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• <br />City of Lino Lakes <br />Ulteig Projcct No. 207.1172 <br />September 24, 2007 <br />Page 3 <br />iii. There are four temporary, 3-inch diameter, shoring post placed along <br />the length of the wall that is supporting the exterior day tile and stucco <br />finish of the west wall. <br />iv. There are no mechanical connections (nails or screws) noticed <br />connecting the shoring to the block knee wall or the wall above. The <br />connections of the frame wall could not be verified at the time of the <br />site visit. It is assumed there are no connections to the block wall <br />below. <br />v. The cores of the block knee wall are visible from the top course. There <br />appears to be no grouted cores or reinforced cores throughout the <br />length of the wall <br />vi. The top of the concrete strip footing supporting the block knee wall is <br />exposed along the length of the wall. <br />vii. There is void space behind a portion of the wall accessible from the <br />northwest corner of the house. The void is the full height of the block <br />wall but the length of the void space was not verified at the time of the <br />site visit. <br />f. The exterior veneer and framing overhangs the masonry block wall 4 to 5- <br />inches on the south wall and the southwest corner of the house. The masonry <br />wall was built square, but it does not line up with the construction of the <br />existing house. <br />g. There are vertical cracks in the stucco veneer on the west side of the house. <br />h. There are diagonal cracks from the windows on the north side and south side <br />of the house closest to the west end of the house. Some of these cracks <br />daylight through the wall and are visible from the interior and the exterior of <br />the house. <br />The back quarter of the house is sloping down towards the west wall of the <br />house. <br />STRUCTURAL REVIEW <br />2. A structural analysis and review was completed of the current condition of the west <br />wall of the house and the following items are noted: <br />a. We were unable to verify all the constructed condition of the temporary <br />frame wall supporting the main floor framing at the time of the site visit due <br />to the wall coverings in place. However, based on the visual observations it <br />appears the sill plate is not attached by anchor bolts or nails to the block wall <br />below. This is an unstable condition and needs to be addressed. <br />