ATT 6 - 578-371_Joliet_CBOC_Add_3_Part_5.pdf

BASEMENT LEVEL

601' - 8 1/2"

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Lx

ELEVATOR PIT

596' - 8 1/2"

Elevator E-2

ELEVATOR PIT

EAST WALL OF NEW NORTH VESTIBULE

BEYOND

NEW CAST-IN-PLACE CONCRETE

FOUNDATION WALL

NEW CAST-IN-PLACE CONCRETE

FOOTING

1' - 0"

5 3/4" 3 1/2" RIGID POLYISO INSULATION

P.T. WOOD BLOCKING

3" RIGID INSULATION

12" CMU WALL

FLUID APPLIED AIR

BARRIER

WATER PROOFING

11 5/8" 4 1/2"

2" RIGID INSULATION,

CONTINUOUS

WATER PROOFING,

EXTEND OVER TOP OF CONCRETE

WASH AT FOOTINGCONTINUOUS HYDROPHILIC

WATERSTOP AT EACH SIDE OF

ELEVATOR PIT

M

IN

MIN.

1' - 0"

PREFINISHED METAL INSULATION SHIELD

M

IN

FLASHING

MC

B2

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

CS1

TSV

METAL ROOF DECK WITH

SPRAY APPLIED FIRE PROOFING,

2-HOUR

FLASHING

BASEMENT LEVEL

601' - 8 1/2"

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Engineering Space

Vestibule

NEW CAST-IN-PLACE CONCRETE

FOUNDATION WALL

WATER PROOFING,

EXTEND OVER TOP OF CONCRETE

WASH AT FOOTING

NEW CAST-IN-PLACE CONCRETE

FOOTING. SEE STRUCTURAL

DRAWINGS FOR SIZE &

REINFORCEMENT REQUIREMENTS

104B

NEW TPO ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

NEW ROOF INSULATION

2" RIGID INSULATION,

CONTINUOUS

1' - 0" MIN.

5" CONCRETE SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

CONTINUOUS HYDROPHILIC

WATERSTOP. TYPICAL AT EVERY

NEW EXTERIOR FOOTING &

FOUNDATION WALL

M

IN

G U

A R

D R

A

IL

NEW LAY-IN ACOUSTICAL

TILE CEILING, 2x2

ACT2

FLASHING

ALUMINUM THRESHOLD

NEW CONCRETE PAVEMENT

MC

B2

B2-A

SEE ELEVATION 2/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 2/AE 201 FOR PLACEMENT

OF ACCENT BAND

COMPOSITE ROOF DECK

COMPOSITE FLOOR DECK

BASEMENT LEVEL

601' - 8 1/2"

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Lx

B

B/DECK

VESTIBULE

614' - 8 1/2"

New North Vestibule

Lobby

Lobby

C

5" CONCRETE SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

M O

NEW TPO ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

NEW ROOF INSULATION

NEW LAY-IN ACOUSTICAL

TILE CEILING, 2x2

ACT2

TPO ROOF MEMBRANE

ROOF INSULATION

NEW PRE-FINISHED

ALUMINUM COPING

THIN BRICK VENEER

CLADDING

NEW LAY-IN ACOUSTICAL

TILE CEILING, 2x2

ACT2

FLASHING

8" CMU

FLASHING

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

SS1

MC

B2

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

CONTINUOUS FIBER CANT

B2

COMPOSITE ROOF DECK

COMPOSITE FLOOR DECK

AE 603

SYMBOLS LEGEND SECTIONS

EXISTING CONSTRUCTION TO REMAIN

Room name

KEYNOTEX

ROOM NAME/NUMBER

0X

CENTERLINE

1i PARTITION TAG

Name Elevation

FLOOR/LEVEL ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

DOOR TAG - SEE SHEET

AE 601 DOOR SCHEDULE

FOR MORE INFORMATION

A

WINDOW/STOREFRONT

TAG - SEE SHEET AE 602

FOR MORE INFORMATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

SS1

MC EXTERIOR FINISH KEYNOTE

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

IM

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-M

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B O

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/2

J o lie t

C B

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P a rk in g E x p a n s io n V

E S

A rc h

.r v t

-1

-0

:1 :2

P

M

AE 303

WALL SECTIONS

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/4" = 1'-0"

WALL SECTION - NORTH WALL AT ELEVATOR

0 1' 2' 4' 0 1' 2' 4'0 1' 2' 4'

3/4" = 1'-0"

WALL SECTION - EAST WALL

3/4" = 1'-0"

WALL SECTION - NORTH WALL AT NEW NORTH VESTIBULE

EXTERIOR FINISHES

TAG KEYNOTE

B2 THIN BRICK, STANDARD, RUNNING BOND

B2-A THIN BRICK, STANDARD - ACCENT, STACKED BOND

CS1 CAST STONE - TRIM

MC PREFINISHED METAL COPING, COLOR TO MATCH EXISTING CBOC COPING

TSV THIN STONE VENEER

MC

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

ADDENDUM 3 REVIEW 09/22/2023

ADDENDUM 3 ISSUED FOR BID 10/11/2023

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Hx

NEW ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

NEW ROOF INSULATION

EXISTING CAST-IN-PLACE

CONCRETE FRAME

STRUCTURE

EXISTING CAST-IN-PLACE

CONCRETE ROOF

DECK

EXISTING 8" CMU INFILL

EXISTING CAST-IN-PLACE CONCRETE

FOUNDATION WALL - CBOC

EXISTING CAST-IN-PLACE CONCRETE

FLOOR SLAB - CBOC

EXISTING CAST-IN-PLACE

CONCRETE FOOTING

NEW 8" CMU INFILL

3" RIGID

INSULATION

5 3/4"

NEW WINDOW, ANODIZED THERMALLY

BROKEN ALUMINUM FRAME,

WITH INSULATED GLAZING UNITS &

LAMINATED SECURITY GLASS

AE 502

FLUID APPLIED AIR BARRIER

3 1/2" RIGID POLYISO INSULATION

NEW WINDOW, ANODIZED THERMALLY

BROKEN ALUMINUM FRAME,

WITH INSULATED SPANDREL PANELS

T/NORTH

PARAPET

631' - 6 1/2"

M O

N E

W C

M U

1' - 6"

C E

IL

IN

G P

O C

K E

T

CEILING POCKET

PREFINISHED METAL CLOSURE

ACOUSTICAL TILE CEILING

SYSTEM

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD, PAINTED, ON METAL FURRING

STRIPS.

R O

B

ACT1

WATER PROOFING,

EXTEND OVER TOP OF CONCRETE

WASH AT FOOTING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

2" RIGID INSULATION,

CONTINUOUS

PREFINISHED METAL INSULATION SHIELD

M

IN

1' - 0" MIN.

M

IN

D

SS1

MC

B2

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

CS1

TSV

TSV

NEW 8" CMU PARAPET, FULLY GROUTED,

DOWELED W/ EPOXY TO EXISTING STRUCTURE

FLASHING

FLASHING

FLASHING

FLASHING

2X PT WOOD BLOCKING, TYPICAL

AE 603

AE 603

AE 502

BASEMENT LEVEL

601' - 8 1/2"

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

5.8x

EXIST. T.O.P.

631' - 6 1/4"

2' - 7"

C E

IL

IN

G P

O C

K E

T

CEILING POCKET

PREFINISHED METAL CLOSURE

ACOUSTICAL TILE CEILING

SYSTEM

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD, PAINTED, ON 1/2" METAL FURRING

STRIPS.

R O

A

ACT2

C

M O

N E

W C

M U

NEW ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

NEW ROOF INSULATION

EXISTING 8" CMU INFILL

NEW 8" CMU INFILL

WATER PROOFING,

EXTEND OVER TOP OF CONCRETE

WASH AT FOOTING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

2" RIGID INSULATION,

CONTINUOUS

PREFINISHED METAL INSULATION SHIELD

1' - 0" MIN.

M

IN

GRADE - HEIGHT VARIES

ACOUSTICAL TILE CEILING

SYSTEM

ACT1

SS1

SS1

MC

B2

B2-A

SEE ELEVATION 3/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 3/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

CS1

TSV

TSV

B2-A

SEE ELEVATION 3/AE 201 FOR PLACEMENT

OF ACCENT BAND

3 1/2" RIGID INSULATION

3" RIGID INSULATION

3" RIGID INSULATION

NEW 8" CMU PARAPET, FULLY GROUTED,

DOWELED W/ EPOXY TO EXISTING STRUCTURE

FLASHING

FLASHING

FLASHING

2X PT WOOD BLOCKING, TYPICAL

AE 603

AE 603

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD OVER 3 5/8" METAL STUDS

ALIGN WITH FACE OF

EXISTING SURROUNDING

WALLS

BASEMENT LEVEL

601' - 8 1/2"

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Lx

NEW ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

NEW ROOF INSULATION

EXISTING CAST-IN-PLACE

CONCRETE FRAME

STRUCTURE

EXISTING CAST-IN-PLACE

CONCRETE ROOF

DECK

EXISTING 8" CMU INFILL

EXISTING CAST-IN-PLACE CONCRETE

FOUNDATION WALL - CBOC

EXISTING CAST-IN-PLACE CONCRETE

FLOOR SLAB - CBOC

EXISTING CAST-IN-PLACE

CONCRETE FOOTING

NEW 8" CMU INFILL

NEW 8" CMU PARAPET, FULLY GROUTED,

DOWELED W/ EPOXY TO EXISTING STRUCTURE

3 1/2" RIGID POLYISO INSULATION

FLUID APPLIED AIR BARRIER

OVER CMU

MASONRY VENEER

T/NORTH

PARAPET

631' - 6 1/2"

L6x4x3/8 GALVANIZED ANGLE FRAME

FOR WINDOW

D

R O

V

IF

M

IN

WATER PROOFING,

EXTEND OVER TOP OF CONCRETE

WASH AT FOOTING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

2" RIGID INSULATION,

CONTINUOUS

M

IN

PREFINISHED METAL INSULATION SHIELD

MC

B2

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

CS1

TSV

TSV

B2-A

SEE ELEVATION 1/AE 201 FOR PLACEMENT

OF ACCENT BAND

B2

3" RIGID INSULATION

3 1/2" RIGID POLYISO INSULATION

FLASHING

FLASHING

FLASHING

FLASHING

2X PT WOOD

BLOCKING, TYPICAL

AE 603

Control

A.O.

B015

Corridor C1-15

Home Based Primary Care

B002

SYMBOLS LEGEND SECTIONS

EXISTING CONSTRUCTION TO REMAIN

Room name

KEYNOTEX

ROOM NAME/NUMBER

0X

CENTERLINE

1i PARTITION TAG

Name Elevation

FLOOR/LEVEL ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

DOOR TAG - SEE SHEET

AE 601 DOOR SCHEDULE

FOR MORE INFORMATION

A

WINDOW/STOREFRONT

TAG - SEE SHEET AE 602

FOR MORE INFORMATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

SS1

MC EXTERIOR FINISH KEYNOTE

Badge B004

FMS

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

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-M

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B O

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-3

/2

J o lie t

C B

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P a rk in g E x p a n s io n V

E S

A rc h

.r v t

-1

-0

:1 :3

P

M

AE 304

WALL SECTIONS

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/4" = 1'-0"

3 WALL SECTION - AT NORTH WALL & NEW WINDOWS

3/4" = 1'-0"

2 WALL SECTION - AT WEST WALL

3/4" = 1'-0"

1 WALL SECTION - AT NORTH WALL

0 1' 2' 4' 0 1' 2' 4' 0 1' 2' 4'

EXTERIOR FINISHES

TAG KEYNOTE

B2 THIN BRICK, STANDARD, RUNNING BOND

B2-A THIN BRICK, STANDARD - ACCENT, STACKED BOND

CS1 CAST STONE - TRIM

MC PREFINISHED METAL COPING, COLOR TO MATCH EXISTING CBOC COPING

TSV THIN STONE VENEER

MC

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

FIRST FLOOR

LEVEL

616' - 2 1/2"

ELEVATOR PIT

596' - 8 1/2"

STONE VENEER

2" RIGID POLYISO INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

FLASHING

6" 20 GA. METAL STUDS,

16" O.C.

TILE WALL BASE

FLOOR TILE

VAPOR BARRIER

LAY-IN CEILING

P.T. WOOD BLOCKING

METAL ROOF DECK

RIGID POLYISO ROOF

INSULATION, TAPERED

TPO MEMBRANE ROOFING

T/RETAINING

606' - 10 1/2"

B/DECK

VESTIBULE

614' - 8 1/2"

AIR BARRIER

WATER PROOFING

CONTINUOUS FIBER

CANT STRIP

BATT INSULATION,

MINIMUM R-19

5 3/4"

4"

GYP. BOARD EXTERIOR GRADE

SHEATHING ABOVE DECK

1' - 0"

AE 502

2"10"

4"

2'

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD

3 5/8" 20 GA. METAL STUDS,

16" O.C.

CAST-IN-PLACE CONCRETE FOUNDATION

WALL

TOP OF RETAINING WALL

New North

Vestibule

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

BATT INSULATION

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

1'

M

IN

4"

1' - 0" MIN.

ACT2

SILL SEAL, CONTINUOUS

PREFINISHED METAL INSULATION SHIELD

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

KICKER

MC

TSV

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

2'

/2

BASEMENT LEVEL

601' - 8 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

ELEVATOR PIT

596' - 8 1/2"

STONE VENEER

2" RIGID POLYISO INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

FLASHING

6" 20 GA. METAL STUDS,

16" O.C.

VAPOR BARRIER

LAY-IN CEILING

P.T. WOOD BLOCKING

METAL ROOF DECK

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING

FLASHING

B/DECK

VESTIBULE

614' - 8 1/2"

ALUMINUM STOREFRONT SYSTEM

THERMALLY BROKEN, WITH

INSULATED GLAZING UNITS WITH

LAMINATED SECURITY GLASS

4"

AIR BARRIER

CONTINUOUS FIBER

CANT STRIP

FLASHING

BATT INSULATION,

MINIMUM R-19

4" 6" 2"

1' - 0"

CONTINUOUS SILL SEAL

New North

Vestibule

WATER PROOFING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

4" 1'

M

IN

ACT2

TILE WALL BASE

FLOOR TILE

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

S2

PREFINISHED METAL INSULATION SHIELD

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

MC

TSV

TSV

AE 502

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

2'

/2

AE 602

SYMBOLS LEGEND SECTIONS

EXISTING CONSTRUCTION TO REMAIN

Room name

KEYNOTEX

ROOM NAME/NUMBER

0X

CENTERLINE

1i PARTITION TAG

Name Elevation

FLOOR/LEVEL ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

DOOR TAG - SEE SHEET

AE 601 DOOR SCHEDULE

FOR MORE INFORMATION

A

WINDOW/STOREFRONT

TAG - SEE SHEET AE 602

FOR MORE INFORMATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

SS1

MC EXTERIOR FINISH KEYNOTE

BASEMENT LEVEL

601' - 8 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

ELEVATOR PIT

596' - 8 1/2"

B/DECK

VESTIBULE

614' - 8 1/2"

NORTH RETAINING

603' - 3 3/4"

TILE WALL BASE

FLOOR TILE

WATER PROOFING

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD

3 5/8" 20 GA. METAL STUDS,

16" O.C.

CAST-IN-PLACE CONCRETE FOUNDATION

WALL

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

BATT INSULATION

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

STONE VENEER

2" RIGID POLYISO INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

AIR BARRIER

BATT INSULATION,

MINIMUM R-19

SILL SEAL, CONTINUOUS

6" 20 GA. METAL STUDS,

16" O.C.

VAPOR BARRIER

LAY-IN CEILING

P.T. WOOD BLOCKING

METAL ROOF DECK

RIGID POLYISO ROOF

INSULATION, TAPERED

TPO MEMBRANE ROOFING

CONTINUOUS FIBER

CANT STRIP

GYP. BOARD EXTERIOR GRADE

SHEATHING ABOVE DECK

ACT2

6"

4"

FLASHING

PREFINISHED METAL INSULATION SHIELD,

EXTEND 12" BELOW FINISHED GRADE, TYPICAL

THIN STONE VENEER (TSV) APPLIED DIRECTLY TO

FOUNDATION WALL

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

KICKER

MC

TSV

TSV

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

2'

/2

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

IM

/2

-M

A T

O C

-P a rk in g E x p a n s io n a t J o lie t C

B O

C

-3

/2

J o lie t

C B

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P a rk in g E x p a n s io n V

E S

A rc h

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-1

-0

:1 :3

P

M

AE 305

WALL SECTIONS NORTH

VESTIBULE

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/4" = 1'-0"

WALL SECTION - NORTH VESTIBULE

3/4" = 1'-0"

WALL SECTION - NORTH VESTIBULE STOREFRONT

0 1' 2' 4' 0 1' 2' 4'

3/4" = 1'-0"

WALL SECTION NORTH VESTIBULE EAST WALL

0 1' 2' 4'

EXTERIOR FINISHES - NORTH VESTIBULE

KEY KEYNOTE

MC PREFINISHED METAL COPING, COLOR TO MATCH EXISTING CBOC COPING

TSV THIN STONE VENEER

MC

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

FIRST FLOOR

LEVEL

616' - 2 1/2"

B/DECK

VESTIBULE

614' - 8 1/2"

FACE OF RETAINING WALL

BEYOND

2" RIGID POLYISO INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

6" 20 GA. METAL STUDS,

16" O.C.

VAPOR BARRIER

METAL ROOF DECK

FLASHING

AIR BARRIER

BATT INSULATION,

MINIMUM R-19

P.T. WOOD BLOCKING

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING

CONTINUOUS FIBER

CANT STRIP

New North

Vestibule

WATER PROOFING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

TILE WALL BASE

FLOOR TILE

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

PREFINISHED METAL INSULATION SHIELD

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

MC

TSV

TSV

S2

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

2'

/2

AE 602

AE 502

SYMBOLS LEGEND SECTIONS

EXISTING CONSTRUCTION TO REMAIN

Room name

KEYNOTEX

ROOM NAME/NUMBER

0X

CENTERLINE

1i PARTITION TAG

Name Elevation

FLOOR/LEVEL ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

DOOR TAG - SEE SHEET

AE 601 DOOR SCHEDULE

FOR MORE INFORMATION

A

WINDOW/STOREFRONT

TAG - SEE SHEET AE 602

FOR MORE INFORMATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

SS1

MC EXTERIOR FINISH KEYNOTE

BASEMENT LEVEL

601' - 8 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

A

ELEVATOR PIT

596' - 8 1/2"

FLASHING

2" RIGID POLYISO

INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

6" 20 GA. METAL STUDS,

16" O.C.

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD, FINISH

AS SCHEDULED

VAPOR BARRIER

LAY-IN CEILING

P.T. WOOD BLOCKING

METAL DECK

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING

ALUMINUM STOREFRONT SYSTEM

THERMALLY BROKEN, WITH

INSULATED GLAZING UNITS WITH

LAMINATED SECURITY GLASS

ALUMINUM FRAMED, AUTOMATIC POWER

OPERATED BI-FOLD DOOR, WITH

INSULATED GLAZING UNITS WITH

LAMINATED SECURITY GLASS

PREFABRICATED METAL FRAMED

CANOPY, SUSPENDED

ALUMINUM THRESHOLD

B/DECK

VESTIBULE

614' - 8 1/2"

AIR BARRIER

CONTINUOUS FIBER

CANT STRIP

AE 502

8"

B O

T T

O M

O F

C A

N O

P Y

8'

/4

1 1/4" EXTERIOR GRADE PLYWOOD

BLOCKING

(2) 2"x8" P.T. WOOD BLOCKING

VAPOR BARRIER

3'

HSS12x4x3/8

AE 502

New North

Vestibule

WATER PROOFING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

FLOOR TILE

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

4" 1'

ACT2

HSS12x6x3/8

T O

P O

F S

T O

R E

F R

O N

T R

O

7'

0"

FLASHING

S3

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING, 2-HOUR

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

MC

TSV

2'

/8

7'

1"

B O

T T

O M

O F

H S

S

/8

B O

T T

O M

O F

H S

S

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

2'

/2

BASEMENT LEVEL

601' - 8 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

A

ELEVATOR PIT

596' - 8 1/2"

B/DECK

VESTIBULE

614' - 8 1/2"

FLASHING

1 1/4" EXTERIOR GRADE PLYWOOD BLOCKING

(2) 2"x8" P.T. WOOD BLOCKING

1' - 0"

2" RIGID POLYISO INSULATION

GYP. BOARD EXTERIOR GRADE

SHEATHING

6" 20 GA. METAL STUDS,

16" O.C.

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD, FINISH AS SCHEDULED

LAY-IN CEILING

P.T. WOOD BLOCKING

METAL DECK

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING

ALUMINUM STOREFRONT SYSTEM

THERMALLY BROKEN, WITH

INSULATED GLAZING UNITS WITH

LAMINATED SECURITY GLASS

AIR BARRIER

CONTINUOUS FIBER

CANT STRIP

VAPOR BARRIER

HSS12x4x3/8

FLASHING

PREFABRICATED METAL FRAMED

CANOPY, SUSPENDED

New North

Vestibule

WATER PROOFING

4" ⌀ PERFORATED PLASTIC

DRAIN TILE, CONTINUOUS.

GRAVEL WRAPPED IN

FILTER FABRIC, COMPLETELY

SURROUNDING DRAIN TILE

FLOOR TILE

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

TILE WALL BASE

ACT2

HSS12x6x3/8

2'

S3

S1

2" RIGID INSULATION

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

SPRAY-APPLIED

FIRE PROOFING,

2-HOUR

MC

TSV

TSV

CAST-IN-PLACE CONCRETE

FOUNDATION WALL & FOOTING

4' - 11 7/8"

2'

/2

4"

AE 502

SIMILAR

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

IM

/2

-M

A T

O C

-P a rk in g E x p a n s io n a t J o lie t C

B O

C

-3

/2

J o lie t

C B

O C

P a rk in g E x p a n s io n V

E S

A rc h

.r v t

-1

-0

:1 :4

P

M

AE 306

WALL SECTIONS NORTH

VESTIBULE

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/4" = 1'-0"

3 WALL SECTION - NORTH VESTIBULE AT WEST WALL

0 1' 2' 4'

3/4" = 1'-0"

1 WALL SECTION - NORTH VESTIBULE @ ENTRY

3/4" = 1'-0"

2 WALL SECTION - NORTH VESTIBULE STOREFRONT & CANOPY

0 1' 2' 4'0 1' 2' 4'

EXTERIOR FINISHES - NORTH VESTIBULE

KEY KEYNOTE

MC PREFINISHED METAL COPING, COLOR TO MATCH EXISTING CBOC COPING

TSV THIN STONE VENEER

MC

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

UP

Jx

Kx

K'x

Lx

12x 13x 14x 15x

AE 301

A

3 4

B

AE 302

AE 202 4

AE 2022

New North Vestibule

Lobby

20' - 7"

22' - 5 1/2"

8'

7' - 10"

8' - 0 1/2"

/2

Elevator E-2

LINE OF CANOPY ABOVE

ALUMINUM STOREFRONT

EXISTING STAIR

S-2

8' - 0 1/2"

AE 305

AE 305

AE 306

AE 303

2B

2B

2B

2B2B

A

B

Engineering Space

AE 305

TOP OF RETAINING WALL (SEE CIVIL)TOP OF RETAINING WALL

(SEE CIVIL)

603' - 3 3/4" 603' - 3 3/4"

601' - 8 1/2"

601' - 8 1/2"

601' - 8 1/2"

601' - 8 1/2"

601' - 8 1/2"

5' - 9 3/4" 3' - 4" 11 1/4"

2' - 2 1/2" 4' - 4" 2' - 2 1/2"

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

32' - 3"

/2

1'

0"

8' - 10 3/4"

9'

6' - 0" 6 1/4" 7' - 2"

AE 306

AE 306

2' - 0" 18' - 5 1/2" 2' - 0"

2'

/4

3'

6'

/2

2'

/4

3'

6'

/2

S2S2

6" 1'

3'

1'

6"

8"

9"

AE 205

AE 2058

Mach. Room 003A

A

AE 303

AE 303

1' - 0"

AE 400

AE 400

AE 301

AE 202

S1 S1

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

AE 400

CG

CG

9"

8"

10"

10"

2B

2B

2B

ALIGN

1'-0"

1' -0

1'-0"

D

1'

SYMBOLS LEGEND

Room name

KEYNOTE

ROOM NAME/NUMBER

0X

CENTERLINE

1i

PARTITION TAG: SEE SHEET AE 501, PARTITION

TYPES & DETAILS FOR MORE INFORMATION

SPOT FLOOR

ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

1-HOUR RATED CONSTRUCTION

2-HOUR RATED CONSTRUCTION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

CONCRETE WALL

CMU - CONCRETE MASONRY UNITS

EXTERIOR RIGID INSULATION

CG

CORNER GUARD FINISH TAG: SEE SHEET

AI 601, FINISH PLANS & FINISH SCHEDULE

FOR DETAILED FINISHES INFORMATION

1i

STOREFRONT / WINDOW TAG: SEE SHEET

AE 602 WINDOW & STOREFRONT SCHEDULE

& DETAILS FOR SPECIFIC INFORMATION

DOOR TAG: SEE SHEET AE 601, DOOR

SCHEDULE & DETAILS SHEET FOR SPECIFIC

DOOR INFORMATION

Jx

13x

EXISTING CAST-IN-PLACE

CONCRETE FOUNDATION WALL

Engineering

Space

NEW CAST-IN-PLACE

CONCRETE FOUNDATION WALL

HYDROPHILIC WATERSTOP

PREP EXISTING WALL SURFACE TO RECEIVE

WATERSTOP PER WATERSTOP MANUFACTURER'S

REQUIREMENTS

WATERPROOFING

A

THIN STONE VENEER (TSV)

2" RIGID INSULATION

5/8" EXTERIOR GRADE

TYPE X GWB

BATT INSULATION

5/8" MOLD/MOISTURE

RESISTANT TYPE X GWB

6" METAL STUDS

2 1/4" METAL STUDS

New North

Vestibule

STEEL COLUMN

WITH FIREPROOFING,

2-HOUR MINIMUM

DOUBLE STUDS AT

EACH JAMB, TYPICAL

Lx

2B

2B

EXISTING CAST-IN-PLACE

CONCRETE FOUNDATION

WALL

NEW POURED-IN-PLACE

CONCRETE FOUNDATION WALL

THIN STOVE VENEER (TSV)

3 1/2" RIGID INSULATION

FLUID APPLIED

AIR BARRIER

HYDROPHILIC WATERSTOP

New North

Vestibule

SEALANT & BACKER ROD

PREP EXISTING WALL SURFACE TO RECEIVE

WATERSTOP PER WATERSTOP MANUFACTURER'S

REQUIREMENTS

2 5/8"

THIN STOVE VENEER (TSV)

ADHERED DIRECTLY TO

CONCRETE WALL

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

IM

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-M

A T

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-P a rk in g E x p a n s io n a t J o lie t C

B O

C

-3

/2

J o lie t

C B

O C

P a rk in g E x p a n s io n V

E S

A rc h

.r v t

-1

-0

:1 :4

P

M

AE 400

ENLARGED PLAN - BASEMENT

LEVEL

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/8" = 1'-0"

DETAIL PLAN - NEW NORTH VESTIBULE & ELEVATOR AT BASEMENT LEVEL

ELEVATOR (BASIS OF DESIGN) INFORMATION:

BASIS OF DESIGN: OTIS 'HYDROFIT' MACHINE-ROOMLESS (MRL) HYDRAULIC ELEVATOR, PASSENGER TYPE.

CAPACITY: 3,500 LBS

CAB SIZE: 6'-5 1/2" WIDE x 5'-6" DEEP

SPEED: 100 FPM

STOPS: 2

PIT DEPTH: 5'-0"

ELEVATOR EQUIPMENT/MACHINERY: LOCATED IN ROOM 003A

0 2' 4' 8'

ARCHITECTURAL KEYNOTES NEW WORK BASEMENT

KEY KEYNOTE

1 INFILL OPENING ONCE ELEVATOR IS INSTALLED. VERIFY WITH ELEVATOR MANUFACTURER.

2 PATCH AND REPAIR EXISTING GWB, METAL STUD FRAMING AT EACH NEW WINDOW & DOOR OPENING.

3 L6x4x3/8" GALVANIZED STEEL FRAME AT EACH WINDOW 'D', BASEMENT LEVEL

4 PREFINISHED METAL DOWN SPOUT

5 STEEL COLUMNS, WITH SPRAY APPLIED FIRE PROOFING, 2-HOUR

6 72" TURNING CIRCLE

7 48" x 48" DOOR APPROACH CLEARANCE

8 48" x 60" DOOR APPROACH CLEARANCE

9 54" x 60" DOOR APPROACH CLEARANCE

10 66" x 72" DOOR APPROACH CLEARANCE

1" = 1'-0"

4 DETAIL PLAN - ENGINEERING SPACE AT EXISTING

1" = 1'-0"

DETAIL PLAN AT COLUMN

1" = 1'-0"

3 DETAIL PLAN - NORTH WALL AT VESTIBULE

0 6" 1' 2'

0 6" 1' 2'

0 6" 1' 2'

AREA OF

WORK

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

Jx

Kx

Lx

12x 13x 14x10x 15x

AE 301

A

3 4

B

AE 302

AE 202 4

AE 2022

Lobby

Alcove 102A

8'

7' - 10"

8' - 4 1/4" 11

1/ 4"

13' - 8 1/4"

ROOF OF NEW NORTH

VESTIBULE BELOW

CANOPY BELOW

Elevator E-2

7'

/4

3'

/4

20' - 0 1/4"

20' - 0 1/4"

104A

4'

1/

2"

8'

/4

8' - 9 3/4"

Office

Vestibule

Corridor C1-15A

AE 2012

AE 305

AE 305

AE 306

AE 303

104B

2B

2B

2B

2B

2B

2B

2B

D C C

E Q

E Q

Storage 1116A

2A

1116A

2' - 2 1/2"

11" 2' - 2 1/2" 5" 7' - 7 3/4"

7' - 1 1/2"

/2

ALIGN

4'

1"

4'

/2

8'

45.00°

AE 306

AE 306

1'

AE 208

AE 208

AE 208

AE 207

AE 207 6

ALIGN

ALIGN

A

LI

G N

2B

2B

AE 303

AE 303

AE 402

AE 402

C -1

AE 202

AE 301

CG CG

CG

CG

CG

CG

4' - 11"

2'

0"

2'

AE 202

2B

AE 401

NEW WORKEXISTING CBOC

NEW WORKEXISTING CBOC

N E

W W

O R

K E

X

IS

T

IN

G C

B O

C

6 6

8" CMU

8" CMU

8" CMU12" CMU8" CMU8" CMU INFILL

Stair #2 S-2

Dispensary

Storage 1116A

Corridor C1-14

SYMBOLS LEGEND

Room name

KEYNOTE

ROOM NAME/NUMBER

0X

CENTERLINE

1i

PARTITION TAG: SEE SHEET AE 501, PARTITION

TYPES & DETAILS FOR MORE INFORMATION

SPOT FLOOR

ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

NEW CONSTRUCTION

EXISTING CONSTRUCTION TO REMAIN

1-HOUR RATED CONSTRUCTION

2-HOUR RATED CONSTRUCTION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

CONCRETE WALL

CMU - CONCRETE MASONRY UNITS

EXTERIOR RIGID INSULATION

CG

CORNER GUARD FINISH TAG: SEE SHEET

AI 601, FINISH PLANS & FINISH SCHEDULE

FOR DETAILED FINISHES INFORMATION

1i

STOREFRONT / WINDOW TAG: SEE SHEET

AE 602 WINDOW & STOREFRONT SCHEDULE

& DETAILS FOR SPECIFIC INFORMATION

DOOR TAG: SEE SHEET AE 601, DOOR

SCHEDULE & DETAILS SHEET FOR SPECIFIC

DOOR INFORMATION

Jx

14x

5/8" MOLD/MOISTURE GWB

3 5/8" METAL STUDS

8" CMU

CORNER GUARD

EXISTING STEEL COLUMN

EXISTING MASONRY WALL

THIN BRICK (B2)

RIGID INSULATION

SEALANT & BACKER ROD

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

IM

/2

-M

A T

O C

-P a rk in g E x p a n s io n a t J o lie t C

B O

C

-3

/2

J o lie t

C B

O C

P a rk in g E x p a n s io n V

E S

A rc h

.r v t

-1

-0

:1 :5

P

M

AE 401

ENLARGED PLAN - FIRST FLOOR

LEVEL

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/8" = 1'-0"

1 DETAIL PLAN FIRST FLOOR LEVEL - NE VESTIBULE

0 2' 4' 8'

ARCHITECTURAL KEYNOTES

KEY KEYNOTE

1 PATCH AND REPAIR EXISTING WALL AT LOCATION OF DEMOLISHED ROOF ACCESS LADDER

2 INFILL EXISTING CMU WALL , MATCH EXISTING BLOCK SIZE. PAINTED FINISH

3 ALIGN NEW CONSTRUCTION & FINISHES WITH EXISTING

4 REINSTALL EXISTING SINK, MILLWORK, AND COUNTER. SCRIBE BACKSPLASH TO NEW WALL.

5 NEW PREFABRICATED METAL ROOF ACCESS STAIR. PROVIDE LOCKABLE GATE.

6 JOINT LINE BETWEEN EXISTING CBOC AND NEW WORK

7 72" TURNING CIRCLE

8 48" x 48" DOOR APPROACH CLEARANCE

9 48" x 60" DOOR APPROACH CLEARANCE

10 54" x 60" DOOR APPROACH CLEARANCE

11 66" x 72" DOOR APPROACH CLEARANCE

1" = 1'-0"

DETAIL PLAN

0 6" 1' 2'

AREA OF

WORK

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

17 16 15 14 13 12 11 10 9 8 7 6 5 4

Lx

13x

AE 402

AE 402

7'

23' - 3" 7' - 10"

5'

4'

4"

NEW ROOF OPENING

10' - 6"

NEW ROOF ACCESS STAIR

EXISTING PARAPET

6" METAL STUD FRAMED ENCLOSURE,

INSULATED WITH BATT INSULATION

THIN BRICK OVER RIGID INSULATION

WITH DRAINAGE LAYER OVER FLUID

APPLIED VAPOR BARRIER

NEW INSULATED H.M.

DOOR & FRAME

3'

SECURITY GATE

ROOF

N E

W R

O O

F O

P E

N

IN

G

4'

/8

NEW CMU PARAPET

S A

Roof

Access

S2A

TO FACE OF PARAPET

8'-8 3/4" EAST EDGE OF STAIR OPENING

AE 402

B2

MC

22' - 7" FACE OF STUDS

21' - 7" FACE OF STUDS

6'

/4

F A

C E

O F

S T

U D

S

5'

/4

F A

C E

O F

S T

U D

S

AE 402

AE 402

O.H.

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

AE 402

NEW PREFABRICATED METAL

ROOF ACCESS

STAIR WITH HAND/GUARD RAILS,

OSHA COMPLIANT

EXISTING STAIR,

NOT SHOWN FOR CLARITY

7'

10"

9"

NEW LAY-IN CEILING

NEW SOFFIT: GYP. BOARD ON METAL

STUD FRAMING

EXISTING ROOF STRUCTURE, CAST-IN-PLACE

CONCRETE, PAINTED

NEW LOCKABLE

SECURITY GATE

8'

NEW PARAPET

6" METAL STUD FRAMED ENCLOSURE,

INSULATED WITH BATT INSULATION

THIN BRICK OVER RIGID INSULATION

WITH DRAINAGE LAYER OVER FLUID

APPLIED VAPOR BARRIER

NEW OPENING

10' - 6"

NEW LOCKABLE

SECURITY GATE

Stair #2

S-2

Roof

Access

S2A

EXISTING PARAPET

8'-8 3/4"

EXISTING CAST-IN-PLACE CONCRETE BEAM BEYOND

EXISTING CAST-IN-PLACE CONCRETE BEAM BEYOND

MC

MC

B2

B2

ACT2

EXISTING ELEVATOR

E-1

R

/1

6"

2'

12' - 1"

NEW STEEL BEAM W/

SPRAY APPLIED

FIRE PROOFING

NEW STEEL BEAMS W/ SPRAY APPLIED

FIRE PROOFING

CENTERLINE OF NEW METAL STUD WALL CENTERLINE OF NEW METAL STUD WALL

8'

AE 402

SIMILAR

AE 402

SIMILAR, O.H.

ROOF NORTH

628' - 10 1/2"

FIRST FLOOR

LEVEL

616' - 2 1/2"

Kx

AE 402

NEW PREFABRICATED METAL

ROOF ACCESS

STAIR WITH HAND/GUARD RAILS,

OSHA COMPLIANT

EXISTING STAIR

FINISHED CEILING

GYP. BOARD ON METAL

STUD FRAMING, PAINTED

6" METAL STUD FRAMED ENCLOSURE,

INSULATED WITH BATT INSULATION

THIN BRICK OVER RIGID INSULATION

WITH DRAINAGE LAYER OVER FLUID

APPLIED VAPOR BARRIER

Stair #2

S-2

Roof

Access

S2A

'-8

B2

MC

MC

B2

ACT2

AE 402

AE 402

CONTROL JOINT

CENTERLINE OF NEW METAL STUD WALL

NEW ROOF OPENING

4' - 4 5/8"

5/8" / 1'-0"

NEW STEEL BEAM W/ SPRAY APPLIED

FIRE PROOFING

EXISTING CAST-IN-PLACE CONCRETE

BEAM

EXISTING CMU WALL

ROOF NORTH

628' - 10 1/2"

13x

AE 402

S2A

B2

MC

P6

DOOR &

FRAME

PREFINISHED METAL SCUPPER & DOWNSPOUT.

PROVIDE SPLASH BLOCK AT TERMINATION ON EXISTING

ROOF.

1'

SYMBOLS LEGEND

KEYNOTEX

0X

CENTERLINE

ANEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

STOREFRONT / WINDOW TAG: SEE SHEET AE 602,

WINDOW & STOREFRONT SCHEDULE & DETAILS

FOR SPECIFIC INFORMATION

DOOR TAG: SEE SHEET AE 601, DOOR

SCHEDULE & DETAILS SHEET FOR SPECIFIC

DOOR INFORMATION

Name Elevation

FLOOR/LEVEL

ELEVATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

P3

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

B2 EXTERIOR FINISH TAG

BRICK VENEER, RUNNING

BOND

EXISTING CONSTRUCTION

TO REMAIN

ROOF NORTH

628' - 10 1/2"

Lx

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B2THIN BRICK

MIN. 1" WEEPS AT

24" OC MAX.

3" RIGID INSULATION

BATT INSULATION

6" METAL STUDS AT 16" OC

6" METAL RUNNER SET ON

SILL SEAL, CONTINUOUS

EXISTING CAST-IN-PLACE CONCRETE

ROOF STRUCTURE

3/ 8"

SEALANT

STARTER ANGLE FASTENED

TO SUBSTRATE

5/8" MOLD/MOISTURE RESISTANT

TYPE X GYP. BOARD

5/8" EXTERIOR GRADE

TYPE X

GYP. BOARD SHEATHING

FLUID APPLIED AIR

BARRIER

3/ 4"

WRAP LAYER OF SELF-ADHERED

FLASHING OVER ANGLE

Lx

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B2THIN BRICK

3" RIGID INSULATION

BATT INSULATION

6" METAL STUDS AT 16" OC

5/8" MOLD/MOISTURE

RESISTANT TYPE X

GYP. BOARD

5/8" EXTERIOR GRADE

TYPE X GYP. BOARD

SHEATHING

FLUID APPLIED AIR

BARRIER

3" RIGID INSULATION

NEW 8" CMU PARAPET

B2THIN BRICK

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

5/8" EXTERIOR GRADE

GYP. BOARD SHEATHING

FLUID APPLIED AIR

BARRIER

Roof

Access

S2A

ROOF MEMBRANE

BACKER ROD & SEALANT

BACKER ROD & SEALANT

LINE OF THIN BRICK

ABOVE

ROOF NORTH

628' - 10 1/2"

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B2 THIN BRICK

MIN. 1" WEEPS AT

24" OC MAX.

3" RIGID INSULATION

BATT INSULATION

6" METAL STUDS AT 16" OC

6" METAL RUNNER SET ON

SILL SEAL, CONTINUOUS

EXISTING CAST-IN-PLACE CONCRETE

ROOF STRUCTURE

STARTER ANGLE FASTENED

TO SUBSTRATE

5/8" MOLD/MOISTURE RESISTANT

TYPE X GYP. BOARD

5/8" EXTERIOR GRADE TYPE X

GYP. BOARD SHEATHING

FLUID APPLIED AIR

BARRIER

4"

WRAP LAYER OF SELF-ADHERED

FLASHING ON ROOF DECK

ROOF MEMBRANE

ROOF INSULATION

WRAP LAYER OF SELF-ADHERED

FLASHING OVER ANGLE

PREFINISHED METAL FLASHING

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

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C B

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P a rk in g E x p a n s io n V

E S

A rc h

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-1

-0

:1 :5

P

M

AE 402

NORTH ROOF ACCESS STAIR

PLAN & DETAILS

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/8" = 1'-0"

2 ENLARGED PLAN - ROOF ACCESS ENCLOSURE 0 2' 4' 8'

3/8" = 1'-0"

SECTION ROOF ACCESS ENCLOSURE - EAST WEST

3/8" = 1'-0"

SECTION ROOF ACCESS ENCLOSURE - NORTH SOUTH 0 2' 4' 8' 0 2' 4' 8'

3/8" = 1'-0"

1 PARTIAL SOUTH ELEVATION ROOF ACCESS STAIR ENCLOSURE

0 2' 4' 8'

EXTERIOR FINISHES NORTH ROOF ACCESS

KEY KEYNOTE

B2 THIN BRICK, STANDARD, RUNNING BOND

MC PREFINISHED METAL COPING, COLOR TO MATCH EXISTING CBOC COPING

TSV THIN STONE VENEER

MC

3" = 1'-0"

7 DETAIL SECTION ROOF ACCESS ENCLOSURE - NORTH WALL

0 6" 1'3"

3" = 1'-0"

6 DETAIL PLAN - ROOF ACCESS ENCLOSURE AT CMU PARAPET

0 6" 1'3"

3" = 1'-0"

5 DETAIL SECTION ROOF ACCESS ENCLOSURE - AT NORTH ROOF

0 6" 1'3"

AREA OF

WORK

Revisions Date

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

PARTITION TYPE 2 1-HOUR FIRE

RATED PARTITION PER UL DESIGN

#U419

NEW WALL BASE

SEALANT, CONTINUOUS AT BOTTOM OF GYP.

BOARD, BOTH SIDES

NEW FLOOR FINISH

2A PARTITION TYPE 2A NON RATED

ONLY ONE LAYER GYP BD. W/BATT

INSULATION ONLY AT WALLS NEAR OR

ON AN EXTERIOR WALL. USE

MOLD/MOISTURE RESISTANT GYP.

BOARD ON WALLS LOCATED ON

EXTERIOR WALLS - SEE PLANS

4 7/8"

UNDERSIDE OF DECK

CONCRETE FLOOR SLAB

CONTINUOUS METAL

RUNNER CHANNEL

B

AE501

PARTITION TYPE 1 - 8" CMU - TWO

HOUR FIRE RATED WALL - UL #U905

UNDERSIDE OF DECK

CONCRETE FLOOR SLAB

PARTITION TYPE 1 - 8" CMU

PARTITION TYPE 1A - 6" CMU

CONTINUOUS STEEL ANGLE

FIRE SAFING, CONTINUOUS

SOLID GROUT

3 5/8" (20 GA.) METAL. STUDS

@ 16" O.C.

PARTITION TYPE 2

5/8" GYPSUM WALL BOARD,

TYPE 'X' - BOTH SIDES

3 5/8" (20 GA.) METAL. STUDS

@ 16" O.C.

ACOUSTIC BATT

INSULATION

ACOUSTIC BATT

INSULATION

A

AE501

PARTITION TYPE 2B

5/8" GYPSUM WALL BOARD,

ONE SIDE

PARTITION TYPE 2B

5/8" GYPSUM WALL BOARD,

TYPE 'X' - ONE SIDE ONLY:

EXTEND ASSEMBLY 6" ABOVE FINISHED

CEILING

6"

PARTITION TYPE 3 2-HOUR FIRE

RATED PARTITION PER UL DESIGN

#U419

NEW WALL BASE

SEALANT, CONTINUOUS AT BOTTOM OF GYP.

BOARD, BOTH SIDES

NEW FLOOR FINISH

6 1/8"

UNDERSIDE OF DECK

CONCRETE FLOOR SLAB

CONTINUOUS METAL

RUNNER CHANNEL

B

AE501

BASE

PLAN

HEAD

3 5/8" (20 GA.) METAL. STUDS

@ 16" O.C.

2-LAYERS

5/8" GYPSUM WALL BOARD,

TYPE 'X' - BOTH SIDES

3 5/8" (20 GA.) METAL. STUDS

@ 16" O.C.

ACOUSTIC BATT

INSULATION

ACOUSTIC BATT

INSULATION

SIMILAR

2B PARTITION TYPE 2B NON RATED

PARTITION TYPE 2A

5/8" GYPSUM WALL BOARD,

BOTH SIDES

1A PARTITION TYPE 1A - 6" CMU

PARTITION TYPE 1 - 8" CMU

PARTITION TYPE 1A - 6" CMU

PARTITION TYPE 1 - 8" CMU PARTITION TYPE 2 & 2A

PARTITION TYPE 4 1-HOUR FIRE

RATED PARTITION PER AER-09038

NEW WALL BASE

UNDERSIDE OF DECK

CONCRETE FLOOR SLAB

CONTINUOUS METAL

RUNNER 'J' CHANNEL

C

AE501

1-LAYER

5/8" GYPSUM WALL BOARD,

TYPE 'X'

ACOUSTIC BATT

INSULATION

ACOUSTIC BATT

INSULATION

SHAFT SIDE ROOM SIDE

SHAFT SIDE

ROOM SIDE

4" (18 GA.) CH METAL. STUDS

@ 24" O.C.

1" GYP. BOARD SHAFTWALL

PANEL

1" GYP. BOARD SHAFTWALL

PANEL

1" GYP. BOARD SHAFTWALL

PANEL

PROVIDE HORIZONTAL

BRIDGING EVERY 4'-0"

VERTICALLY, MAX

PROVIDE HORIZONTAL

BRIDGING EVERY 4'-0"

VERTICALLY, MAX

PROVIDE HORIZONTAL

BRIDGING EVERY 4'-0"

VERTICALLY, MAX

1-LAYER

5/8" GYPSUM WALL BOARD,

TYPE 'X'

4" (18 GA.) CH METAL. STUDS

@ 24" O.C.

BOTTOM FLUTE OF DECK

MIN. 1/4" THICK FIRESTOP

SEALANT CONTINUOUS

EACH SIDE

FILL ALL VOIDS AT MTL. DECK

WITH FIRE SAFING

INSULATION (4lb DENSITY)DEEP SLOTTED TOP RUNNER

TRACK TO ALLOW FOR MOVEMENT

S12 FASTENER WITH STAND-OFF

WASHERS AT 8" - 12" O.C. AT SLOT

IN TRACK

TOP OF STUD REFER TO PARTITION

TYPE # FOR WALL

ASSEMBLY

CONSTRUCTION

TOP FLUTE OF DECK

M A

X

UL #HW-D-0034: ONE & TWO HOUR FIRE RATING

1 & 2 HOUR FIRE RATED FIRE RATED WALL

NOTE: CUT GYP BD TO FIT PROFILE OF STRUCTURAL ELEMENTS (INCLUDING BUT

NOT LIMITED TO BEAMS & COLUMNS) AND ANY PIPES THRU THE WALL. FORM

COMPRESSION SEAL BY INSTALLING 1/4" MIN THICK FIRE RESISTANT NEOPRENE

(ARMAFLEX OR EQUAL)

/4

FILL ALL VOIDS AT MTL. DECK

WITH FIRE SAFING

INSULATION (4lb DENSITY)

2 HOUR FIRE RATED FIRE RATED WALL

UNDERSIDE OF DECK

4x4x3/8

CONTINUOUS STEEL ANGLES,

BOTH SIDES, SECURELY ATTACH TO

DECK ONLY.

SOLID GROUT

PARTITION TYPE 1,

8" CMU

CONTINUOUS FIRE SEALANT,

TYPICAL BOTH SIDES

1/

4"

BOTTOM FLUTE OF DECK

FILL ALL VOIDS AT MTL. DECK

WITH FIRE SAFING INSULATION (4lb

DENSITY)

TOP FLUTE OF DECK

UL #HW-D-0372: ONE & TWO HOUR FIRE RATING

1 HOUR FIRE RATED SHAFT WALL

NOTE: CUT GYP BD TO FIT PROFILE OF STRUCTURAL ELEMENTS (INCLUDING BUT NOT LIMITED TO BEAMS & COLUMNS) AND ANY PIPES THRU THE WALL. FORM COMPRESSION SEAL BY INSTALLING 1/4"

MIN THICK FIRE RESISTANT NEOPRENE (ARMAFLEX OR EQUAL)

3/ 8"

3" 1"

1/ 8"

M A

X G

A P

5/ 8"

CONTINUOUS FIRE CAULK

1" FIRE SAFING INSULATION (4lb

DENSITY)

1" SHAFT WALL LINER

PANEL, CUT 1" SHORT OF

J RUNNER TRACK

1" SHAFT WALL LINER

PANEL, 6" STRIP, CUT TO

MATCH PROFILE OF DECK FLUTES

6"

J RUNNER TRACK, DEEP SLOTTED,

TO ALLOW FOR MOVEMENT

TOP OF VERTICAL

STUD

1-LAYER

5/8" GYPSUM WALL BOARD,

TYPE 'X'

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

B

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B O

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P a rk in g E x p a n s io n V

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A rc h

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P

M

AE 501

INTERIOR PARTITION TYPES &

DETAILS

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

3/4" = 1'-0"

1 PARTITION TYPES

3" = 1'-0" B

PARTITION HEAD DETAIL B - PARTITION TYPE 2 & 2A

3" = 1'-0"

A

PARTITION HEAD DETAIL A - FOR PARTITION TYPE 1 ONLY

0 1' 2' 4'

0 6" 1'3" 0 6" 1'3"

3" = 1'-0" C

PARTITION HEAD DETAIL C - PARTITION TYPE 4

0 6" 1'3"

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

ROOF NORTH

628' - 10 1/2"

Hx

NEW TPO ROOF MEMBRANE

WRAPPED OVER NEW

PARAPET

ROOF INSULATION

EXISTING CAST-IN-PLACE

CONCRETE FRAME

STRUCTURE

EXISTING CAST-IN-PLACE

CONCRETE ROOF

DECK

3" RIGID INSULATION

NEW PRE-FINISHED ALUMINUM COPING

BRICK VENEER

FIBER CANT

T/NORTH

PARAPET

631' - 6 1/2"

B2

MC

NEW 8" CMU PARAPET,

DOWELED W/ EPOXY TO EXISTING STRUCTURE

2'

9"

2X PT WOOD BLOCKING, TYPICAL

FIRST FLOOR

LEVEL

616' - 2 1/2"

B/DECK

VESTIBULE

614' - 8 1/2"

STONE VENEER

VAPOR BARRIER

PREFINISHED METAL

COPING

2X P.T. WOOD BLOCKING

METAL ROOF DECK W/

FIRE PROOFING

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING,

WRAP OVER PARAPET

AIR BARRIER

CONTINUOUS FIBER

CANT STRIP

BATT INSULATION,

MINIMUM R-19

GYP. BOARD EXTERIOR GRADE

SHEATHING ABOVE DECK

TSV

MC

6" METAL STUDS

STEEL BEAM W/FIRE PROOFING

EXTERIOR GRADE GYP. BOARD

SHEATHING

2'

/2

A

B/DECK

VESTIBULE

614' - 8 1/2"

STONE VENEER

2" RIGID POLYISO INSULATION

EXTERIOR GRADE GYP. BOARD

SHEATHING

6" 20 GA. METAL STUDS,

16" O.C.

VAPOR BARRIER

AIR BARRIER

CANOPY SUPPORT

CANOPY ATTACHMENT:

PLATE W/ TAB

(2)2x6 P.T. WOOD BLOCKING

3/8" X 8" SS LAG BOLTS

W/CRUSH TUBES

BATT INSULATION

STEEL BEAM W/

SPRAY FIRE PROOFING

HSS WITH SPRAY FIRE PROOFING

3 5/8" METAL STUD FRAMING AT 16" OC

3 5/8" METAL STUD RUNNER

6" METAL STUD RUNNER

FLASHING

BACKER ROD & SEALANT, CONTINUOUS

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD

SEALANT, CONTINUOUS

SELF ADHERED FLASHING

MEMBRANE SURROUNDING EACH OPENING, TYPICAL

ALUMINUM STOREFRONT SYSTEM

THERMALLY BROKEN

CORNER BEAD TYPICAL

J-BEAD TYPICAL

A

2" RIGID POLYISO INSULATION

WRAPPED WITH PREFINISHED

SHEET METAL

3/4" EXTERIOR GRADE PLYWOOD

SHEATHING

VAPOR BARRIER

AIR BARRIER

CANOPY

3/8" X 8" SS LAG BOLTS

W/CRUSH TUBES

HHS 12x4x3/8 WITH

SPRAY APPLIED FIRE PROOFING

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD, PAINTED

ALUMINUM STOREFRONT

ALUMINUM STOREFRONT

PREFINISHED METAL FLASHING

SET IN SEALANT, WITH DRIP EDGE

PREFINISHED METAL FLASHING

SET IN SEALANT, WITH DRIP EDGE

3 5/8"

1 1/4" EXTERIOR GRADE PLYWOOD

BLOCKING. ATTACH TO METAL STUDS AT EACH END

WITH 18 GA. METAL RIGID WALL BACKING

CLIPS , 'BACKIT' OR APPROVED EQUAL

BACKER ROD AND SEALANT, CONTINUOUS

INTERIOR & EXTERIOR

3 5/8" METAL STUD FRAMING AT 16" OC,

WITH RUNNERS TOP &

BOTTOM

SEALANT, CONTINUOUS

SEALANT, CONTINUOUS

SELF ADHERED FLASHING

MEMBRANE SURROUNDING EACH OPENING, TYPICAL

SELF ADHERED SILL FLASHING MEMBRANE

WITH END DAMS AT EACH OPENING, TYPICAL

ALUMINUM SILL PAN

WITH END DAMS.

APPLY BED OF SEALANT

AT BACK OF SILL PAN

BACKER ROD AND SEALANT, CONTINUOUS

INTERIOR & EXTERIOR

CORNER BEAD TYPICAL

J-BEAD TYPICAL

CORNER BEAD TYPICAL

J-BEAD TYPICAL

SYMBOLS LEGEND SECTIONS

EXISTING CONSTRUCTION TO REMAIN

Room name

KEYNOTEX

ROOM NAME/NUMBER

0X

CENTERLINE

1i PARTITION TAG

Name Elevation

FLOOR/LEVEL ELEVATION

NEW COLUMN

GRID LINE

EXISTING COLUMN

GRID LINE

DOOR TAG - SEE SHEET

AE 601 DOOR SCHEDULE

FOR MORE INFORMATION

A

WINDOW/STOREFRONT

TAG - SEE SHEET AE 602

FOR MORE INFORMATION

NOTE: SEE SHEET GI 003 FOR COMPLETE LIST OF SYMBOLS & ABBREVIATIONS

FINISH TAG: SEE SHEET AI 601, FINISH

PLANS & FINISH SCHEDULE DETAILED

FINISHES INFORMATION

SS1

MC EXTERIOR FINISH KEYNOTE

FIRST FLOOR

LEVEL

616' - 2 1/2"

LxB

B/DECK

VESTIBULE

614' - 8 1/2"

8" CMU WALL

CAST-IN-PLACE CONCRETE WALL

CONCRETE & STEEL COMPOSITE

FLOOR

METAL COPING

BEYOND

MC

B2

METAL ROOF DECK

WITH SPRAY APPLIED

FIRE PROOFING

RIGID POLYISO ROOF INSULATION,

TAPERED

TPO MEMBRANE ROOFING,

WRAP OVER WALL

CONTINUOUS FIBER

CANT STRIP

GYP. BOARD EXTERIOR GRADE

SHEATHING ABOVE DECK

3 5/8" METAL STUDS AT 16" OC

PREFINISHED METAL FLASHING

Lobby

North Vestibule

BATT INSULATION

BASEMENT LEVEL

601' - 8 1/2"

PREFINISHED METAL FLASHING

FLASHING

CONTINUOUS SILL SEAL

UNDER RUNNER

TILE WALL BASE

FLOOR TILE

5" CONCRETE

SLAB-ON-GRADE

COMPACTED GRANULAR

FILL, 4" MINIMUM DEPTH

6 MIL. VAPOR BARRIER,

TURN UP AT SLAB EDGES

1/2" COMPRESSIBLE FILLER,

CONTINUOUS

PREFINISHED METAL INSULATION SHIELD

2" RIGID INSULATION

TSV

GYP. BOARD EXTERIOR GRADE

SHEATHING

6" 20 GA. METAL STUDS,

16" O.C.

VAPOR BARRIER

AIR BARRIER

BATT INSULATION,

MINIMUM R-19

5/8" MOLD/MOISTURE RESISTANT

GYP. BOARD

6" METAL RUNNER,

TOP & BOTTOM

ALUMINUM STOREFRONT

SYSTEM

BACKER ROD & SEALANT,

BOTH SIDES

SEALANT, CONTINUOUS

ALUMINUM SILL PAN

WITH END DAMS.

APPLY BED OF SEALANT

AT BACK OF SILL PAN

APPLY MEMBRANE FLASHING

INTO ROUGH OPENING ALIGN WITH

JAMB FLASHING ABOVE

LAP OVER AIR BARRIER

4"

CORNER BEAD TYPICAL

SEALANT AT BASE OF GYP. BOARD

SEALANT AT BASE OF SHEATHING

FIRST FLOOR

LEVEL

616' - 2 1/2"

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B2 THIN BRICK

MIN. 1" WEEPS AT

24" OC MAX.

3" RIGID INSULATION

STARTER ANGLE FASTENED

TO SUBSTRATE

FLUID APPLIED AIR

BARRIER

WRAP LAYER OF SELF-ADHERED

FLASHING OVER ANGLE

FLUID APPLIED AIR BARRIER

MASONRY VENEER SYSTEM

TSV

3 1/2" RIGID INSULATION

BACKER ROD & SEALANT

SUPPORT ANGLE

8" CMU

EXISTING CAST-IN-PLACE CONCRETE

STRUCTURE

CS1

6" 2 3/

4" B2

THIN STONE VENEER

5/8" MOLD/MOISTURE

RESISTANT TYPE X

GYP. BOARD

5/8" EXTERIOR GRADE

TYPE X GYP. BOARD

SHEATHING

FLUID APPLIED AIR

BARRIER

6" METAL STUDS AT

16" OC

TSV

THIN BRICK

FLUID APPLIED AIR BARRIER

MORTAR SCRATCH COAT

WITH CORROSION RESISTANT

METAL LATH

MORTAR SETTING BED

2" RIGID INSULATION,

MECHANICALLY FASTENED

THIN STONE VENEER TSV

FLUID APPLIED AIR BARRIER

MORTAR SCRATCH COAT

WITH CORROSION RESISTANT

METAL LATH

MORTAR SETTING BED

3 1/2" RIGID INSULATION,

MECHANICALLY FASTENED

EXISTING CAST-IN-PLACE

CONCRETE FOUNDATION WALL

5/8" MOLD/MOISTURE

RESISTANT TYPE X

GYP. BOARD

5/8" EXTERIOR GRADE

TYPE X GYP. BOARD

SHEATHING

6" METAL STUDS AT

16" OC

FLUID APPLIED AIR BARRIER

3" RIGID INSULATION,

MECHANICALLY FASTENED

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B2THIN BRICK

8" CMU

3" RIGID INSULATION,

MECHANICALLY FASTENED

THIN BRICK SUPPORT

PANEL WITH INTEGRAL

WATER/AIRFLOW CHANNELS

B A

S E

M E

N T

L E

V E

L F

IR

S

T F

L O

O R

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NEW NORTH VESTIBULE WALLSNORTH CBOC WALLS

NORTH CBOC WALLS

NORTH ROOF ACCESS STAIR ENCLOSURE WALLS

SUMMARY OF NEW EXTERIOR WALLS

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic 1201 Eagle Street Joliet, Illinois 60432

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA JOLIET CBOC

JOLIET, ILLINOIS

578-371 36C25219D0020

© 2020 Virtual Energy Solutions, INC.

10/11/2023

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DETAILS - EXTERIOR

PARKING EXPANSION AT

JOLIET CBOC

GCGIDGID

1 1/2" = 1'-0"

WALL DETAIL - NEW PARAPET AT NORTH WALL

1 1/2" = 1'-0"

WALL DETAIL - PARAPET AT NORTH VESTIBULE

0 1' 2'6"

0 1' 2'6"

1 1/2" = 1'-0"

2 CANOPY ATTACHEMENT DETAIL AT WALL - UPPER PORTION

0 1' 2'6"

1 1/2" = 1'-0"

3 CANOPY ATTACHEMENT DETAIL AT WALL - LOWER PORTION

0 1' 2'6"

1 1/2" = 1'-0"

DETAIL SECTION AT NEW NORTH VESTIBULE & NORTH WALL

0 1' 2'6"

1 1/2" = 1'-0"

5 DETAIL SECTION - NORTH VESTIBULE STOREFRONT BASE

0 1' 2'6" 0 1' 2'6"

3" = 1'-0"

8 DETAIL SECTION - AT NORTH WALL TRANSITION

1 1/2" = 1'-0"

7 EXTERIOR WALL TYPES NEW

Revisions Date

ISSUED FOR 30% SD 10/07/2022

ISSUED FOR 60% DD 12/30/2022

ISSUED FOR 90% PRICING 02/02/2023

ISSUED FOR 90% CD 02/10/2023

ISSUED FOR 100% CD 03/07/2023

ISSUED FOR BID 03/24/2023

ISSUED FOR BID ADDENDUM 1 04/21/2023

1/2"1/2"

2"

PER PLAN

DOUBLE RUNNERS,

18 GAUGE MIN.

SEALANT CONT.

AT EACH SIDE

OF FRAME

DOUBLE STUDS,

16 GAUGE MIN.

CUT RUNNERS TO

FORM STRAPS - SECURELY

ATTACH TO BOTH SIDES &

TOP & BOTTOM AT

DOUBLE STUDS AT JAMB

RUNNERS, 18 GAUGE MIN.,

TOP & BOTTOM TO FORM

BOX BEAM

6" 16 GAUGE METAL

STUDS

KICKERS ANCHORED TO STRUCTURE

ABOVE, MINIMUM OF TWO PER OPENING

FASTEN RUNNERS TO

6" METAL STUDS AT

12" O.C. MAX.

FOR DOORS & OPENINGS GREATER THAN 36" WIDE

DOUBLE STUDS,

18 GAUGE MIN.

DOUBLE RUNNERS 18 GAUGE

MIN., FASTEN AT 12" O.C. MIN.

FOLD TOP RUNNER AT EACH END

& ATTACH TO JAMB STUD

FOR DOORS 36" WIDE OR LESS

2"

SPOT GROUT AT

ANCHORS

DOUBLE STUDS, 16 GAUGE MIN.

SEALANT, CONT.

AT EACH SIDE

OF FRAME

5/8" GYP. BOARD

H.M. FRAME

5 1/4" FACE OF WALL

1/2"

2"

PER PLAN

DOOR AS SCHEDULED

DOOR FRAME

BOX-FRAME AT

HEAD, SEE DETAIL

7 THIS SHEET

6" 18 GAUGE METAL

STUDS

METAL RUNNER

METAL RUNNERS,

TOP & BOTTOM

SEALANT CONT.

AT EACH SIDE OF FRAME

FRAME ANCHORS ABOVE

EACH HINGE REINFORCEMENT

DOUBLE STUDS,

18 GAUGE MIN.

DOUBLE RUNNERS, FASTEN

AT 12" O.C. MIN. SEE DETAIL 3

THIS SHEET

SECURELY

ANCHOR FRAME TO FLOOR

SLAB

TWO (2) STUDS AT HEAD, TYP.

ADDITIONAL FRAME ANCHOR

BELOW TOP HINGE REINFORCEMENT

FOR DOORS 36" WIDE OR LESS

FRAME ANCHORS

DOUBLE STUDS,

16 GAUGE MIN.

BOX BEAM: (2) 16 GAUGE METAL STUDS

WITH METAL RUNNERS TOP &

BOTTOM, SEE DETAIL 7 THIS SHEET

SECURELY

ANCHOR FRAME TO FLOOR

SLAB

METAL STUDS AT HEAD,

3 MINIMUM EQUALLY SPACED, TYP.

ADDITIONAL FRAME ANCHOR

BELOW TOP HINGE REINFORCEMENT

FOR DOORS GREATER THAN 36" WIDE

A B

DOOR TYPES

TEMPERED

GLASS

LITE

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED

AUTOMATIC BI-FOLDING DOOR

ALUMINUM WITH CLEAR LAMINATED

SECURITY GLAZING AND ALUMINUM

FRAME

C

SOLID CORE STAIN GRADE

WOOD WITH HOLLOW METAL

FRAME, PAINTED

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED

D

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED

E

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED

F

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED, WITH

LAMINATED SECURITY

GLAZING

G

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

PAINTED

S1

TEMPERED

GLASS

LITES

ABA COMPLIANT

BOTTOM RAIL

GD

HOLLOW METAL DOOR WITH

HOLLOW METAL FRAME,

DOUBLE EGRESS, PAINTED

TEMPERED

GLASS

LITES

T T

T T T T T T

T T T T

MOP PLATE ON PULL SIDE

KICK PLATE ON PUSH SIDE

T=TEMPERED GLASS

KICK PLATES ON PUSH SIDE

MOP PLATE ON PULL SIDE

KICK PLATE ON PUSH SIDE

DOOR / HARDWARE GENERAL NOTES

1. ALL HARDWARE IS TO CONFORM TO THE REQUIREMENTS OF

THE AMERICANS WITH DISABILITIES ACT, LOCAL ACCESSIBILITY

STANDARDS, VA, ABA, AND ANSI A117.1.

2. ALL HARDWARE IS TO COMPLY WITH IBC REQUIREMENTS

3. INTERIOR FLOOR TRANSITION STRIPS TO BE PROVIDED BY

FLOORING CONTRACTOR (SEE FINISH PLAN)

4. ALL WOOD DOORS TO BE 1 3/4"

5. ALL MEANS OF EGRESS DOORS TO BE KEYLESS IN THE

DIRECTION OF TRAVEL AND BE OPERABLE WITHOUT THE ANY

SPECIAL KNOWLEDGE OR TOOLS.

6. EXTERIOR ENTRY THRESHOLD TO BE A MAXIMUM OF 1/2" HIGH,

ACCESSIBLE THRESHOLDS.

7. INTERIOR THRESHOLDS, IF INDICATED, SHALL BE PROVIDED BY

FLOORING CONTRACTOR

8. ALL FRAMES SHALL BE 16 GAUGE WELDED HOLLOW METAL

FRAMES.

9. WHERE LOCK SETS ARE CALLED FOR, PROVIDE 2 KEYS PER

LOCK AND 2 MASTER KEYS TO OPEN ALL LOCKS. CORES SHALL

BE SCHLAGE COMPATIBLE.

10. ALL INTERIOR DOORS AS INDICATED TO HAVE LEVER-TYPE

DOOR HANDLES.

11. ALL DOORS WITH CLOSERS SHALL MEET MAXIMUM OPERATING

FORCE REQUIREMENTS:

EXTERIOR DOORS = 8.5 lbs MAX.

INTERIOR DOORS = 5 lbs MAX.

11a. ALL DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN

OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE

THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5

SECONDS MINIMUM.

12. KNURLED HARDWARE SHALL BE PROVIDED ON DOORS INTO

HAZARDOUS ROOMS.

13. DOOR HARDWARE SHALL BE CAPABLE OF BEING OPERATED

WITH THE USE OF ONE (1) HAND AND SHALL NOT REQUIRE TIGHT

PINCHING, TIGHT GRASPING OR TWISTING OF THE WRIST TO

OPERATE. THUMB-TURN DEADBOLTS ARE PROHIBITED; LEVER

OR PADDLE DEADBOLT RELEASES ARE ACCEPTABLE.

14. G.C. TO REPLACE/RE-KEY ALL EXTERIOR DOORS AT END OF

PROJECT. COORDINATE WITH COR.

15. G.C. TO VERIFY ALL HARDWARE OPERATION WITH COR PRIOR TO

ORDERING.

444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Joliet Community Based Outpatient Clinic…