This seismic joint detail connects a cast-in-place concrete slab at Level 1 to an existing building wall with a minimum 2-inch clear separation. A shaft wall assembly aligns with the expansion joint offset, fastened with a 4-inch stainless steel termination bar. The below-grade condition is designated as verify in field, with shoring and lagging coordinated to avoid the existing foundation.
PROPERTY LINE T.O. SLAB / LEVEL 1 SEE EOS SHAFT WALL TYPE, SEE / 4 A-401 CIP CONCRETE SLAB / 2 A-400 ALIGN SHAFT LINER TO EOS (E) BUILDING MIN 2" AT SLAB 1/4" 4" SS TERM BAR (E) BELOW GRADE CONDITION TO BE VIF SHORING AND LAGGING COORDINATED TO AVOID (E) FOUNDATION
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership