Presidents Report_Diane Exter_Issue 05_210828

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The only way to determine the final scope and budget of the sub stantial renovation is to either (a) thoroughly investigate the full build ing ’ s structural health now or (b) wait until construction begins and deal with the issues at that time. Choosing this second option requires signifi cantly higher contingencies to be built into the budget. • Relocating staff to other locations as quickly as possible. • Significantly restricting member usage of the clubhouse . Therefore, the club requires more complete interim facilities to properly serve the membership. Brett Handler presented a complete budget and plan to the Board to accommodate the in creased requirements. The new plan is for the current Tik ky - ball courts to be the primary site for our “ alternative ” clubhouse facilities. These facilities will include a 9,000 sq. ft. tent (with valet service and a space large enough to host events), restroom trailers for members and staff, three specially constructed container kitchens totaling 2,300 sq. ft. (for food served or delivered on campus), and additional office trailers for F&B staff, Purchasing, Human Re sources, Staff lockers and Staff dining. Six temporary Tikky - ball courts are being set up on tennis courts 1 and 5 as we wait for the needed permits to con struct the 8 new Tikky - ball/pickleball courts and the additional tennis court in cluded in the new site plan. ALTERNATIVE FACILITIES Based on the above, we are:

• The flat roof and cupula over the li brary show pooling of water. This may be the source of moisture noted above. Additional analysis is war ranted. The Kitchen Coolers and the Men ’ s Locker Room Ceiling: • A new cooler system was added to the kitchen 15 years ago, without an appropriate vapor barrier. Moisture from the coolers has saturated both the floor beneath the coolers and the ceiling of the men ’ s locker room. The effect has been constant leaks and a musty odor. Eighteen months ago, in an effort to stop the leaks, closed cell insulation on the under side of the locker room ceiling was installed. This ended the leaks but encapsulated the moisture in the ce ment. The concrete and metal struc ture is not designed for this type of continuous moisture. Additional test ing requiring substantial demolition of the kitchen and locker rooms needs to be performed. The 19 th Hole Ceiling and the Sport Bar Floor: • The galvanized trusses holding up the Sports Bar are discolored and have significant rust. The trusses need to be tested for structural capa bility and, at a minimum, need to be sandblasted and recoated. This issue stems from moisture intrusion from the Sports Bar above. The structure was not designed for continuous moisture and additional testing needs to be done.