- pilsen -

2 1 0 0 S M O R G A N S T R E E T • C H I C A G O

COMPLETELY RENOVATED | IMMEDIATE OCCUPANCY

WELCOME TO PILSEN METROPOLIS in the heart of Pilsen! This property has been completely renovated and blends modern amenities with exposed brick and timber charm. Pilsen Metropolis is a blank canvas with open floor plans not yet demised. The space is perfect for any group looking to customize their next office space to their own needs.

BUILDING AMENITIES - A terrace lines the eastern edge of the building and a penthouse has been recently constructed on the rooftop, providing tenants with a place to relax and enjoy tremendous views of the Chicago skyline. Lo-Rez Brewery and Tap Room is located in the western section of the building, offering BYOF, board games, coffee and is dog friendly. A bike room is available to all tenants and located at the entrance on the north side of the building.

LOCATION – The property is conveniently located a half block from the bus stop at Morgan and Cermak for the 21 Bus. The pink line stops at 18th and Paulina, a quick walk to the property or the 18 Bus will drop you off at 18th and Carpenter. For tenants preferring to drive, the property is easily accessible via I-55, I-290 and I-90. The property provides 67 parking stalls in a lit, gated and paved parking lot.

NEIGHBORHOOD AMENITIES – 18th Street offers countless, and arguably, some of the best authentic Mexican eateries in Chicago and is just three blocks north of the property. Canton Regio, Taqueria Los Comales and Taqueria Sabor y Sazon (to name a few) are all minutes away on foot, and Dusek’s, Pl-zen and Steak & Egger are conveniently located if Taco Tuesday doesn’t excite you.

- personality and functionality in the iconic pilsen neighborhood -

- pilsen -

2 1 0 0 S M O R G A N S T R E E T • C H I C A G O

SITE

SITE LOCATION MAP

OWNER ARCHITECT STRUCTURAL ENGINEER

PLUMBING ENGINEER CIVIL ENGINEER LANDSCAPE ARCHITECT

FITZGERALD ASSOCIATES ARCHITECTS912 W. LAKE ST.CHICAGO IL 60607312-563-9100www.fitzgeraldassociates.net

Pilsen Metropolis LLC2101 S CARPENTER ST.CHICAGO IL 60608

STRUCTURAL RESOURCES, INC3110 WOODCREEK DRDOWNERS GROVE, IL 60515312-767-6403

PRAIRIE PBLUMBING CONTACTORS975 N. MAIN ST.GLEN ELLYN, IL 60137630-858-1650

x BALANCED ENVIRONMENTS INC111 W JACKSONSUITE 1700CHICAGO, IL 60604312-702-8611

STRUCTURAL ENGINEER OF RECORD STATEMENT

LANDSCAPE ARCHITECT OF RECORD STATEMENT

ARCHITECT OF RECORD STATEMENT

THESE PLANS HAVE BEEN PREPARED UNDER MY SUPERVISION AND ARE, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, IN ACCORDANCE WITH THE [applicable code].

SIGNED:

DATE:

EXPIRES:

PLUMBING ENGINEER OF RECORD STATEMENTI CERTIFY THAT THESE DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRMENTS BY THE CITY OF CHICAGO BUILDING CODE.

ELECTRICAL ENGINEER OF RECORD STATEMENT

MECHANICAL ENGINEER OF RECORD STATEMENT

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRMENTS BY THE CITY OF CHICAGO BUILDING CODE.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRMENTS BY THE CITY OF CHICAGO BUILDING CODE.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRMENTS BY THE CITY OF CHICAGO BUILDING CODE.

I CERTIFY THAT THESE DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND CONTROL AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH THE REQUIRMENTS BY THE CITY OF CHICAGO BUILDING CODE.

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FAA Project Number

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Pilsen Metropolis2101 S CarpenterChicago IL 60608

18055

CODE MATRIX - CHICAGOITEM ISSUE CHAPTER/ARTICLE

ORDINANCEREQUIREMENT ACTUAL REQUIREMENT

LOCATION/SHEETNO. AGENCY/TEST NO. REMARKS

PART 1 - ZONINGREQUIREMENTS1.01 ZONING DISTRICT 17-3-0107 C3-2 C3-2 NO CHANGE TO EXISTING1.03 MAXIMUM FLOOR AREA RATIO 17-3-0403 2.2 1.64 NO CHANGE TO EXISTING1.05 BUILDING HEIGHT 17-3-0408 50'-0" MAX 50'-0" FIRST FLOOR COMMERCIAL IN BUILDING1.06 MINIMUM YARDS 17-3-0405 NOT REQUIRED EXISTING DOES NOT ABUT R-ZONED PROPERTY1.08 OFF STREET LOADING 17-10-1100 2 REQUIRED 2 PROVIDED 1 PER 100,000 SF OR PORTION THEREOF NO CHANGE TO EXISTING1.09 OFF STREET PARKING 17-10-0207-L NOT REQUIRED 0 0 PER 17-10-0101.2 - EXISTING BUILDING IN LAWFUL USE

DOES NOT INCREASE THE REQUIRED SPACES BY MORETHAN 125% OF CURRENT OCCUPANCY REQUIREMENTS

1.10 LANDSCAPING 17-11 TRASH SCREENINGREQUIRED

TRASH SCREENINGPROVIDED

6'-0" MASONRY WALLS PLANTED WITH VINES & OPAQUE LOCKABLE GATE AS0-00

PART 2 - BUILDINGREQUIREMENTS2.01 OCCUPANCY CLASSIFICATION(S) 3(13-56) E: Business E: Business NO CHANGE TO EXISTING2.02 (A) HEIGHT LIMITATIONS TABLE 5 (13-48-080) 6 stories/80 feet 3 stories/50 feet THIRD LEVEL ADDED

(B) AREA LIMITATIONS TABLE 5 (13-48-080) 54,680 SF 52,370 SF III-A = 10,000 SF; WITH A 36.7% FRONTAGE INCREASE; 100% SPRINKLERINCREASE

2.03 TYPES OF CONSTRUCTION 6(13-60) III-A III-A NO CHANGE TO EXISTING2.04 MIXED OCCUPANCY SEPARATIONS 3(13-56-280) N/A2.05 REQ. HRS. OF FIRE RESISTANCE 6(13-60-100)

EXTERIOR BEARING WALLS TABLE 6(13-60-100) 3 HRS 3 HRS NO CHANGE TO EXISTINGEXTERIOR NONBEARING WALLS TABLE 6(13-60-100) N/AINTERIOR BEARING WALLS TABLE 6(13-60-100) 3 HRS 3 HRSINTERIOR NONBEARING WALLS TABLE 6(13-60-100) See below: 2.10 See below: 2.10COLUMNS TABLE 6(13-60-100) 4 HRS 4 HRSCOLUMNS SUPPORTING ROOFS ONLY TABLE 6(13-60-100) 8" 10"BEAMS TABLE 6(13-60-100) 6" 10" MIN = 4" x 6"BEAMS SUPPORTING ROOFS ONLY TABLE 6(13-60-100)FLOOR CONSTRUCTION TABLE 6(13-60-100) 6" x 10" 8" x 12"ROOF CONSTRUCTION TABLE 6(13-60-100) 1 HR 1 HR 1-HR ABOVE 14' AND 0-HRS ABOVE 20'

2.06 ELEVATOR FRAMING 6(13-60-130) NOT REQUIRED NOT REQUIRED2.07 MEZZANINE FLOORS 6(13-60-160) N/A2.08 BASEMENT CONSTRUCTION 6(13-60-170) N/A2.09 DRIVEWAYS AND LOADING SPACES 6(13-60-210) N/A LOADING SPACE DOES NOT EXTEND INTO BUILDING,

BUT US LIMITED TO THE EXTERIOR OF THE BUILDING2.10 FIRE - RESISTIVE REQUIREMENTS 7(15-8)

(A) FIRE WALLS - CONSTRUCTION 7(15-8-010) 4 HR 4 HRS(B) PARAPETS 7(15-8-100) 36" 36"(C) STAIRWAY ENCLOSURES 7(15-8-140) 1 HR 1 HR(D) ELEVATOR ENCLOSURES 7(15-8-150) 2 HRS 2 HRS(E) ESCALATOR ENCLOSURES 7(15-8-190) N/A(F) ENCLOSURES OF WELLS AND CHUTES 7(15-8-170) 1 HR 1 HR(G) OTHER ENCLOSURES 7(15-8-240) 1 HR 1 HR PUBLIC CORRIDORS: NOT LESS THAN 1HR(H) INTERIOR WALL AND CEILING FINISHES 7(15-8-380) CLASS 2:

WALLS/CEILINGS;CLASS B: FLOORS

CLASS 2:WALLS/CEILINGS; CLASSB: FLOORS

(I) STORAGE ROOMS OVER 100 SF 7(15-8-240)(b) 2 HRS 2 HRS2.11 FIRE-RESISTIVE MATERIALS AND

CONSTRUCTION7(15-12)

2.12 ACCEPTED ENGINEERING PRACTICE 7(15-12-050) ASA, ASTM, NBFU ASA, ASTM, NBFURECOGNIZED AGENCIES NBS, NFPA, UL NBS, NFPA, UL

2.13 FIRE PROTECTION EQUIPMENT 9(15-16)A) SPRINKLER SYSTEMS 9(15-16-010) REQUIRED PROVIDEDB) SPECIAL REQUIREMENTS 9(15-16-030) N/A

PART 3 - EXITREQUIREMENTS3.01 TYPES OF EXITS 10(13-160-030) VERTICAL VERTICAL3.02 MINIMUM NUMBER OF EXITS 10(13-160-050) 2 PER FLOOR 2 PER FLOOR <=50 OCC = 1 EXIT; 51-300 OCC – 2 EXITS

OTHER OCC. REQ. 2 EXITS, EXCEPT 1 EXIT FOR:ROOM OR SPACE WITH <=50 OCC AND AREA <= 1,200 SF; ORE, F, AND H-3 <= 4,000 SF IF MAX. TRAVEL DISTANCE = 75’ OR 115’ W/SPRINKLERS; ORSTORAGE SPACE <= 2,000 SF.

A) TRAVEL DISTANCE INCREASE 10(13-160-050) SEE BELOW: 3.033.03 TRAVEL DISTANCE TO EXITS 10(13-160-110)

A) INCREASE PERMITTED 10(13-160-150) 225' 225' 50% INCREASE OF TRAVEL DISTANCE MAXB) DEAD END CORRIDOR 10(13-160-160) 112' 108'

3.04 CAPACITY OF EXITS 10(13-160-210) Stairs: 40 PER 22” U.E.W.; Doors, Exteriors, and Horizontal Exits, ExitConnections: 60 PER 22” U.E.W.. Increase with sprinklers to 60 and 90 U.E.W..Stair width based on largest floor occ. Load. Stairs shall not decrease in width inthe direction of travel. Ground floor exit with equals stair width plus ground floorexit width.

3.05 MINIMUM WIDTH OF EXITS 10(13-160-220) DOOR:36" & STAIR:44" DOOR(S): 36" & STAIR: 44"3.06 SWING OF EXIT DOORS 10(13-160-250) DIRECTION OF EXIT

TRAVELDIRECTION OF EXITTRAVEL

3.07 HARDWARE 10(13-160-260) KNURLED HARDWARE KNURLED HARDWARE AT HAZARDOUS LOCATIONS ONLY3.08 REVOLVING DOORS 10(13-160-270) N/A3.09 LANDINGS 10(13-160-310) 12' 8' 6"3.10 HANDRAILS 10(13-160-320) REQUIRED PROVIDED HANDRAILS ON BOTH SIDE; ENDS RETURN TO WALL, POST, GUARD, OR

FLOOR3.11 CONSTRUCTION 10(13-160-330) NON-COMBUSTIBLE

MATERIALSNON-COMBUSTIBLEMATERIALS

3.12 ENCLOSURES 10(13-160-340) 1 HR 1 HR3.13 HEAD ROOM 1-(13-160-350) 7' 7'10"

AVAILABLE SIZE 61,127 SF1st Floor - 28,364 SF2nd Floor - 32,763 SF

AMENITIES Entire building sandblasted to the original timber and brick finish

New patio on the east side of building

New flooring (both floors)

New 120 SF penthouse

Bike room, new elevator

New ADA compliant bathrooms

New card reader security system

Fiber optic with dedicated curcuit available

LOADING 1 dock

PARKING 67 stalls (1.1:1000)

POWER New electrical service

CEILING HEIGHT 16’ clear

- project details -

- proposed first floor -

- proposed second floor -

UP

DN

DN

DN

AA

A

UP

UP

N

GYPSUM BOARD WALL

CMU WALL

CONCRETE WALL

PLAN NOTES

KEYNOTES

LEGEND

A

B

C

30" x 48" CLEAR FLOOR SPACE

60" CIRCULAR TURNING SPACE

60" x 60" T-SHAPED TURNING SPACE

1. SEE STRUCTURAL PLANS FOR DIMENSIONS OFVERTICAL STRUCTURAL ELEMENTS.

2. LAY OUT ALL BEARING WALLS, IF ANY, CORRIDORAND DEMISING WALLS PRIOR TO LAYING OUT OTHER INTERIOR PARTITIONS.

3. CONCRETE SLAB TO BE POURED ON TOP OFEXISTING FIRST FLOOR SLAB SO ELEVATION MATCHESD 0' - 0" AT ENTRANCE.

4. NEW 2" LIGHTWEIGHT TOPPING COMPOUND TO BEPOURED ON TOP OF EXISTING FLOORING THROUGHOUT THE SECOND FLOOR.

OFFICE

5,335 SFC103

OFFICE

6,776 SFC102

5,595 SFC101

OFFICE

C100

STAIR 1

ST 01

BIKE STORAGE

357 SF

C108

WOMEN

352 SF

C111

MEN

326 SF

C112

ELEVATOR1

JANITOR

C109

SHOWER

C110

SHOWER

C113

LOBBY

C107

RESTROOMS N.I.C.

EXIS

TIN

G T

ENAN

T N

.I.C

.

EXISTING LOADING AREA FOR EXISTING BATHTUB TENANT TO REMAIN.

LOADING

C000

FUTURE RECEPTION DESK

8.01

RECESSED SLAB LIGHT FIXTURE TYP.

INFILL SLAB

LOCATION DETERMINED BY FUTURE TENANT BUILD-OUT

LOCATION DETERMINED BY FUTURE TENANT BUILD-OUT

D1A4-01

FIRE PUMP121 SF

ELECTRICAL147 SF

1A

1A

1B

1B

2A

4A

4A

1A

1A

1A1A

1A

1A

5A

1A

7A

1A

5A

1A

7A

1A

7A

1B

1A

1A

1A

1A2A

2A

1B

1B

1A1A

4A

1A

1A

1A

1B

1B

1A

1B1B

1A

5A

5A

7A

5A

5A

5A

7A

2A

2A

E6A4-03

A2A3-02A4

A3-02

A1A3-01

D1A3-01

102' - 8"

75' -

4"

10' -

4"

5' - 5

"

12' - 10"

10' -

11"

9' - 1

1"

7' - 1"

2C108

2C101

1C115

1C111

1C100

1C109

1C112

1C113

1C102

1C101

1C103

2C114

1C105

1C106

1C110

2C103

1C108

A2-06B1

A2-06B4 D6A2-05

D1A2-05

14' - 0"

25' -

2"

B2A5-01

1C107

NEW CANOPY

D5A4-01

CORRIDORC114

1ST 2

1ST 1

A1A3-02

STAIR 2

ST 02

A

B

C

D

E

F

G

H

I

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12 13

7' - 3

"

2C102

27' -

9"

2C115

3C115

1C000

2C000

3C000

4C000

EXISTING STAIR(N.I.C.)

5' - 0

"

5' - 0" 5' - 0"

5' - 0

"

5' - 0

"

10' - 3" 5' - 1"

16' -

3"

21' - 6"

6' - 5

"

35' -

1"

5' - 9

"14

' - 5"

10' -

5"4'

- 3"

5' - 9

"

7' - 4" 6' - 3"

5' - 6

"6'

- 6"

5' - 0"

8' - 0

"

4' - 0"

14' - 1"

2' - 8"4"

90°

5' - 5

"8'

- 5"

3' - 1

1"

TBD WITH FUTURE BUILD-OUT

T/ NEW SLAB @ DOORARCH EL: 4' - 0"PROVIDE 3' - 0" SWING GATE

23' - 6"

6"

9' -0

" 10' - 2"

5' - 9"

1C114

5' - 2

"15

' - 11

"

5' - 4

"6' - 11" 6' - 10"

5758

5455

0' 4' 8' 16'

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912 W. Lake St. Chicago, Illinois

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A1-01

FIRST FLOORPLAN

18055

PilsenMetropolis2101 S CarpenterChicago IL 60608

Pilsen MetropolisLLC

8.01 INFILL OPENING TO MATCH EXISTINGCONSTRUCTION.

1/8" = 1'-0"A1

FIRST FLOOR PLAN

3110 Woodcreek Dr.Downers Grove, Illinois

ISSUED FOR PERMIT 01/31/19

4,167 SF

OFFICE

UP DN

AA

AA

DN

DN UP

UP

GYPSUM BOARD WALL

CMU WALL

CONCRETE WALL

PLAN NOTES

KEYNOTES

LEGEND

A

B

C

30" x 48" CLEAR FLOOR SPACE

60" CIRCULAR TURNING SPACE

60" x 60" T-SHAPED TURNING SPACE

1. SEE STRUCTURAL PLANS FOR DIMENSIONS OFVERTICAL STRUCTURAL ELEMENTS.

2. LAY OUT ALL BEARING WALLS, IF ANY, CORRIDORAND DEMISING WALLS PRIOR TO LAYING OUT OTHER INTERIOR PARTITIONS.

3. CONCRETE SLAB TO BE POURED ON TOP OFEXISTING FIRST FLOOR SLAB SO ELEVATION MATCHESD 0' - 0" AT ENTRANCE.

4. NEW 2" LIGHTWEIGHT TOPPING COMPOUND TO BEPOURED ON TOP OF EXISTING FLOORING THROUGHOUT THE SECOND FLOOR.

OFFICE

6,953 SFC200

OFFICE

5,144 SFC203

ELEVATOR1

WOMEN

392 SF

C205

MEN

358 SF

C204

OFFICE

7,343 SFC202

OFFICE

8,539 SFC201

STORAGE

82 SF

C206

REPLACE STEEL CANOPY; EXISTING STRUCTURE TO REMAIN

6.02

4.04

4.04

LOCATION DETERMINED BY FUTURE TENANT BUILD-OUT

D1A4-01

2A

4A

4A

2A

1A

1A

1A

7A 1A

1A

1A

1A

1A

1A

7A

1A

1A

1A

4A

2A

2A

2A

4A

4A

2A

5A

5A

5A

5A

2A

A2A3-02

A4A3-02

A1A3-01

D1A3-01

2ST 1

1C200

1C205

1C204

1C206

1C203

1C202

1C201

D1A2-06

D4A2-06

2C200

D5A4-01

2C201

2ST 2

2C203

A1A3-02

STAIR 2

ST 02

STAIR 1ST 01

A

B

C

D

E

F

G

H

I

J

K

L

M

1 2 3 4 5 6 7 8 9 10 11 12 13

LOCATION DETERMINED BY FUTURE TENANT BUILD-OUT

2C202

6' - 8

"27

' - 9"

9' - 5

"

6' - 8"

10' - 9"

15' -

8"

6' - 2" 13' - 8"

6' - 10" 7' - 5" 5' - 1" 8"

1' -3

"

13' -

10"

EW10

EW10

R5

EW10

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0' 4' 8' 16'

CLIENT:

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CONSULTANT:

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A1-02

SECOND FLOORPLAN

18055

PilsenMetropolis2101 S CarpenterChicago IL 60608

Pilsen MetropolisLLC

4.04 INFILL EXTERIOR MASONRY WALL.6.02 INFILL FLOOR.

1/8" = 1'-0"A1

SECOND FLOOR PLAN

3110 Woodcreek Dr.Downers Grove, Illinois

ISSUED FOR PERMIT 01/31/19

WHAT’S AROUNDRESTAURANTS, FITNESS ANDENTERTAINMENT

Museum

Restaurants

Fitness

Brewery

5 Minute Walk

10 Minute Walk

15 Minute Walk

24 Min

CTA Pink Line

National Museum of Mexican Art

23 Min

Alulu Brewery and Pub

19 Min

20 Minute Walk

Simone’s

Divvy Station

HaiSous

Honky Tonk BBQ

La Vaca

Lo Rez Brewing & Taproom

CrossFit Commitment

Skylark

ParkWorks

8 Min

David's Grill

9 Min

Del Toro

9 MinPleasant House Pub

Metra BNSF14 Min

14 Min

13 Min

13 Min

DeColores

8 Min

6 Min

SUBJECT

9 Min 8 Min

4 Min

Temoc’s Gym

5 Min5 Min

Steak ‘n Egger May St. Cafe

16 Min

Canton Regio

18 Min

19 Min

Taqueria Los Comales

16 Min

Taqueria Los Comales

Pilsen’s Fitness Center

Dusek’s Board & Beer

11 Min

S.K.Y.

9 MinPl-zen18 Min

BUS ROUTES

STOP NAME ROUTES DISTANCE WALK BIKE DRIVE

0. 1 miles

3 min 1 min 1 min

Cermak & Morgan 21 0 .2 mile s

3 min 1 min 1 min

TRAIN ROUTES

Halsted St METRA BNSF 0. 7 mi les

14 min 4 min 5 min

Halsted El Orange 0. 7 m ile s

14 min 4 min 5 min

18th St El Pink 1.1 miles

23 min 7 min 6 min

Cermak-Chinatown El Red 1.2 m ile s

24 min 8 min 6 min

TRANSPORTATION

Cermak & Carpenter 21

- construction photos -

- alex - - chris -

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