Comprehensive structural drawing set for fire and domestic pump house facilities at Modjo Dry Port, Ethiopia. The plans detail reinforced concrete frame structures designed to ES EN-2015 Ethiopian building code with seismic design parameters (0.15g ground acceleration, spectrum type 1, importance class II). Structural elements include C25/30 concrete foundation, columns (300x300mm with 8Ø20 reinforcement), beams (250x500mm and 250x700mm with varying reinforcement), and concrete slabs (100-180mm thickness). Foundations feature lean concrete (C12/15) underlayment with proper excavation specifications. Detailed reinforcement schedules show primary bars (B500BWR grade for Ø>10mm) and stirrup arrangements (Ø8@100/200mm). The structures incorporate masonry walls with reinforced concrete lintels and specified earthquake-resistant detailing for beam-column connections, highlighting the critical interface between foundation stability and superstructure integration.
Fire and Domestic Pump House Structural Plan with seismic Design
