More Information
The Open Source Data Files that are here are from Cook County.
This Page is a combination of all Files.
The Parcel Universe and most other Cook County files are categorized by PIN and Tax Year.
This page is PIN ONLY. You can expand this page (at the bottom) to see lists of all files related to this Pin.
The 2023 Data is from the Parcel Universe File with Tax_Year = 2023.
Viewing Parcel Address (PIN)
Last Modification Date:
2024-10-23 @ 1:44 PM
PIN:
20262070010000
Property Address:
1501 E 71ST PL
City - Zip:
CHICAGO - 60619
2023 Property Class:
315
2023 Township:
70 - Hyde Park
2023 Neighborhood:
70070
2023 Tax District:
70131
Cook Viewer GIS:
External GIS Website
Chicago Building Violations Data: 9 Violations
| Violation | Inspector Comments | Address | Category | Status | View |
|---|---|---|---|---|---|
| SERVICE WALK, PASSAGE, AREAWAY | 1501-03 FRONT WALK BROKEN | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| REPAIR LINTELS | NORTH AND WEST ELEVATION LINTELS - RUSTED AND DEFLECTING, MASONRY PERMIT REQUIRED. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| PROVIDE GUARD RAIL 42 IN HIGH | REAR BASEMENT ENTRY AREA'S - GUARDRAILS WITH LADDER TYPE PICKETS. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| FILE BLDG REGISTRATION | BUILDING - NOT REGISTERED FROM 2006 THROUGH 2015. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| PARAPET | EAST ELEVATION AT NORTH END AND SOUTH ELEVATION PARAPET WALLS - SPALLING BRICKS AND WASHED OUT MORTAR.WEST ELEVATION PARAPET WALL - BULGING, SHIFTING BRICKS. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| REPAIR WINDOW SILLS | NORTH ELEVATION WINDOW SILLS - WASHED OUT MORTAR AT JOINTS. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| REPAIR EXTERIOR WALL | WEST ELEVATION ABOVE WINDOWS - BULGING, SHIFTING STONES AND BRICKS. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| REPAIR SCREENS | ALL ELEVATIONS - TORN AND MISSING WINDOW SCREENS. | 1501 E 71ST PL | COMPLAINT | FAILED | View |
| REPAIR PORCH SYSTEM | REAR (2) 3 STORY WOOD PORCHES - 6X6 COLUMNS OVERNOTCHED AT BEAM TO COLUMN CONNECTION AREA.6X6 BEAMS SPAN 7 FEET AND MISSING TIE STRAPS AT BUILDING CONNECTION.SINGLE 2X8 USED AS A HEADER IS SUPPORTED BY 2X4'S NAILED TO BACKSIDE OF RISERS.2X8 JOIST SPAN 12 FEET.STAIRS HAVE INCONSISTENT RISER HEIGHTS.4X4 COLUMN USED FOR SUPPORT OVER 12 FEET IN HEIGHT, COLUMNS ARE STACKED AND NAILED AT JOINTS.PLANS AND PERMIT REQUIRED, PLANS TO INCLUDE ENCLOSED PORTIONS OF PORCHES. | 1501 E 71ST PL | COMPLAINT | FAILED | View |