A continuous ledger angle is secured to a concrete tilt-up panel via an embed plate with stud anchors, sized per plan and schedule. A splice plate with a width 'W' and length 'L' connects structural elements at the panel offset, joined with a five-sixteenths inch fillet weld typical. Diaphragm chord angles are welded to each other at corner splices with no plate required, aligning along the grid line. A steel column and additional continuous ledger angle support the assembly as detailed per plan and schedule.
SECTION A-A WELD LENGTH 'L' CONCRETE TILT-UP PANEL SEE SCHEDULE NOTE: WELD DIAHPRAGM CHORD ANGLES TO EACH OTHER AT CORNER SPLICES. NO PLATE REQUIRED CONT. LEDGER ANGLE PER PLAN AND SCHEDULE A A SPLICE PL WIDTH 'W' GRID EMBED PLATE CONT LEDGER ANGLE, SEE PLAN & SCHEDULE TYP 5/16 TYP 1" STEEL COLUMN NOTES: 1.
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