A concrete construction joint oriented parallel to the metal deck is positioned between one quarter and one third of the span length away from the girder centerline. The joint features a roughened concrete surface interface directly over the corrugated metal deck. Reinforcing steel extends across the joint with a specified lap length per standard details, with welded wire reinforcement detailed on sheet S0.0.1. The composite floor slab rests on a steel girder framing member.
"L" TO GIRDER CL OF GIRDER GIRDER ROUGHEN SURFACE METAL DECK REINF CONSTRUCTION JOINT PARALLEL TO DECK "L"/4 TO "L"/3 LAP PER / 2 S0.1.1 ( AT WWR) S0.0.1
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