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Dan and Martha Cummings <br /> June 17, 1998 <br /> Page Three <br /> 5. Wall systems of the garage and house have both been racked by the falling trees, <br /> particularly the rear corners of the house and garage. Due to the existing severeness of <br /> misalignment and out-of-plumbness, the structural capability of the current nailing of the <br /> insulating board sheathing to the existing stud is minimized. Therefore, placement of <br /> new structural wall wood panels to provide diaphragm and rigidity to the resist wind is <br /> mandatory. <br /> 6. Severe water damage occurred in the rear wall of the house causing damage to the wall <br /> system including misalignment, penetrated vapor barriers, wet insulation and wet floor <br /> sheathing. Repair of these items must be addressed. <br /> 7. Misalignment of the wall systems has caused windows to bind and operate improperly. <br /> Repair will be required. <br /> 8. Sheetrock and other interior surface finish damage has occurred and will require repair. <br /> Some further damage may occur during repair of the structural frame system. <br /> 9. The wall supporting the roof system between the dining room and kitchen is a non-load <br /> bearing wall. Installation of a beam at the roof is not practical since the fireplace system <br /> cannot support wood structural members. <br /> 10. The floor in the kitchen and dining room slopes to the fireplace. Further structural <br /> investigation of the floor support system will be required. Repair of this will be required. <br /> CORRECTIVE MEASURES <br /> 11. The following corrective measures aze required to provide a structurally adequate and <br /> sound structure in accordance with the Code: <br /> a. Shore structural elements as necessary. <br /> b. Remove damaged gazage roof. <br /> c. Remove house roof structural system except living room roof (it may be more <br /> economical to replace entire roof of house and garage). <br /> d. Construct new roof system with clear span trusses with overhangs to match <br /> existing on existing bearing walls. (Wall between kitchen and dining room is <br /> non-load bearing.) Use H-1 clips for all roof plate connections. <br /> e. Ensure proper connection between roof trusses and top plate throughout entire <br /> structure. <br /> f. Repair masonry foundation as necessary and ensure proper connection between <br /> wall and plates at garage. <br />