Structural · S-YMP58

Wall Perpendicular to Steel Roof Deck

Materials

Concrete Steel Masonry / CMU

Elements

Beams Walls Roofs Floors / Slabs Decks Bracing Connections / Plates

Connections

Bracing Connection

About this detail

A concrete masonry unit wall is positioned perpendicular to a steel roof deck. Hollow structural section members span continuously between roof members at a maximum spacing of eight feet on center, with compressible fire-rated filler provided at gaps. Channel shapes are attached to each side of the masonry bond beam, and angle connections utilize three-sixteenth-inch fillet welds. Additional support is provided by bent plates and angles anchored to the framing, maintaining required top-of-wall gaps.

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