Project Overview
This structural engineering drawing details reinforced concrete column foundations for the ‘Reconstruyendo Pacilla’ project (R-01). The plan illustrates the specific reinforcement configuration for pier/column bases, including:
Foundation Components:
– Foundation elements labeled as PM02 with multiple instances throughout the plan
– Reinforcement specifications showing 4Ø12 (four 12mm diameter rebar) for primary structural elements
– Stirrup details indicating Ø8@20cm spacing (8mm diameter stirrups at 20cm intervals)
– Emplantillado (leveling concrete) layer of 5cm thickness using G-5 aggregate
The drawing includes section details with critical dimensions: 125mm width components with 15mm cover protection. Vertical elements show 2Ø12 reinforcement with L=199cm length bars. The NPT (Nivel de Piso Terminado) reference indicates finished floor level at -0.10m from datum.
This technical document focuses on the structural reinforcement pattern necessary for proper load transfer from columns to soil, with special attention to rebar configuration and concrete detailing necessary for seismic compliance in accordance with regional building codes.
