Structural · S-8S5E6

Wall Perpendicular to Steel Roof Deck

Materials

Elements

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A concrete masonry unit wall with a bond beam terminates beneath a steel roof deck, featuring an HSS6x3x5/16 hollow structural section spanning continuously between roof members at eight feet on center maximum. Compressible fire-rated filler seals the gap between the top of the masonry wall and the underside of the fluted roof deck. An L6x4x3/8 by one-foot angle clip typical connects framing elements, while MC6x15.3 channel sections attach to each side of the concrete masonry unit wall. Fillet welds of one-quarter inch size secure the steel connections at each deck flute and structural interface.

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