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01/19/2007 15:22 9549211496 CGA PAGE 10 SECTION 13125 ALL STEEL GABLE RESTROOM & OFFICE SHELTER TECHNICAL SPECIFICATIONS I. Design Criteria: Structure(s) shall be designed to be free standing, open air pavilion, in conformance with all applicable building code. Manufactured by RCP Shelters: PH: 800 -525 -0207, web: www.rcnshelters.com.; or approved equal. II. Scope: Rectangular picnic pavilion over a minimum slab thickness of eight (8) inches or greater to accommodate anchor bolts and structural members. Monolithic or thickened slabs are permissible for this project_ Shelter shall have a clear space, without a center column or open knee bracing. The contractor shall be responsible for unloading, temporary storage, soil testing (if necessary), site preparation, concrete slab, and erection of structures. Structure will be designed by professional, registered engineers. Restrooms shall be framed under specified shelter. Plumbing and electrical engineering included in package_ Plumbing and electrical rough -in shall be performed by owner or contractor. Plumbing and electrical. fixtures are to be supplied by the contractor. III. Eave & Pitch: Eave height to be minimum 7' -6" at columns. Roof pitch shall be 4:12. IV, Columns: Columns shall be structural tube steel with based plate, cap, and beam to column connection. The shelter shall be set on prepared concrete footings. Foundation will be designed and constructed to meet the local code and good construction practices for the specific site conditions. The structure shall be attached to the top of the concrete by use of four (4) anchor bolts per column as specified by the manufacturer. Anchor bolts, (supplied by GC), shall be hidden by the concrete pad. V. Frame: All structural framing shall be structural tube steel with end caps to form a clean, neat appearance with no place for bird nesting. Since all connections will bolt together, field welding shall not be required. Bolts shall be concealed within the tubing where possible. The steel frame and columns shall be ;Factory prime painted with a rust inhibitive modified alkyd pruner according to Steel Strictures Painting Council (SSPC- SP2) as outlined in RISC 6.5. VI. Column/Frame Finish: Steel columns and frame to be factory prime painted with a rust inhibitive modified alkyd primer according to Steel Structures Painting Council (SSPC -SP2) as outlined in AISC 6.5. The columns and frame shall be finished painted in the field with a weather resistant paint, supplied and applied by the contractor. ■ Factory Finish Paint: The columns and frame shall be factory finish painted with two coats weather resistant enamel paint. December 20, 2006 13125 -1 06 -5723