Laserfiche WebLink
The damage to the structure seems to be concentrated at the southeast corner, <br />to a fireplace in the northeast corner and general movement to the east wall of the <br />structure. The east wall, which is a full thickness adobe wall two-stories in height, <br />appears to have settled and rotated to the east. This has resulted in a separation of the <br />second floor between the wall and the floor and ceiling. The fireplace at the northeast <br />career appears to have settled and rotated in a northeasterly direction. Photograph No. <br />2 shows the crack pattern in this particular fireplace. For the cracking pattern that has <br />developed in the fireplace, movement would need to be on a diagonal to the north and <br />east of the structure, Damage at the southeast earner of the structure is shown by <br />Photograph No. 4 which shows a crack in the two-story high wall which is the east wall <br />of the structure and it shows considerable water damage immediately below a roof <br />scupper. Photograph No. 5 is a detail picture of the southeast area and it shows staining <br />on the exterior stucco. At the bottom of the photograph there is considerable staining <br />where water has seeped down the wall and is contained in an area where drainage is <br />blocked by a series of bricks which can be seen in the photograph. The ground surface <br />was quite moist in this area at the time of inspection. Some cracking has occurred at <br />other locations along the south wail but the cracking appears to be what would be <br />Considered normal for this type of structure, particularly considering the nature of <br />construction and the age of the structure. <br />Inside the structure the cracking and damage is most pronounced at the southeast <br />corner. There is evidence of a downward movement on the east wall and there is <br />evidence of cracking in the fireplace at the northeast corner of the structure. Ftoors are <br />uneven throughout the house and there are numerous cosmetic cracks and distortions <br />which are believed to be normal for the type of construction and the age of the structure. <br />to the basement area there is a sump which was full of water at the time of our visit. <br />Further, the sump pump had been disabled. It was not operational at the time of <br />inspection. There was a gravity discharge line which apparently serves as an overflow <br />if the pump is disabled. This gravity discharge line is shown in Photograph No. 24. The <br />floor in the basement was stained and there was a mud film indicating flooding has <br />occurred. The house is heated with a hot water heat system. The bailer is shown in <br />Photograph No. 26. There was what appeared to be a makeup water tank and a <br />pressure relief system which appeared to be leaking at the time of our inspection. In <br />addition there were leaks in several radiators on the main floor of the structure, <br />Cause of Distress <br />tt appears there are several potential causes for the distress that could be <br />observed. Most of the damage appears to be concentrated along the east wall of the <br />structure with most of the damage at the southeast corner. The roof scuppers are <br />obviously causing damage to the second level and considering the nature of the <br />construction this damage may be contributing to the performance of the other parts of <br />the structure at this southeast corner, There is an unusual difference in detail shown in <br />Photographs No. t and No. 3 along the south wall of the structure. Most of the south <br />wall has a curb at the bottom of the wall as shown on Photograph No. 3. It can be seen <br />extending from the Coca Cala Cooler, along the wall and stops in the vicinity of a window <br />near the east third of the structure. Tnis window can be seen in Photograph No. 4 is the <br />three bay window in the main level of the structure. From there to the southeast corner, <br />