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Mr. John Lanier <br />October 19, 1984 <br />Page 2 <br />There is no evidence of settlement of the existing foundation <br />nor any problems related to frost. The existing siding was <br />placed on the house at least 17 years ago and if this type of <br />problem existed the siding should be buckling or separating at <br />the juncture with the original house. The heat in the crawl <br />space underneath the present addition prevents the soils at the <br />exterior wall from freezing due to circulation of warm inside <br />air. <br />CONCLUSION <br />In our opinion, there has been no problem with the existing <br />footings due to frost penetration. As long as the crawl space <br />Is left open to the heated area of the basement, we do not <br />foresee any frost problems with respect to the present footings. <br />In our opinion, from a soils standpoint. It would not be <br />necessary to extend the footings to frost depth at this time. <br />RECOMMENDATIONS <br />To conserve energy we recommend that Insulation be installed on <br />the exterior of the foundation wall. The insulation should also <br />extend beyond the edge of the footing approximately 2’ to <br />minimize heat loss from the present structure. This should also <br />minimize the possibility of frost penetrating below the existing <br />footings. The Insulation selected should not absorb water. <br />Insulation should not be put on the inside face of the wall <br />since this could shield the foundation soils from the heat <br />source which has prevented them from freezing in the past. <br />Insulation could be placed at the top of the block wall between <br />the floor Joists to prevent heat loss in this area of the crawl <br />space. <br />We recommend that where concentrated loads will be carried down <br />through your present structure from the proposed addition, at <br />least 3* by 3' concrete pads which are a minimum of 12** in <br />thickness should be cast below the present footing level. These <br />pads should be a minimum of 42" below the present grade which <br />will result in pads approximately 18" In thickness. We