2822 HOYT AVE 2018-01-02 MF Import

K + Structural Survey of Settlement Damage t,n Buildings Page 6 hazardous condition. No heavy loads should be applied to upper floors until a more detailed structural evaluation can be made. All cracks noted should be continually monitored and additional movement ShOUI� be brougnt to the attention of the City Building official. Geo Lab Engineers' records indicate subsidence has stopped but do not guarantee that further subsidence will not occur. Records of soils borings and settlement record are not available for tnis report, if further settlement occurs all buildings should be recnecked. The foregoing structural observations and comments are not intended to indicate that any of the buildings will meet all Uniform Building Code design criteria. Most will not, however, relative to past building performance, the recent settlement has created a significant reduction of the building's capacity to resist lateral loads due to earthquake. These old masonry buildings were not designed to resist earthquake loads as stipulated by the Uniform Building Code. No structural engineering analysis was performed on the surveyed buildings and it is expected that each would differ In structural strength. Therefore, this report in no way guaranties the structural adequacy to withstand further settlement, heavy floor loads, snow load or earthquake loads, as required by the UBC Code. p