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March 23, 1988 Reference: Anoka Sports CeAter, Ramsey, MN Page 3 e) . natural C lar, - An underground natural gas service extended to the building will be supplied by the serving utility. c . M The exterior architectural design of the project will utilize painted, rock face concrete block with clear insulated glass window units set in architec- turally finished clear anodized aluminum frames. One pair of slimline alu- minum and glass entrance doors will be provided along the sports center west side. Exterior operable windows will be provided for the office areas. All windows and doors will be 1" thick tempered, clear insulated glass units. Three supplementary exterior service exits will be provided for the sports center and one supplementary exterior service exit will be provided for the storage building. One 8' -0" wide pair of doors will be provided for access to the display area. Exterior exits will be insulated hollow metal doors set in hollow metal frames. In addition, two painted overhead garage doors with steel bumper posts will be provided for the sports center and one painted overhead garage door with steel bumper posts will be provided for the storage building. A 6' high chain link fence will be provided around the exterior storage area located between the buildings and will include one 15' wide rolling.gate with four steel bumper posts protecting the gate open- ing. 4. G-ne,- 1 F A one -story sports center and storage building of approximately 10,500 sq. It. and 4,000 sq. ft., respectively, will be constructed. The sports center will support two spans of open -web bar joists and metal roof deck by means of 12" concrete block bearing walls in conjunction with steel lintels and columns along display areas and a steel beam and colon line running in the east - direction. Two 35 x 150' bays will be created providing a nomi- nal 12' clear height from floor to bar joists with a roof slope of 4" to the center of the building. The storage building will support single span open -web bar joists and metal roof deck by means of 12" concrete block bearing walls. The building will be provided with a nominal clear height of approxi�-retely 12' from floor to bar joists with a roof slope of 8" to the ea The building envelope (walls and. roof) will be insulated to conform to the U -value prescribed by the current Minnesota Energy Conservation Legislation. The values are .06 for roofs and .238 (average for exterior walls including glazed areas) . All exterior concrete block walls for both buildings will be insulated with Polystyrene bead core fill insulation above grade and rigid polystyrene insulation below grade. A 3--p1y built -up fiberglass felt, asphalt and travel roof surface over two lavers of insulation will be pro- vided for both buildings. r11 exterior flashing and fascia will be painted galvanized sheetmetal. Roof drainage for the sports center will be accomplished by two interior roof drains plu^b°d to ground level at the north side of the building. Roof drainage for the storage building will be accomplished by two exterior scuppers with dow:.spouts. A two year roofer's guarantee on all roofing work and flashing will be furnished. 161