. Electric railway journal . ith 24-in. anchor bolts and to the intervening cast-ironcolumns with special clamps. The narrowest pits are 3 in. wide in the clear at posts and 5 ft. deep. The floor between the track rails is made up of a 1 :2 14mixture of concrete, using Portland cement, coarse sandand broken stone to pass a ^4-in. ring. This floor is 6 , reinforced with %-. twisted steel bars, laid 12 centers both ways. The ends of the transverse barsrest on the bottom flanges of the track rails and the longi-tudinal bars rest on two 4-in. x 3-in. x 5/16-in. angles con-necti


. Electric railway journal . ith 24-in. anchor bolts and to the intervening cast-ironcolumns with special clamps. The narrowest pits are 3 in. wide in the clear at posts and 5 ft. deep. The floor between the track rails is made up of a 1 :2 14mixture of concrete, using Portland cement, coarse sandand broken stone to pass a ^4-in. ring. This floor is 6 , reinforced with %-. twisted steel bars, laid 12 centers both ways. The ends of the transverse barsrest on the bottom flanges of the track rails and the longi-tudinal bars rest on two 4-in. x 3-in. x 5/16-in. angles con-necting the tops of the rail-supporting posts. The stairwaysat the ends of the pits are of cast iron with 9-in. treadsand 9-in. risers. Each track opening at the ends of the carhouse is fitted with a hand-operated Kinnear rolling steeldoor, and all openings from bay to bay through the curtainwalls are fitted with two automatic sliding fire doors con-trolled by fusible links. The roofs of all the bays are of similar design, with. Leavitt Street Car House—Interior of One Storage Bay, Showing Roof Lighting Automatic Sliding Fire Door inPartition Wall Between Bays tracks connect at the north and south ends by curves of37 ft. 6 in. center radius, with parallel ladder tracks lead-ing to the main north and south street tracks on LeavittStreet. A loop track connects the west ends of the laddersso that cars may be passed entirely around the outside ofthe building. Each bay is 48 ft. 7^2 in. wide between wallcenters, and is covered by a concrete roof with reinforcedconcrete girders spaced 17 ft. 9 in., resting on pilasters 2ft. 5 in. x 1 ft. 9 in. in horizontal section. The concreteroof is reinforced according to the Kahn system. All ex-terior walls are faced with vitrified paving brick laid incolored mortar. The walls between bays and the partitionwalls which sectionalize the utility bay are laid with Chi-cago brick. All foundations and footings below grade areof concrete, composed of one


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