Four typical steel deck welding conditions bear on structural steel framing members with specific edge distances and fastener layouts. The lap joint and butt joint configurations specify deck welds sized per schedule with a two-inch minimum dimension, including an option to substitute studs alternated across the deck butt splice. The deck direction change condition details studs where they occur and a deck weld sized per schedule with one and one-half inch and two-inch minimum edge distances. The deck offset condition incorporates a sixteen gauge continuous weld plate and three-quarter inch diameter studs at twelve inches on center, noting that at decks with concrete fill, the rib must be cut out and the deck split with studs provided per plan.
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