Structural · S-34HA4

Light Gauge Steel Hold Down Schedule

Materials

Concrete Steel Cold-formed Steel Timber / Wood Metal (misc.)

Elements

Columns Walls Shear Walls Floors / Slabs Foundations / Footings Anchors / Embeds Connections / Plates Reinforcing

Connections

Base Plate / Anchorage Welded Connection Bolted Connection Rebar Splice / Development Embed Plate

About this detail

This drawing provides a schedule and installation details for light gauge steel hold downs anchored to concrete foundations. The assembly incorporates MiTek TD8S hold downs secured to boxed jamb compression members consisting of two 600S200-54 studs using twenty-four number 10 screws. Anchor bolts are specified as seven-eighths inch diameter with a nine-inch embedment depth, featuring a double nut and four-by-four by one-and-a-half-inch plate washer embedded into the concrete footing or post-tensioned slab. Additional notes require pre-installing hold downs prior to welding boxed jambs, trimming stud lips as required, and providing number four U-bars at each hold down anchorage. The table details allowable stress design capacities alongside component sizing and screw counts for shear wall end conditions.

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