Structural · S-A9Y93

Typical Girt Connections at Level 2

Materials

Elements

Columns Beams Walls Facades / Cladding Floors / Slabs Arches Trusses Anchors / Embeds Connections / Plates

About this detail

Typical girt connections at Level 2 utilize a continuous five-sixteenths inch bent plate connected via quarter-inch fillet welds. Steel girts coordinate with steel columns beyond, featuring gravity connections to the slab edge and drift tracks designed to accommodate vertical and lateral deflections. Studs cantilever down below the slab without attaching to Level 1 studs to accommodate building drifts. The assembly incorporates CMU veneer anchored back to Level 1 studs and coordinated deflection tracks at the top of the inside wall.

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