ETC. PER

DETAIL.

13. ROUTE 1-1/2” LPS TO STEAM HUMIDIFIER. PROVIDE CONNECTIONS, TRAPS, VALVES, ETC. PER

DETAIL. EXTEND DRAIN PIPING TO NEAREST FLOOR DRAIN.

14. INSTALL NEW PUMPING TRAP T-2 IN 24"X36"X18" DEEP PIT. PIT BY OTHERS. 3"X36" LONG RECEIVER SHALL BE MOUNTED ON FLOOR LEVEL. EXTEND HEATING COIL AND HUMIDIFER DRAIN TO RECEIVER INLETS. ROUTE 2” MPC FROM PUMP TO EXISTING MAIN INLET HEADER AT FLASH TANK IN EXISTING BUILDING MECHANICAL ROOM. EXTEND MPS FROM MAIN TO PUMP TRAP INLET.

INSTALL PER MANUFACTURER INSTALLATION INSTRUCTIONS..

15. ROUTE 4” CWS/CWR TO CHILLED WATER COIL. PROVIDE CONNECTIONS, TRAPS, VALVES, ETC.

PER DETAIL.

16. ROUTE 3” HWS/HWR AND 3" SVD PIPING UP WITHIN SHAFT TO FLOOR ABOVE.

17. ROUTE 2-1/2” CWS/CWR TO CHILLED WATER COIL. PROVIDE CONNECTIONS, TRAPS, VALVES, ETC. PER DETAIL.

18. ROUTE 2” LPS TO VIFB HEATING COIL. PROVIDE CONNECTIONS, TRAPS, VALVES, ETC. PER

DETAIL.

19. INSTALL NEW PUMPING TRAP T-2 IN 24"X36"X18" DEEP PIT. PIT BY OTHERS. 3"X36" LONG RECEIVER SHALL BE MOUNTED ON FLOOR LEVEL. EXTEND HEATING COIL AND HUMIDIFER DRAIN TO RECEIVER INLETS. ROUTE 1-1/2” MPC FROM PUMP TO EXISTING MAIN INLET HEADER AT FLASH TANK IN EXISTING BUILDING MECHANICAL ROOM. EXTEND MPS FROM MAIN TO PUMP TRAP INLET.

INSTALL PER MANUFACTURER INSTALLATION INSTRUCTIONS.

20. INSTALL NEW VAV BOX. EXTEND ¾” HWS/HWR TO VAV BOX. PROVIDE VALVES, CONNECTIONS

ETC. PER DETAIL.

21. NEW CHILLED WATER FLOW METER. TIE OUTPUTS IN TO EXISTING BAS. REFER TO

TEMPERATURE CONTROL DRAWINGS FOR MORE DETAILED INFORMATION.

22. NEW RS/RL PIPING DOWN FROM ABOVE. TIE IN TO EXISTING RS/RL PIPING SERVING AC-50.

COORDINATE ALL REQUIRED SHUTDOWNS AND REWORK OF PIPING AS REQUIRED TO MINIMAZE

SHUTDOWN OF AC-50 AS MUCH AS POSSIBLE.

23. SEE SHEET H-B.2-1 FOR CONTINUATION.

24. PLUMBING DECONTAMINATION TANK. SHOWN FOR COORDINATION PURPOSES ONLY. REFER

TO PLUBMING DRAWINGS FOR ADDITIONAL INFORMATION.

PLAN NOTES

A. SEE SHEET H-001 FOR GENERAL NOTES AND SYMBOL LEGEND.

B. SEE SHEETS H-002 THROUGH H-004 FOR HVAC DETAILS.

C. SEE SHEETS H-005 THROUGH H-007 FOR TEMPERATURE CONTROLS.

D. SEE SHEETS H-008 AND H-009 FOR HVAC SCHEDULES.

E. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING CONSTRUCTION. COORDINATE EXACT

HEIGHT AND MOUNTING OF DUCTWORK AND PIPING TO AVOID CONFLICTS WITH OTHER UTILITIES

AND CEILINGS.

F. ALL DUCTWORK AND PIPING SHOWN THIS SHEET IS LOCATED IN CEILING SPACE UNLESS

NOTED OTHERWISE.

DATESIGNATURE

SCHOONOVER

C. J.

ST

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P R O F E

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0' 1'

2'

1/ 2"

' 0

0' 1'

3'

3/ 8"

' 0

0' 2'

4'

1/ 4"

' 0

0' 3'

6' 1'

3/

' 0

0' 4'

8' 2'1/

8"

' 0

0' 3'

3/

' 0

6' 0'

8'

4'1/

' 0

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

PhaseARCHITECT OF RECORD STAMPCONSULTANTS

321 4 5 6 7 8 9 10

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 44685

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

HAZARDOUS MATERIALS

ASSESSMENT:

STEPHEN J. SEBESTA &

ASSOCIATES, INC.

30628 DETROIT RD., NO. 258

WESTLAKE, OH 44145

P. 216.781.0060

BID ISSUE SUBMISSION

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H-0.2-1

BASEMENT LEVEL PHASE I HVAC PIPING

IMPROVEMENT PLAN

EMERGENCY DEPARTMENT

EXPANSION

10701 EAST BLVD. CLEVELAND, OHIO

541-370

2.9.21 CJS SRP2.9.21

N 1/8" = 1'-0"

BASEMENT LEVEL PHASE I HVAC PIPING IMPROVEMENT PLAN

ROOM LEGEND

Number Name

BA109 Mechanical Room BA109C Office BA148 Electrical BA149 TeleComm

BA150A Corridor BA150B Corridor BA150C Corridor BA151 Main Electrical Room BA152 Pharmacy Drug Cache

BA152A Secure Storage BA153 Mechanical Room

BA153A Relief Areawell

BAC241 HVAC

BAC241A Outside Air Enclosure BAC250 Waiting

BAC250B Passage BAC251 Triage BAC252 Exam BAC253 Exam BAC254 Exam BAC255 Exam BAC256 Records BAC260 Reception/ Waiting

BAC260A Passage BAC260B Passage BAC260C Passage BAC261 Regulatory/ Fiscal Office BAC262 2 Person Office BAC264 Storage BAC265 4 Person Office BAC266 IT Work Offices BAC268 Copy/ Work Passage BAC269 2 Person Office

BAC270A Break Area/ Pantry BAC270B Collaboration Area BAC270C Open Student Offices BAC271 Director Office BAC272 Office BAC273 Office BAC274 2 Person Office BAC275 2 Person Office BAC280…