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1399 Park Drive <br />September 12, 1988 <br />Page 2 of 2 <br />D) On the outside bearing wall, erect a concrete form on the inside <br />at least 4" from the inside of the outside wall. <br />E) On the outside and inside bearing walls, pour at least a 6-8" cap <br />on top of the wall. The greater height could be built if desired. <br />F) Re-inforced 4" added wall with No. 4 re -bars, 12" on center, in <br />both the horizontal and vertical directions. <br />G) Place (2) No. 4 re -bars continuous at the top in the cap, and (2) <br />No. 4 re -bars continuous at the bottom of the concrete cap, regardless <br />of the height of the cap. <br />H) Pour the caps and added 4" wall 1h 3,000 PSI concrete, also fill <br />all voids in the existing walls, liberally vibrate the concrete (this <br />vibration will make sure the all voids will be filled and result in a <br />very strong and adequate structure). <br />After inspecting the contruction that has already been done on the <br />site, they in no way intended on doing this as what was trying to be <br />created by the engineeâ–º- is to add a 4" thickness to the wall which would <br />allow this wall to be 12" thick, as required per Code (see Exhibit A). <br />Also shown on the nuildin3 plans, submitted to the Building Department for <br />permit, the wood structure above the ,existing foundation was to remain. At <br />this time, all of the we od structure has been removed from the building. <br />During the inspection, I have found the the 8" concrete wall does not have <br />a footing underneath as assumed by the structural engineer. This section <br />of the foundation remaining would have to be removed at this time. <br />Therefore, reading Resolution. #2463, Conclusions, Order and Conditions, "3. <br />It the Building Department's recommendation that the applicant move the <br />proposed structure so that it wili meet the 10' side setback and 75' <br />lakeshore setback requirements." <br />