Structural layout for a ground floor foundation and column application in a residential reinforced concrete karkas project. It specifies C30/37 concrete grade and B420C reinforcing steel throughout the assembly. The plan includes detailed column schedules for SZ-series elements, noting longitudinal bar counts and stirrup spacing (e.g., 44u03a68/15/7/10/10) for confinement zones. Raft foundation (radye temel) sections show a 40cm slab thickness (d=40) with specific chair (sehpa) reinforcement at 2/mu00b2. Technical data is provided for seismic parameters (Ss=0.920, S1=0.217) and soil conditions (ZB class) compliant with TBDY 2018. Includes full reinforcement tables with bar diameters (dia.), lengths, and total weights. Zemin kat temel aplikasyon planu0131 ve kolon detaylaru0131nu0131 iu00e7eren statik proje u00e7izimidir. C30 beton ve B420C u00e7elik su0131nu0131fu0131 kullanu0131lmu0131u015ftu0131r. u0130u00e7eriu011finde donatu0131 metraj tablolaru0131 ve deprem parametreleri yer almaktadu0131r
Ground Floor Foundation and Column Application Plan CAD Drawing
