Structural · S-D2YJR

Reinforcing Lap Length Schedule

Materials

Concrete Reinforced Concrete Steel Masonry / CMU

Elements

Beams Walls Partitions Floors / Slabs Foundations / Footings Anchors / Embeds Connections / Plates Reinforcing

Connections

Rebar Splice / Development

About this detail

A concrete masonry unit partition wall bears on a wall footing and connects via vertical reinforcing dowels drilled and epoxied into the footing with Hilti HY150 adhesive. A bond beam occurs at the base of the wall above a concrete slab-on-grade with subgrade preparation per structural notes. Vertical rebar is spliced with lap lengths determined by the accompanying rebar lap splice schedule for single and double mat configurations based on masonry compressive strength and steel grade. General notes specify that number 3 rebar uses 40 ksi grade steel, reinforcement larger than number 9 requires mechanical connections, and K-factors govern single and mat clearances from 6 to 10 inches.

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