36E77619B0020-0006002.pdf

DN

RAMP UP RAMP DOWN

RAMP DOWN RAMP UP

(NO WORK ANTICIPATED ON FIRST FLOOR)

A101

RAMP UP RAMP DOWN

RAMP DOWN RAMP UP

(NO WORK REQUIRED ON SECOND LEVEL OF ORIGINAL PARKING GARAGE)

RAMP UP RAMP DOWN

RAMP DOWN RAMP UP

A101

A503

RAMP DOWN

RAMP DOWN

LI

N

E A

R F

E E

T

STAIR A

3 3 3 3 3 3 3

A104

17 16

19 18 19

19 18 19

EXISTING BEAM

CONCRETE PIT FLOOR

CMU WALL

SECTIONELEVATION

3/4" DIAMETER STEEL RUNGS @ 12" OC

2" x 3/8" STEEL RAILS

2" x 3/8" BENT STEEL PLATE, WELD TO

LADDER, BOLT TO WALL, SPACE AT 48"

OC MAXIMUN

FIRST FLOOR LEVEL

ELEVATOR PIT FLOOR

4' -0

4'

-0

T Y

P 1'

-0

6" MIN.

1' - 6"

CONCRETE WALL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

PVE ENGINEERING, LCC.

Waterfront Corporate Park III, Suite 101

2000 Georgetowne Drive, Sewickley, PA 15143

Phone: 724-444-1100

Email: info@pve-llc.com

AE Works, LTD.

209 Sandusky Street

Pittsburgh, PA 15212

Phone: 412-287-7333 www.ae-works.com

A101

NEW WORK KEY PLANS EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

541-378

05/24/19 FS AD

100% BID SET

1/32" = 1'-0"

LEVEL 1 - OVERALL NEW WORK PLAN

1/32" = 1'-0"

LEVEL 2 - OVERALL NEW WORK PLAN

1/32" = 1'-0"

LEVEL 3 - OVERALL NEW WORK PLAN

1/32" = 1'-0"

LEVEL 4 - OVERALL NEW WORK PLAN

NEW WORK KEYNOTES

Keynote Number Description

11 NEW FLOOR DRAIN. REFER TO MECHANICAL DRAWINGS. TOP OF DRAIN ELEVATION @ 701'-4"

12 SLOPE TOP OF SLAB UP 2" IN ELEVATION TO PERIMETER WALL. REFER TO STRUCTURAL

DRAWINGS.

13 4" EXPANSION JOINT BETWEEN EXISTING AND NEW TIER SLAB. PROVIDE CONTINUOUS

PREFORMED EXPANSION JOINT SYSTEM.

14 PROVIDE NEW PIT LADDER IN EXISTING WALL RECESS. SEE DETAIL ON THIS SHEET.

15 INFILL EXISTING PISTON BORING WITH SAND. CAP OPENING WITH CONCRETE TO MATCH

THICKNESS OF EXISTING PIT SLAB.

16 INSTALL NEW ELEVATOR EQUIPMENT IN EXISTING MACHINE ROOM

17 PROVIDE NEW ELEVATOR RAILS AT EACH SIDE OF SHAFT. COORDINATE RAIL REQUIREMENTS

WITH ELEVATOR MANUFACTURER.

18 PROVIDE NEW 42" ELEVATOR DOOR, JAMBS, AND SILL. COORDINATE EXACT LOCATION WITH

ELEVATOR MANUFACTURER.

19 PROVIDE NEW LINTEL AT ELEVATOR DOOR OPENING. REFER TO STRUCTURAL DRAWINGS.

INFILL OPENING WITH NEW CMU AND BRICK VENEER ON EACH SIDE.

20 PROVIDE NEW PRECAST CONCRETE CAP AT EXISTING WALL LOCATIONS WHERE STEEL RAILING

HAS BEEN REMOVED. REFER TO DETAIL ON A412.

NEW WORK KEYNOTES

Keynote Number Description

1 PERFORATED METAL PANEL BOLTED TO FACE OF WIDE FLANGE STRUCTURAL FRAMING

ATTACHED TO OUTSIDE FACE OF CONCRETE PERIMETER WALLS, TYP. REFER TO DETAILS ON

SHEET A501

2 VINYL-CLAD, WELDED WIRE SECURITY FENCING BOLTED TO STEEL TUBE POSTS MOUNTED TO

INSIDE FACE OF CONCRETE PERIMETER WALLS, TYP. REFER TO DETAILS ON SHEET A503

3 STEEL FINIALS WITH LED STRIP LIGHTING RECESSED BETWEEN STEEL ANGLES. FINIALS TO BE

PAINTED 2 COLORS. REFER TO DETAILS ON SHEET A502

4 4" WIDE PAINTED LINE STRIPPING, TYPICAL

5 TOP OF CONCRETE COLUMN AT 705'-6". PROVIDE 31" H x 3" W MOLDED RUBBER CORNER GUARDS AT EACH COLUMN LOCATION - 2 EA. AT PERIMETER COLUMNS AND 4 EA. AT INTERIOR

COLUMNS, TYPICAL

6 TOP OF CONCRETE SHEAR WALL AT 705'-6". REFER TO STRUCTURAL DRAWINGS. PROVIDE

MOLDED RUBBER CORNER GUARDS AT EACH EXPOSED CORNER, TYP.

7 PROVIDE CANTILEVERED, DOUBLE-PANEL SWING GATE ATTACHED TO STEEL POSTS. INFILL

GATE PANELS WITH SECURITY FENCING, ATTACHED TO FACE OF FRAME.

8 PROVIDE NEW ELEVATOR CAB, CONTROLS, AND DOORS WITHIN EXISTING ELEVATOR SHAFT

9 INSTALL NEW TRACTION ELEVATOR EQUIPMENT IN EXISTING ELEVATOR MACHINE ROOM.

10 LOCATION OF VHA/VBA BUILDING AT NORTH WEST CORNER OF GARAGE. PROTECT FROM

DAMAGE DURING CONSTRUCTION.

1/4" = 1'-0"

PIT PLAN - NEW WORK

1/4" = 1'-0"

LEVEL 1 - NEW WORK

1/4" = 1'-0"

LEVEL 2 AND 3 - NEW WORK

NORTH

TRUE NORTH=

PROJECT

88.50°

1/2" = 1'-0"

PIT LADDER DETAL

# Revisions Date

1 ADDENDUM #1 01/10/2020

NOTE: INSTALLATION OF ANY EXTERIOR FEATURES THAT REQUIRES THE CLOSURE OF ADDITIONAL

PARKING SPACES SHALL BE CONDUCTED OFF-HOURS

NEW FOURTH FLOOR

702' - 4"

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR.

663' - 0"

23 22 21 20

19 18 17 16 15 14 13 12 11 9 8 7 6 5

ORIGINAL PARKING GARAGE 2010 ADDITION

SWING GATE LOCATION

CENTERED BETWEEN

COLUMNS - REFER TO

GATE DETAILS ON A503

RETURN SECURITY FENCING

ON BOTH SIDES OF RAMP

WALL BEYOND - REFER TO

DETAIL 7/A503

3' - 0"3' - 0"

GATE

10' - 4" 3"5' - 6"3"5' - 6"3"5' - 6"

TYPICAL SPACING ON RAMP

PORTION OF ELEVATION

RETURN VINYL CLAD, WELDED

WIRE SECURITY FENCING TO

EXISTING STAIR TOWER AT

EAST ELEVATION BEYOND

SWING GATE LOCATION

CENTERED BETWEEN

COLUMNS - REFER TO

GATE DETAILS ON A503

MAINTAIN CONSISTENT HEIGHT

OF 8'-6" FROM SLOPING FLOOR

LEVEL TO TOP OF FENCING

ALONG ENTIRE LENGTH OF

RAMP ON NORTH ELEVATION

SWING GATE LOCATION

CENTERED BETWEEN

COLUMNS - REFER TO GATE

DETAILS ON A503

GATE

10' - 4"3' - 2" 3' - 2"

3' - 2"

GATE

10' - 4" 3' - 2"

21' - 0"

SLOPE OF RAMP FLOOR

BEYOND

CONT VINYL CLAD, WELDED WIRE

SECURITY FENCING BOLTED TO

STEEL TUBE POSTS MOUNTED TO

INSIDE FACE OF EXISTING

CONCRETE WALL, TYP. ALONG

RAMP AT NORTH ELEVATION -

REFER TO DETAILS ON A503

MAINTAIN CONT FENCING

ENCLOSURE AROUND PERIMETER

COLUMN TO FACE OF EXISTING

STAIRWAY ENCLOSURE

NEW FOURTH FLOOR

702' - 4"

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR.

663' - 0"

4 23 1 n9 n8 n7 n6 n5 n4 n3 n2 n1

ORIGINAL PARKING GARAGE 2010 ADDITION

EXISTING

VHA/VBA

BUILDING

A F

F

A

F F

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

SWING GATE LOCATION,

REFER TO GATE

DETAILS ON A503

10' - 4" GATE 10' - 4" GATE4' - 4" 5' - 2" 5' - 2" 4' - 4" 5' - 2" 5' - 2"3' - 5" 3' - 5"4' - 0"4' - 0"

CONT. VINYL CLAD, WELDED WIRE

SECURITY FENCING BOLTED TO

STEEL TUBE POSTS MOUNTED TO

INSIDE FACE OF EXISTING

CONCRETE WALL, TYP. AT FOURTH

FLOOR NORTH ELEVATION - REFER

TO DETAILS ON A503

VINYL CLAD, WELDED WIRE SECURITY

FENCING BOLTED TO STEEL TUBE

POSTS MOUNTED TO INSIDE FACE OF

EXISTING CONCRETE WALL, TYP.

FENCING SHALL BE CONT. BETWEEN

EXISTING GARAGE COLUMNS ON THIRD

FLOOR - REFER TO DETAILS ON A503

EXTEND FENCING OVER PERIMETER

CONCRETE WALL AND ATTACH TO

PERFORATED PANEL SUPPORT TO

MAINTAIN CONTINUOUS

ENCLOSURE - REFER TO PLAN

DETAIL ON A503

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

PVE ENGINEERING, LCC.

Waterfront Corporate Park III, Suite 101

2000 Georgetowne Drive, Sewickley, PA 15143

Phone: 724-444-1100

Email: info@pve-llc.com

AE Works, LTD.

209 Sandusky Street

Pittsburgh, PA 15212

Phone: 412-287-7333 www.ae-works.com

A201

EXTERIOR ELEVATIONS - NORTH EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

541-378

05/24/19 RW AD

100% BID SET

3/32" = 1'-0"

NORTH ELEVATION - LEFT

3/32" = 1'-0"

NORTH ELEVATION - RIGHT

# Revisions Date

1 ADDENDUM #1 01/10/2020

NOTE: INSTALLATION OF ANY EXTERIOR FEATURES THAT REQUIRES THE CLOSURE

OF ADDITIONAL PARKING SPACES SHALL BE CONDUCTED OFF-HOURS

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR.

663' - 0" n9n8n7n6n5n4n3n2.6n2.4n2 n1

/2 A202

OUTLINE OF EXISTING STAIR

TOWER IN FOREGROUND

A402

NEW PERFORATED METAL PANELS BOLTED

TO OUTSIDE FACE OF WIDE FLANGE

STRUCTURE, TYP. AT SOUTH ELEVATION -

REFER TO DETAILS ON A501

2010 ADDITION

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"

3' - 3" 4' - 7"

A502

TOP OF STEEL

720' - 10"

STEEL FINIAL, WITH LED STRIP LIGHTING,

ATTACHED TO OUTSIDE FACE OF

CONCRETE COLUMN, TYP AT EACH

COLUMN LOCATION ON SOUTH

ELEVATION - REFER TO DETAILS ON A502

TYP.

3' - 3"

NEW WING WALL, WITH CAST

STONE PANELS, FROM

FASCIA TO GRADE BEYOND

NEW CAST STONE PANEL

FASCIA

TYPICAL PANEL SIZING ON

THIS PORTION OF THE SOUTH

ELEVATION

VINYL-CLAD, WELDED WIRE SECURITY

FENCING BOLTED TO INSIDE FACE OF

PERFORATED PANEL WIDE FLANGE

STRUCTURE, TYP AT EACH FINIAL / COLUMN

LOCATION - REFER TO DETAILS ON A502

NEW CURTAIN WALL

SYSTEM - MATCH EXISTING

CURTAIN WALL SIZE,

PROFILE, AND FINISH, TYP. 4' - 7" 4' - 7" 4' - 7" 4' - 7" 4' - 7"

T

Y P

T Y

P

T

Y P

NEW FOURTH FLOOR

702' - 4"

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR.

663' - 0"

232019181716151413121198765

/1 A202

STEEL FINIAL, WITH LED STRIP

LIGHTING, ATTACHED TO OUTSIDE

FACE OF CONCRETE COLUMN

TYP. AT EACH COLUMN LOCATION

ON SOUTH ELEVATION - REFER TO

DETAILS ON A502

EXISTING CANOPY

ORIGINAL PARKING GARAGE

21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0" 21' - 0"

4' - 4"4' - 4"4' - 4"

NEW PERFORATED METAL

PANELS BOLTED TO

OUTSIDE FACE OF WIDE

FLANGE STRUCTURE, TYP.

AT SOUTH ELEVATION -

REFER TO SHEET A501

EXISTING CANOPY

TENSION CABLES, TYP.

ALIGN HORIZONTAL PANEL

JOINT WITH EXISTING CANOPY

CABLE AND PLATE AT FACE OF

ELEVATION. NOTCH PANEL

AROUND PLATES, TYP AT 13

LOCATIONS

DASHED LINE INDICATES

EXISTING STAIR TOWER IN

FOREGROUND - NO WORK

WITH THIS AREA

A502

VINYL-CLAD, WELDED WIRE

SECURITY FENCING BOLTED TO

INSIDE FACE OF PERFORATED

PANEL WIDE FLANGE

STRUCTURE, TYP AT EACH FINIAL

/ COLUMN LOCATION - REFER TO

DETAILS ON A502

TYPICAL PANEL WIDTH

AT EACH BAY (4 PANELS

PER BAY) FROM

COLUMN LINES 5 TO 19

EXISTING CANOPY

TENSION CABLES, TYP.

EXISTING CANOPY

TENSION CABLES, TYP.

21' - 0"21' - 0"21' - 0"21' - 0" 21' - 0" 21' - 0" 21' - 0"

RETURN PERFORATED

PANEL SYSTEM TO FACE

OF EXIST STAIRWAY FOR

CONT ENCLOSURE

4' - 3"

P A

N E

L H

T

T Y

P

P A

N E

L H

T

T Y

P

2 1/4"2 1/4"

TYP

4' - 6"

TYP.

(4) 4' - 6 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

PVE ENGINEERING, LCC.

Waterfront Corporate Park III, Suite 101

2000 Georgetowne Drive, Sewickley, PA 15143

Phone: 724-444-1100

Email: info@pve-llc.com

AE Works, LTD.

209 Sandusky Street

Pittsburgh, PA 15212

Phone: 412-287-7333 www.ae-works.com

A202

EXTERIOR ELEVATIONS - SOUTH EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

541-378

05/24/19 PR AD

100% BID SET

3/32" = 1'-0"

SOUTH ELEVATION - LEFT

3/32" = 1'-0"

SOUTH ELEVATION - RIGHT

GROUND LEVEL VIEW

NORTH

TRUE NORTH=

PROJECT

88.50°

# Revisions Date

1 ADDENDUM #1 01/10/2020

NOTE: INSTALLATION OF ANY EXTERIOR FEATURES THAT REQUIRES THE CLOSURE OF

ADDITIONAL PARKING SPACES SHALL BE CONDUCTED OFF-HOURS

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR.

663' - 0"

J ABCDEFG

CONT VINYL CLAD WELDED WIRE SECURITY FENCING

BOLTED TO STEEL TUBE POSTS MOUNTED TO INSIDE

FACE OF EXISTING CONCRETE WALL, TYP. AT FOURTH

FLOOR EAST ELEVATION - REFER TO DETAILS ON A503

SWING GATE LOCATION,

REFER TO GATE

DETAILS ON A503

EXISTING ELEVATOR / STAIR

ENCLOSURE - NO WORK IN

THIS AREA

EXISTING STAIRWAY - NO

WORK IN THIS AREAA503

6' - 0" 6' - 0" 5' - 6" 5' - 6" 5' - 6" 6' - 0" 6' - 0" 6' - 0" 5' - 6" 5' - 6" 5' - 6" 6' - 0" 5' - 0"6' - 0" 5' - 0" 4' - 9"5' - 0"5' - 3"5' - 3"5' - 3"4' - 9"4' - 9"5' - 6"5' - 6"5' - 0"4' - 9" 4' - 9" 5' - 6" 5' - 6" 5' - 8"10' - 4" GATE 10' - 4" GATE

A F

F

A

F F

RETURN FENCING TO EXTERIOR

FACE OF EXISTING STAIRWAY, AT

THIRD AND FOURTH FLOORS, TO

MAINTAIN CONT ENCLOSURE.

REFER TO ELEVATION 1/A201

SWING GATE LOCATION,

REFER TO GATE

DETAILS ON A503

CONT VINYL CLAD WELDED WIRE SECURITY FENCING

BOLTED TO STEEL TUBE POSTS MOUNTED TO INSIDE

FACE OF EXISTING CONCRETE WALL, TYP. AT THIRD

FLOOR EAST ELEVATION - REFER TO DETAILS ON A503

RETURN FENCING TO EXTERIOR FACE OF EXISTING

STAIRWAY, AT THIRD AND FOURTH FLOORS, TO MAINTAIN

CONT. ENCLOSURE - REFER TO DETAIL ON A503

NEW FOURTH FLOOR

702' - 4"

EXISTING THIRD FLOOR

689' - 0"

EXISTING SECOND

FLOOR

676' - 0"

EXISTING FIRST FLOOR

654' - 0" nDnC.9nCnBnA

A403

NEW CAST STONE PANEL

FASCIA

EXTENTS OF

VHA/VBA BUILDING

STEEL FINIAL, WITH LED STRIP

LIGHTING, ATTACHED TO

OUTSIDE FACE OF CONCRETE

COLUMN, TYP. - REFER TO

DETAILS ON A502

4' - 4" 5' - 0"

P A

N E

L H

E

IG

H T

T

Y P

5' - 0" 5' - 0" 5' - 0" 4' - 4" 4' - 7" 4' - 7" 4' - 7" 4' - 7" 4' - 4" 4' - 9" 4' - 9" 4' - 9" 4' - 9" 4' - 8" 4' - 9" 4' - 9" 4' - 9" 4' - 9" 4' - 8" 4' - 8" 4' - 10" 4' - 8" 4' - 8"4' - 8"4' - 4" 4' - 8" 4' - 8" 4' - 8" 4' - 8"

TOP OF STEEL

720' - 10"NEW PERFORATED METAL IMAGE

PANELS BOLTED TO OUTSIDE FACE

OF WIDE FLANGE STRUCTURE,

TYP. AT WEST ELEVATION - REFER

TO DETAILS ON A501

EXTENTS OF PERFORATED IMAGE PANELS

E X

T E

N T

S O

F P

E R

F O

R A

T E

D I M

A G

E P

A N

E L S

NOTE: PROVIDE PERFORATED IMAGE

ON ALL WEST ELEVATION PANELS AS

PART OF BASE BID

PERFORATED IMAGE WILL BE

SELECTED BY VA COR

P A

N E

L H

E

IG

H T

T

Y P

P A

N E

L H

E

IG

H T

T

Y P

CONT VINYL-CLAD FENCING

BEYOND ATTACHED TO BACK

SIDE OF PANEL STRUCTURE -

REFER TO DETAIL ON A503

STEEL FINIAL, WITH LED STRIP

LIGHTING, ATTACHED TO

OUTSIDE FACE OF CONCRETE

COLUMN, TYP. - REFER TO

DETAILS ON A502

STEEL FINIAL, WITH LED STRIP

LIGHTING, ATTACHED TO

OUTSIDE FACE OF CONCRETE

COLUMN, TYP. - REFER TO

DETAILS ON A502

NEW CURTAIN WALL

SYSTEM - MATCH EXISTING

CURTAIN WALL SIZE,

PROFILE, AND FINISH, TYP.

NEW WING WALL, WITH CAST

STONE PANELS, FROM FASCIA

TO GRADE

VINYL-CLAD, WELDED WIRE SECURITY

FENCING BOLTED TO INSIDE FACE OF

PERFORATED PANEL WIDE FLANGE

STRUCTURE, TYP AT EACH FINIAL / COLUMN

LOCATION - REFER TO DETAILS ON A502

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

PVE ENGINEERING, LCC.

Waterfront Corporate Park III, Suite 101

2000 Georgetowne Drive, Sewickley, PA 15143

Phone: 724-444-1100

Email: info@pve-llc.com

AE Works, LTD.

209 Sandusky Street

Pittsburgh, PA 15212

Phone: 412-287-7333 www.ae-works.com

A203

EXTERIOR ELEVATIONS - EAST AND WEST EXPAND PATIENT PARKING

GARAGE

10701 EAST BOULEVARD, CLEVELAND, OH 44106

541-378

05/24/19 PR AD

100% BID SET

3/32" = 1'-0"

EAST ELEVATION

3/32" = 1'-0"

WEST ELEVATION

NORTH

TRUE NORTH=

PROJECT

88.50°

# Revisions Date

1 ADDENDUM #1 01/10/2020

NOTE: INSTALLATION OF ANY EXTERIOR FEATURES THAT REQUIRES THE CLOSURE

OF ADDITIONAL PARKING SPACES SHALL BE CONDUCTED OFF-HOURS