Structural · S-XCDW6

Condition at Hss Bearing and Curtain Wall

Materials

Steel Timber / Wood Glass / Glazing Metal (misc.)

Elements

Beams Walls Curtain Walls Roofs Parapets Ceilings Decks Arches Connections / Plates

Connections

HSS Connection Welded Connection

About this detail

Hollow structural section bearing and curtain wall interfaces utilize a broken back hollow structural section beam with a full penetration welded dog-leg for roof sloping spandrel framing as required. A typical metal roof deck bears over steel joists and steel beams, with steel stud framing and connections provided by the supplier. Fillet welds of five-sixteenths inch connect the hollow structural section to the beam, and one-quarter inch welds are used at hollow structural section-to-hollow structural section connections. An HSS 5x5x3/8 blocking is integrated at typical conditions, with drift track connections designed to accommodate vertical deflections and horizontal seismic drifts as noted in the general structural notes. Curtain wall and glazing systems coordinate with architectural requirements to maintain movement allowances.

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