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RECOMMENDATION 05: The exterior column supports should be reviewed -in an individual basis. Those located at floor depressions and those not supported on level undisturbed concrete pads should be replace with round or square concrete: piers extending to frost depth. The need for a spread footing at frost depth should be investigated. During this replacement, the structure should be raised so the floor Is level with the rest of the main floor. WE WILL: Replace the deteriorated supports as listed below. The new supports will be built as shown on the attached sketch dated I0/14/88 Replacr supports numbered 1 thru 10 and 22 thru 34 We• w►ll also level the floor during this process RECOMMENDATION •6: The floor beam behind the main porch steps should be r►-p l a(l-d .►1 ong with Its supports. Again, raising the beam to its groper elevation should correct the apparent floor and roof depressions. WE WILL: Replace the beam and supports ano level the building. We'll also build a new treated wood stoup as shown on the enclosed sketch. RECOMMENDATION #7: Hold down anchorages should be provided at the new column supports around the perimeter and the disconnected braces reconnected. WE WILL: Install hold downs as shown n- attached sketch dated 10/14/88 and will reconnec► the braces RECOMMENDATION 88 The crawl space 's open to the, exterior. This, together with t.h positive drainage away fro■ the lodge, has kept the floor framing members apparently .icy and free of deterioration. A well ventilated crawl space should be maintained. WE WILL: Reinstall the existing chain link fencing around the crawl space. Sincerely, Larry Sharpe Committee member LS•ng