Footing tie beam and column detail layout showing structural foundation drawing with plan and section details. The drawing includes isolated footing plan F1 and F2 with 1200 mm by 1200 mm footing dimensions and reinforcement arrangement of 8 bars, 16 mm diameter rebars placed in both directions. Section drawings illustrate a footing depth of 1200 mm with a 300 mm base thickness and column connection extending above the foundation level. The layout clearly indicates column reinforcement with vertical bars and stirrups, along with a footing reinforcement grid arrangement used for load transfer and structural stability.
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