2822 HOYT AVE 2018-01-02 MF Import

Structural Survey of Settlement Damage to Buildings Page 3 The basement concrete slab had major cracks indicating significant settlement especially the western section and the resultant floor slope is to the northwest corner. Significant cracks were observed over office doors located in the basement. The west wall steel beam lintel over windows and doors is separated from masonry above due to settlement of northwest supporting column. On December 20th the west exterior wall was observea again and it was noted that the column support at the north Side has Settled further and the steel support team had oaflectea to cause a 2 incn + gap under the masonry. Windows above are bowing out due t0 compression. Buildina at 2819 Rucker - This building was constructed with 10 inch wide brick masonry walls on top of poured concrete walls. All floor and roof framing is of wood. West window wall on Rucker is set in brick masonry. Recent cracking of concrete wall was noted at the north wall of the building over the work bench area. At the east entrance new significant cracks were observed at the doorway and in the retaining wall 12 inches below alley grade. At the alley side, new exterior wall cracks can be seen at the adjacent building wall intersections with separation of slab from wall indicating recent settlement.