A concrete panel connection utilizes two number 6 drag bars, four-foot zero-inches long with ninety-degree bends as required, extending into the assembly. The assembly incorporates one-half-inch side plates spaced twelve inches vertically with six inches between them, flanked by three-eighths-inch plates extending past the side plates as required to obtain the necessary weld length of reinforcement. An end plate of one-half-inch by panel thickness is tied into the configuration and connects to an angle ledger sized per sheet J/SD5 via a one-quarter-inch fillet weld. A field weld symbol indicates one hundred percent penetration typical, and a detail callout references J/SD2 for further coordination.
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