The drawing illustrates a structural concrete connection featuring reinforced concrete grade beams with specific rebar configurations, including top and bottom bars and closed ties, adjacent to a pipe sleeve and masonry or wall transition. Dimensions, spacing, and concrete member sizes are clearly called out to guide construction of the foundation transition.
Text on the drawing
MAX 500 OD PIPE SLEEVE 1200 550 500 75 200 2-20M T&B, 10M@250 CLOSED TIES (2 LEGS) 4-30M T&B, 15M@250 CLOSED TIES (2 LEGS) 1-15M ES 1-15M ES
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