29/05/2026
Foundation Layout & Details
The foundation layout plan is organized with gridlines (A–E horizontally, 1–5 vertically) to ensure precise column positioning. The spacing between columns ranges from 3300 mm to 3800 mm, giving an overall footprint of 14,200 mm x 12,800 mm. Footings are categorized as CF-1 and CF-2 (both 1500x1500x300 mm), while RF-1 is used at corners and edges for added stability.
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🔩 Reinforcement & Footing Sections
- Spread Footing: Reinforced with T12 bars placed at 150 mm spacing both ways, with a concrete cover of 75 mm. Minimum lap length is 60d, ensuring proper continuity.
- Wall Footing: Designed with 200 mm wall thickness, 650 mm depth, and reinforced using T12 bars and T8 links.
- Typical Section: Shows a total height of 1100 mm, continuous reinforcement, and proper anchorage for durability.
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📐 General Specifications
- Concrete Grade: Fc = 28 MPa (Class C), suitable for Pakistan Seismic Zone 2B.
- Rebar Grade: Grade 60 (fy = 420 MPa).
- Soil Bearing Capacity: qₐ = 150 kN/m² (to be verified onsite).
- Codes & Standards: All work follows ACI 318 and (PBC).
- Construction Notes: Soil must be compacted, water table checked, and minimum 75 mm cover maintained for all faces.
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⚙️ Integrated Purpose
This drawing ensures:
- Accurate planning through gridline-based layout.
- Safe design by adhering to seismic zone requirements.
- Strong foundation with reinforced footings and soil preparation.
- Quality construction aligned with international standards.
- Lasting performance through proper detailing and cover protection.
This plan is essentially the blueprint for stability, ensuring the building can withstand loads and seismic activity while maintaining long-term durability.
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