TOTAL COST II ELMER, CMR AREA (Continued ) QUAN. UNIT "TOA DESCRIPTION OF PROPERTY UNITS BUILDING 344 (Continued } from floor to eave, and 25'-0" high from floor to ridge. This portion of the building, rests on reinforced concrete faotings which are 3'-2" below grade and 2'-7" above grade. It is of rigid steel frame "Butler"-type construction with corrugated aluminum siding and roofing, and is separated into two rooms by an 8" thick x 8'-0" high reinforced concrete wall. The remainder of the wall is of 2" x 6" wood stud and 1/2" plywood construction. The north room rests on reinforced con- crete foundations which are 2'-10" below grade and 2'-7" above grade and has an 8" thick reinforced concrete floor. The south room rests on foundations which vary in depth from 2'-10" to 8'-3" below grade, and is 2'-7" above grade at the west and south walls, and 8'-8" above grade at the north and east walls. (It is the footing at the north which serves as the 8'-0" high wall which separates the two rooms. ) This room has an 8" thick reinforced concrete conductive floor. The remaining portions of the building are of wood stud and corrugated aluminum over plywood siding construction, and consists of various equipment and utility rooms. Special reinforced concrete foundations, pits and trenches are provided for equipment. The building contains Lighting, explosion-proof lighting, a communications syater, two lavatories, two toilets, a work bench, and all the required fresh water Lines, salt water lines, oil lines, sanitary sewer lines, compressed air piping, ventilating ducts, blast plates, boiler plate shields, distribution panels, and all necessary electrical and mechanical conduits and fixtures. foundation, 19'-0" in diameter, an average of 28-5/16" wide, and 2'.6" deep, supports a large gas holder tank which is furnished by e9nL the User. XIGNGddV To the south of the building 4 hexagonal-shaped reinforced concrete