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The information presented on this website is informational only and does not necessarily reflect the current condition of the building or property. The fact that a permit was issued does not confirm that work was performed or performed in accordance with that permit and the requirements of the Municipal Code. Information on inspections and violations reflect conditions found by the inspector at the time of the inspection and not the current status of those violations or current condition of the property. The absence of violations on this website does not mean a building or property is in compliance with the requirements of the Municipal Code. Certain violations may be referred to the City's Department of Law for enforcement proceedings in the Department of Administrative Hearings or the Circuit Court of Cook County, and records of those proceedings may be obtained from the Department of Administrative Hearings or Clerk of the Circuit Court, respectively.


ADDRESS : 2332  W   ADDISON  ST
 

# 10645685

VIOLATION BUILDING CODE CITATION VIOLATION DETAILS
CN061014 Failed to maintain the exterior walls of a building or structure free from holes, breaks, loose or rotting boards or timbers and any other conditions which might admit rain or dampness to the walls. (13-196-530(b), 13-196-641) Exterior Wall Repairs - (1) East Elevation Court yard Dangerous and Hazardous Severe large structural crack from base of building extending up towards the top of the parapet wall. Crack is over 1 inch wide at center and upper portion of building (2) Court Yard East Elevation Dangerous and Hazardous Loose parapet wall bricks along structural crack and below third floor window and along window jambs loose stones at second and third floor windows (3) Court Yard East Elevation Parapet wall Dangerous and Hazardous loose brick wall is leaning outward over building 2348 entrance way (4) Court Yard West Elevation Structural crack extends from base of building up towards top of parapet wall temporarly sealed showing signs of damage and temporary repairs failing as cracks are opening (5) South Elevation Southeast corner of Court Yard West portion of building Parapet wall is Dangerous and Hazardous wall is leaning outward over front yard and public entrance way (6) West portion of building South Elevation Severe structural cracks the extend from base up towards parapet wall cracks wide (7) Window Lintels rusting at various locations All Elevations (8) All Elevations Parapet wall stones are slightly leaning, wide joints, severe washed out mortar, at various locations parapet walls have structural cracks (9) North Elevation Parapet wall brick damaged along all corners severe washed out mortar (10) All Elevations severe washed out mortar (11) Plans and Permits for all Repairs
CN060001 Failed to provide 2 copies of a Critical Examination Report, sealed and signed by an Illinois licensed architect or structural engineer. (13-196-033, 13-196-034, 13-196-036) Structural Engineers Reports: (1) Submit 100% hands-on Critical Exterior Wall Inspection of all Elevations and court yards (2) Also Per Section 13-196-030 (3) Send to Mr. Jose Aparicio, Department of Buildings, 120 N. Racine, 60607
CN103025 Submit plans prepared, signed, and sealed by a licensed architect or registered structural engineer for approval and obtain permit. (13-196-030) Submit Critical investigation forensic Structural Engineers Report for Interior of building: (1) Submit Critical investigation forensic structural engineers report of thorough investigation of building foundation as to why building is sinking and leaning southward and westward causing severe structural damage to West portion of building leg and why center portion of building is sinking and causing structural damage to center portion of building (2) Submit Critical investigation forensic Structural Engineers report of thorough investigation Report of all interior floors and walls and ceilings and roofs of entire building from basement upto and thru the third floors of all units and public stairwells and roofs of building (3) Per Sections (13-196-030, 13-196-037, 13-196-040) (4) Send to Mr. Jose Aparicio, Department of Buildings, 120 N. Racine, 60607
CN060002 Immediately provide sidewalk shed for protection of property and passersby from unsafe conditions, as follows: (Sections 13-12-130, 13-20-040, 13-196-037(a)) Provide heavy duty canopy over main entrance of 2348 of building and close off with a construction fence around the South Elevation from Southeast corner to Southwest corner and next to areas in court yard next to entrance 2348 Obtain permit from Department of Transportation
CN104075 Failed to maintain windows in relation to the adjacent wall construction as to completely exclude rain and substantially exclude wind from entering the premises. (13-196-550(f)) WIndows - (1) Court Yard East Elevation severe structural damage Dangerous and Hazardous window frames are loose (2) South Elevation along West portion of building Basement window is out of alignment (crooked)
CN070024 Failed to repair or replace defective or missing members of porch system. (13-196-570, 13-196-641) 8 Rear Porches - (1) All porches missing proper footings (2) Improper connections along stringers, colunms to beams, stringers to building structure, hand rails and guard rails to columns and building structure (3) Pickets installed improperly facing outward (4) Ledger boards and stringers missing proper connections (5) Many connections nailed (6) Beams to columns overnotched (7) Portions of porches canterleveled with unknown connections (8) Stringers are scabbed at various locations (9) Porch roofs rotted wood, connections missings straps at joists connections to building (10) Plans and Permits For All Repairs
CN101025 Failed to maintain interior ceilings and walls reasonably smooth, clean and tight and free from chipped or loose plaster or structural material. (13-196-540(d) and (e)) Walls and Ceilings - (1) Unit 3C and 2C Dangerous Severe floor and ceiling structural cracks along corners, walls and ceilings (2) Unit 3C and 2C Dangerous Floor seperating from walls at bedrooms and living rooms and seperating from building structure walls (3) Unit 3C and 2C Dangerous severe seperation of building interior walls from building structure (4) Plans and Permits for all Repairs
CN069014 Failed to maintain foundation in sound condition and repair and so it adequately supports the building at all points. (13-196-530, 13-196-530(a), 13-196-641) Foundation - (1) Foundation inadequately supporting building, building is leaning, West portion of building is sinking and leaning to the west, East portion of the building is also sinking, both portions of sinking building causing severe structural damage to the Exterior walls, Interior walls, building floors, beams and joists (2) Plans and Permits for all Structural Repairs
CN190029 pending notice reinspection Make Arrangements for Further Interior Inspection of all units, common areas, basement and roof of building
NC2011 Performed or allowed work to be performed without submitting plans prepared, signed and sealed by a licensed architect or registered structural engineer for approval and without obtaining a permit to perform the work. (13-32-010, 13-32-040, 13-40-020, 13-12-050) Plans and Permits for all repairs to: (1) Foundations (2) Exterior walls (3) Porches (4) porch roofs (5) Interior Units (6) basement areas
CN061024 Failed to maintain building or structure in a structurally safe and stable condition. The Building Commissioner requests submission of two (2) copies of a structural condition report prepared, signed and sealed by an Illinois licensed Architect or Structural Engineer, attesting to the structural conditions of the building or structure. (13-196-030) Submit Critical investigation forensic Structural Engineers Reports: (1) Submit Critical investigation forensic structural engineers report of thorough investigation of building foundation as to why building is sinking and leaning southward and westward causing severe structural damage to West portion of building leg and center portion of building that is also sinking (2) Submit Critical investigation forensic Structural Engineers report of thorough investigation Report of all interior floors and walls of entire building from basement upto and thru the third floors of all unit floors and public stairwells adn roofs of building (3) Per Sections (13-196-030, 13-196-037, 13-196-040) (4) Send to Mr. Jose Aparicio, Department of Buildings, 120 N. Racine, 60607
CN190019 Arrange for inspection of premises. (13-12-100) Interior of building - No response ,unverified detectors ,conditions and occupancy . No entry 2012 Annual inspection .
CN131026 Repair or replace defective screen. (13-196-560 B) Window screens , torn ,loose and missing .
CN073014 Failed to maintain exterior door in sound condition and repair. (13-196-550(d) and (e), 13-196-641) 2332 South entry door - Broken glass .
CN134016 Rid premises of rodents and seal rodent holes. (13-196-530 D, 13-196-540 A, 13-196-630 C) Rat holes at base of northwest porch.
CN070024 Failed to repair or replace defective or missing members of porch system. (13-196-570, 13-196-641) Eight three story wood porches with roofs . All with similar defects , previous unpermitted repairs and updates and now require plans and permits to repair. Two West porches . Uprights set on sidewalks with unknown foundation status. Uprights double notched .Lap joints for columns insufficient and only have two bolts. Guardrails too short with span too long without additional post . Loose connections for guardrails to brick wall and column. Winder stairs no support at stringers with stringers cut too long . No support at stringer to column attachment .Winder stairs poor design and have no proper support. Northwest porch - Horizontal guardrails on stairs and landings without proper spacing . Missing all pickets. North center porch Guardrails too short and too long without additional post and fasteners . Stringer too long without support . Winder stairs poor design with no support . Four North areaway porches. Unknown foundations , uprights set on blocks .Uprights double notched , and butt stacked at joints . Guardrails too short with span too long without intermeadiate post . Not properly attached at brick wall of column. Winder stairs improper desidn with not support , Two center porches landings at second and third floors cantilevered without proper support .

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