1201CHESTNUT STREETMarket East | Midtown VillagePhiladelphia, PA

Up to 6,029 SF Available1,980 SF Ground Floor

1,949 SF Mezzanine2,100 SF Lower Level

1201CHESTNUT STREETMarket East | Midtown VillagePhiladelphia, PA

PROPERTY FEATURES:• Grand multi-level retail space with 2-story ornate façade and historic character

• Situated along 12th Street at the base The Commonwealth, an upscale residential tower with 98 units

• Well positioned between vibrant Midtown Village and flourishing Market East neighborhoods, just steps from the 13th Street food & beverage corridor and directly across from East Market, a large scale mixed-use project, with its next phase, a Jefferson Health tower, currently under construction

• Surrounded by multiple new high-rise residential buildings, numerous hotels including the Loews, Roost and newly opened Canopy by Hilton, and just one block from Thomas Jefferson Hospital and two blocks from the PA Convention Center and iconic Reading Terminal Market

• Immediate proximity to public transit via Jefferson Station with SEPTA regional rail and the Market-Frankford line at 11th Street Station

• Busy pedestrian traffic weekdays and weekends, day-and-night

SURROUNDING NEIGHBORS:

Up to 6,029 SF Available1,980 SF Ground Floor

1,949 SF Mezzanine2,100 SF Lower Level

1201CHESTNUT STREETMarket East | Midtown VillagePhiladelphia, PA

Washington Square

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JEWELER’S ROW

Gusto Pizzeria

Food & Friends Market Marathon on

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SpreadBagelry

Square on Sqaure

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Twenty ManningGrill

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RETAIL MAP

1201

1201CHESTNUT STREETMarket East | Midtown VillagePhiladelphia, PA

a, 0 0 N

w !::

en 0 0

DEMOLITION PLAN LEGEND ==== DENOTES EXISTING CONSTRUCTION

,/\ /,' '

- - DENOTES NEW OPENING FOR NEW CONSTRUCTION

DENOTES EXISTING CONSTRUCTION TO BE DEMOLISHED

,r' h DOOR TO BE DEMOLISHED n DOOR TO REMAIN

DEMOLITION GENERAL NOTES 1. ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE

ARBITRARY DESTRUCTION OR IN1ERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USEAND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCHDISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THATINDICATED, CHANGE DIRECTION FROM FLOOR TO FLOOR , ETC., OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THEARCHITECT BEFORE REMOVAL FOR FlNAL DISPOSITION.

2. REMOVE ALL CONSTRUCTION DESIGNATED TO BE REMOVED AND CLEAR TO RECEIVE NEW WORK AS HEREININDICATED.

3. WHERE EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SIHALLINCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC. AFTER REMOVAL, AFFECTED CONSTRUCTION ANDSURFACES SUCH AS FLOORS, WALLS, BASES, AND CEILINGS SHALL BE FINISHED TO MATCH ADJACENT SURFACESUNLESS OTHERWISE NOTED.

4. ALL EQUIPMENT SUCH AS SHEL\!NG, CABINETS, PLUMBING FIXTURES, ELECTRICAL FIXTURES AND EQUIPMENT,MECHANICAL EQUIPMENT, AIR CONDITIONER UNITS, ETC., REMOVED/DEMOLISHED SHALL BECOME THE PROPERTY OFCONTRACTOR AND SHALL BE REMOVED FROM THE PREMISES.

5. CONTRACTOR TO COORDINATE REMOVAL OF UTILITIES \'r1TH UTILITY COMPANY. CAP AND IDENTIFY ALL ABANDONEDUTILITIES EXISTING OR CUT DURING DEMOLITION PER DRA\'r1NGS. NOTIFY ARCHITECT OF ANY DISCOVERED/UNKNOWN UTILITIES PRIOR TO REMOVAL OR ALTERATION.

6. HAZARDOUS MATERIALS TO BE IDENTIFIED AND REMOVED BY OWNER PRIOR TO DEMOLITION WORK

7. CONTRACTOR IS RESPONSIBLE TO STABILIZE & SUPPORT ADJACENT EQUIPMENT, AND STRUCTURE PRIOR TOPERFORMING DEMOLITION WORK.

8. REFER TO MECH DWGS FOR ANY DEMOLITION OF MEP SER\!CE, PIPING, DUCTS, \'r1RE OR EQUIPMENT.

DEMOLITION KEYNOTES

(D SAW CUT SLAB AS REQUIRED FOR NEW OPENING; REFER TO STRUCTURAL DWGS FOR SAW CUT DETAILS. REFER TO ARCHITECTURAL & MECH. DWGS.

(D REMOVE WlNDOW AND CUT EXISTING STONE BELOW TO ACCOMMODATE NEW DOOR OPENING

G) REMOVE EXISTING DOOR, FRAME AND INFlLL

CD DEMOLISIH EXISTING MECH STACK

@ REMOVE EXISTING BUILT IN CASEWORK, PATCH/REPAIR FLOOR AND WALL AS REQUIRED

©

(j)

® ® @)

DEMOLISIH EXISTING ELEVATOR AND ENCLOSURE, INFlLL OR ENLARGE EXISTING OPENING TO RECEIVE NEW WORK, REFER TO ARCHITECTURAL DRAWlNGS FOR NEW LOCATIONS OF NEW STAIR, TRASH CHUTE AND MECH. SIHAFT. REFER TO STRUCTURAL DRAWlNGS FOR SAW CUT DETAILS.

DEMO EXISTING STOREFRONT SYSTEM AS REQUIRED; TO INSTALL NEW METAL DOOR & FRAME. REFER TO NEW DWGS

DEMOLISH EXISTING SLAB AS REQUIRED TO ENLARGE EXISTING OPENING, SHORE AS REQUIRED. REFER TO NEW WORK FOR EXTENT, SEE PLANS.

REMOVE EXISTING STEEL DIAMOND PLATE COVERING.

REMOVE EXISTING LADDER ACCESS TO ELEVATOR PENTHOUSE

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AGOOS/LOVERA ARCHITECTS Architectural Design

1��1 Programming and Project Feasibility

Interior Design

Planning and Historic PreseNation www.agooslovera.com

Project Team:

ARCHITECT: Agoos/Lovera Architects 260 South Broad Street, Suite 1300 Philadelphia, PA 19102 T: 215.735.0100 F: 215.735.2333

CLIENTS MEP ENGINEER: Paul H. Yeomans, Inc. 833 Chestnut St, Suite 1140 Philadelphia, PA 19107 T: 215.592.1900 F: 215.592.0192

CLIENTS STRUCTURAL ENGINEER: Bevan Lawson, P .E. 2201 Pennsylvania Avenue 1st Floor, Rear Philadelphia, PA 19130 T: 215.988.9321 F: 215.988.9322

Project/ Client Name:

1201 CHESTNUT

CLIENT/OWNER: 806 Capital, LLC 123 South Broad Street, Suite 830 Philadelphia, PA 19109

Seal:

Issue Issue Issue No. Date Description _1_ 05106/2009 ISSUED FOR PERMI

Job Number: 0723

PM: RS PA: AJ

Drawn By: ADV Checked By: RS

Scale: PLAN: 1/8"= 1'-0"

Filename: 0723-A0100.dwg Drawing Title:

BASEMENT DEMOLITION PLAN

Drawing No:

A01.00 @,.._ _____________________________________________________________________________________________________________________________________________ __. ___________ _.

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DOOR AND FRAME SCHEDULE DOOR FRAME

SIZE DETAIL FIRE HDWR DOOR RATING SET

NO. w H TYPE MATL TYPE MATL HEAD JAMB SILL LABEL NO. ST1 -1.1 3-0 6 -8 A HM 1 HM 2 A09.02 5 A09.02 EXG 90 MIN ST2-1.I 5-8 6-8 A HM 1 HM 2 A09.02 5 A09.02 14/A09.02 90 MIN ST2-1.2 3-0" 6'-8" A HM 1 HM 2 A09.02 5 A09.02 14/A09.02 90 MIN

101-1 3-0N 6'-Bn E GLASS 1 ALUM - - - -101 -2 3 -0" 6 -s-· E GLASS 1 ALUM - - - -101-3 3-0 6-8 E GLASS 1 ALUM - - - -101-4 3-0 6-8 E GLASS 1 ALUM - - - -101-5 3-0" 6'-8" E GLASS 1 ALUM - - - -101-6 3-0" 6'-8" A HM 1 HM 2/A09.02 5/A09.02 EXG 90 MIN

102 -1 - - EXG - - - - - - -

102 -2 - - EXG - - - - - - -102-3 - - EXG - - - - - - -103-1 6 -2" 6'-8" EXG - - - - - - -103-2 3•-0· 6'-8" EXG - - - - - - -103-3 3-0" 6-8" EXG - - - - - - -103-4 3-0 6-8'' EXG - - - - - - -103-5 3-0 6-8 EXG - - - - - - -104 -1 6'-2" 6'-8" EXG - - - - - - -

105-1 4 -6" 6"-8" A HM 1 HM 2IA09.02 5IA09.02 12/A09.02 90 MIN

INTERIOR FINISH SCHEDULE ROOM ROOM WALL MATERIAL & FINISH CEILING

FLOOR BASE NO. NAME NORTH SOUTH EAST WEST VIATERIAI FINISH

ST1-1 EXG STAIR EXG MARBLE 4 Y1NYL GWB PT GWB PT GWB PT G\\13. PT GWB PT ST2-1 NEW STAIR CONCRETE 4" Y1NYL GWB, PT GWB, PT GWB, PT G\\13, PT GWB PT ST3-1 EXG STAIR EXG MARBLE 4" Y1NYL GWB. PT GWB PT GWB. PT G\\13. PT GWB PT

101 CHESTNUT EXG TERRAZZO EXG GWB PT G'MB PT GWB PT G\\13 PT GWB PT 102 SEVEN ELEVEN NIC 103 VESTIBULE TBD 104 NEW RETAIL TBD 105 TRASH TBD

4 :::E--1--t==� I

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- - - -TBD GWB PT G'MB PT G'MB PT TBD GWB, PT G'MB PT G'MB. PT TBD GWB. PT G'MB PT G'MB. PT

I □□ -�c�HE�STNUT ST I OBBY

1 101 1 560 S.F.

00 71 S.F. AVAILABLE FOR FIRE1 COMMAND IN OPEN LOBBY -...,

- - -G\\13. PT GWB PT G\\13. PT GWB PT G\\13. PT GWB PT

!

NOTES

PANIC HARDWARE PANIC HARDWARE DOUBLE DOORS PANIC HARDWARE

PANIC HARDWARE PANIC HARDWARE PANIC HARDWARE PANIC HARDWARE PANIC HARDWARE PANIC HARDWARE

NIC NIC NIC

REFURBISH EXG DOORS REFURBISH EXG DOORS REFURBISH EXG DOORS REFURBISH EXG DOORS REFURBISH EXG DOORS

REFURBISH EXG DOORS

PANIC HARDWARE REFRAME 'MNDOW ABOVE AS REQ"D

NOTES

PROY1DE SLIP RESISTANT STRIPS ON ALL TREADS

PROY1DE SLIP RESISTANT STRIPS ON ALL TREADS

PT ALL EXG GWB CLEAN TRAVER TINE WALLS NIC PT ALL EXG G'MB PT ALL EXG G'MB PT ALL EXG G'MB

!

DN

VESTIBULE 1 103 1 207 S.F.

UP

12TH STREET

a I '"

FLOOR PLAN LEGEND DENOTES EXISTING CONSTRUCTION --11] PARTITION TYPE SEE A09.01 DENOTES NEW CONSTRUCTION

�1/,,/,�//,/;3 DENOTES NEW FLOOR/SLAB INFILL

FLOOR PLAN GENERAL NOTES 1. TOP OF FIRST FLOOR PRINCIPAL DATUM IS o·-o·. CORRESPONDING TO SECTION A07.01, V.I.F. ALL DATUMS

2. SEE SHEET A09.01 FOR INTERIOR WALL TYPES & TYPICAL WALL CONSTRUCTION DETAILS.

3. SEE STRUCT DWGS FOR STRUCT WALLS, PIERS, COLUMNS, & BEAMS. COORD CONSTR W/ ANY & ALLINTERSECTIONS OR EXTENDING WALLS, RECESSED ITEMS, & MECH, PLUMBING, & ELEC REQUIREMENTS

4. ALL INT DOOR OPGS WALL BE LOCATED 4" FlROM ADJ WALLS UNO.

5. SEE A6.01 FOR COMPONENT DESCRIPTIONS & MOUNTING HTS.

FIRST FLOOR

560 SQUARE FEET (CHESTNUT STREET LOBBY) 2,501 SQUARE FEET (SEVEN ELEVEN) 1,980 SQUARE FEET (NEW RETAIL) 207 VESTIBULE (RETAIL) 235 SQUARE FEET (TRASH)

5,483 TOTAL SQUARE FEET

7,670 SQUARE FEET (TOTAL INCLUDING: STAIRS, ELEVATORS, PARTY WALL, AND EXTERIOR WALL THICKNESS)

11 '-2" FIRST FINISH FLOOR TO FIRST FLOOR MEZZANINE FINISH FLOOR AT NEW STAIR (ST2-1) 13'-7½" FIRST FINISH FLOOR TO FIRST FLOOR MEZZANINE FINISH FLOOR AT EXG STAIR (ST1 -1)

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r--1 ;,.

AGOOS/LOVERA ARCHITECTS Architectural De,ign

1�� I Programming and Project Feasibility Interior Design Planning and Historic Prese1Vation

www.agooslavera.com

Project Team:

ARCHITECT: Agoos/Lovera Architects 260 South Broad Street, Suite 1300 Philadelphia, PA 19102 T: 215.735.0100 F: 215.735.2333

CLIENTS MEP ENGINEER: Paul H. Yeomans, Inc. 833 Chestnut St, Suite 1140 Philadelphia, PA 19107 T: 215.592.1900 F: 215.592.0192

CLIENTS STRUCTURAL ENGINEER: Bevan Lawson, P.E. 2201 Pennsylvania Avenue 1st Floor, Rear Philadelphia, PA 19130 T: 215.988.9321 F: 215.988.9322

Project/ Client Name:

1201 CHESTNUT

CLIENT/OWNER: 806 Capital, LLC 123 South Broad Street, Suite 830 Philadelphia, PA 19109

Seal:

Issue Issue No. Date

Issue Description

_1_ 05/06/2009 ISSUED FOR PERMI

Job Number: 0723

PM: RS PA: AJ

Drawn By: AJ Checked By: RS

Scale: PLAN: 1/8" = 1'-0"

Filename: 0723-A0201.dwg Drawing Title:

FIRST FLOOR PLAN AND SCHEDULES

Drawing No:

A02.01 @.__ _____________________________________________________________________________________________________________________________________________ __. ___________ _.

a, 0 0 N

w !::

en 0 0

0---

0--

0--

DOOR AND FRAME SCHEDULE DOOR FRAME

SIZE DETAIL FIRE HDWR DOOR TYPE MATL TYPE MATL RATING SET NOTES

NO. w H HEAD JAMB SILL LABEL NO.

ST2-1M.1 3-0" 6'-8" A HM 1 HM 2/A09.02 5/A09.02 9/A09.02 90 MIN PANIC HARDWARE

INTERIOR FINISH SCHEDULE ROOM ROOM

WALL MATERIAL & FINISH CEILING FLOOR BASE NOTES NO. NAME NORTH SOUTH EAST WEST MATERIAL FINISH

-T2-1MST3-1M EXG STAIR EXG MARBLE 4 VINYL GWB PT GWB PT GWB PT GWB PT G\113 PT PROVIDE SUP RESISTANT STRIPS ON ALL TREADS

EXC EXG PT PT AND PATCH ALL EXG G'Ml/PLASTER 102M SEVEN ELEVEN NIC - - - - - - - NIC 103M NEW RETAIL TBD TBD GWB, PT GWB, PT G'Ml, PT GWB, PT G\113 PT PT AND PATCH ALL EXG G'Ml/PLASTER

�--------.--=F-r-------+--�I�-� ,..,...----,,,-=i=c.--..... ,------,-""F-r----------,'□□□'------_.JI

UP

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12TH STREET

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N

FLOOR PLAN LEGEND DENOTES EXISTING CONSTRUCTION --Ill PARTITION lYPE SEE A09.01 DENOTES NEW CONSTRUCTION

�1//1////:3 DENOTES NEW FLOOR/SLAB INFILL

FLOOR PLAN GENERAL NOTES 1. TOP Of FIRST FLOOR MEZZANINE DATUM IS 11'-2" AT NEW STAIR, CORRESPONDING TO SECTION A07.01,

V.I.F. ALL DA TUMS

2. SEE SHEET A09.01 FOR INTERIOR WALL lYPES & TYPICAL WALL CONSTRUCTION DETAILS.

3. SEE STRUCT DWGS FOR STRUCT WALLS, PIERS, COLUMNS, & BEAMS. COORD CONSTR W/ ANY & ALLINTERSECTIONS OR EXTENDING WALLS, RECESSED ITEMS, & MECH, PWMBING, & ELEC REQUIREMENTS

4. ALL INT DOOR OPGS WALL BE LOCATED 4" FROM ADJ WALLS UNO.

5. SEE A6.01 FOR COMPONENT DESCRIPTIONS & MOUNTING HTS.

FIRST FLOOR MEZZANINE

293 515

2,757

13'-4a

SQUARE FEET (STORAGE ABOVE ELEVA TOR LOBBY) SQUARE FEET (SEVEN ELEVEN MEZZANINE, MECHANICAL SPACE) SQUARE FEET (NEW RETAIL)

TOTAL SQUARE FEET

FIRST FLOOR MEZZANINE FINISH FLOOR TO SECOND FINISH FLOOR

6

AGOOS/LOVERA ARCHITECTS Architectural Design ;i:.::=11 Programming and Project Feasibility

Interior Design

Planning and Historic PreseNation www.agooslovera.com

Project Team:

ARCHITECT: Agoos/Lovera Architects 260 South Broad Street, Suite 1300 Philadelphia, PA 19102 T: 215.735.0100 F: 215.735.2333

CLIENTS MEP ENGINEER: Paul H. Yeomans, Inc. 833 Chestnut St, Suite 1140 Philadelphia, PA 19107 T: 215.592.1900 F: 215.592.0192

CLIENTS STRUCTURAL ENGINEER: Bevan Lawson, P .E. 2201 Pennsylvania Avenue 1st Floor, Rear Philadelphia, PA 19130 T: 215.988.9321 F: 215.988.9322

Project/ Client Name:

1201 CHESTNUT

CLIENT/OWNER: 806 Capital, LLC 123 South Broad Street, Suite 830 Philadelphia, PA 19109

Seal:

Issue Issue No. Date

Issue Description

_1_ 05106/2009 ISSUED FOR PERMI

Job Number: 0723

PM: RS PA: AJ

Drawn By: AJ Checked By: RS

Scale: PLAN: 1/8"= 1'-0"

Filename: 0723-A0201 M.dwg Drawing Title:

FIRST FLOOR MEZZANINE PLAN AND SCHEDULES

Drawing No:

A02.01 M @.__ _____________________________________________________________________________________________________________________ L_ ________ _J

12th Street

LOWER LEVEL

GROUND FLOOR

MEZZANINE

12th Street

12th Street

Che

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t Stre

etC

hest

nut S

treet

Che

stnu

t Stre

et

Clo

ver S

treet

Clo

ver S

treet

Clo

ver S

treet

2,100 SF

1,980 SF

1,949 SF

FLOOR PLANS

1201CHESTNUT STREETMarket East | Midtown VillagePhiladelphia, PA

Jones Lang LaSalle Brokerage, Inc.1650 Arch St. Suite 2500Philadelphia, PA 19103+1 215 988 5500

PAIGE JAFFEManaging Directorpaige.jaffe@am.jll.com+1 215 988 5500

MALLORY SCACCETTISenior Vice Presidentmallory.scaccetti@am.jll.com +1 215 988 5500

© 2021 Jones Lang LaSalle IP, Inc. All rights reserved. All information contained herein is from sources deemed reliable; however, no representation or warranty is made to the accuracy thereof.

Up to 6,029 SF Available1,980 SF Ground Floor

1,949 SF Mezzanine2,100 SF Lower Level