Structural · S-NNRND

Maintenance Tie-Off Plate at Existing Steel Column

Materials

Elements

Columns Beams Arches Connections / Plates Reinforcing

About this detail

A new one-half-inch thick plate is welded to the flange of an existing structural steel column with five-sixteenth-inch fillets on near side and far side. A new maintenance tie-off is centered on the plate with a five-thousand-pound maximum ultimate loading capacity. A galvanized antenna farm post is supported by a supplemental beam as detailed per plan. The tie-off height is positioned two feet six inches above finished floor maximum, with post base connection information referenced on another sheet.

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