AR Ground Projection
Leverage native WebAR to simulate laying out excavation batter boards, marking anchor bolt lines, and visualizing continuous concrete structures directly on the lawn.
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WebXR Foundation Layout & Spatial Mapping Guide
Establishing the precise layout of a building's foundation is one of the most critical phases in structural engineering. A minor error of even a fraction of an inch at the layout stage can compound into structural failures, unaligned load-bearing walls, and zoning violations. This WebXR simulator acts as a digital batter board, enabling builders, inspectors, and engineers to overlay structural concrete boundaries, rebar configurations, and trench lines directly onto property lines before the first mechanical digger arrives.
1. ACI 301 Batter Board Setup and Squaring Mechanics
According to standard American Concrete Institute (ACI 301) specifications, layout stakes must be offset at least 3 to 5 feet back from the planned excavation edge. This offset is crucial because mechanical excavators require space to operate, and placing stakes directly on the planned trench edge would lead to their collapse during soil excavation.
Batter boards consist of horizontal wooden boards nailed to vertical stakes. Masonry string lines are stretched between these boards to represent the exact outer borders of the concrete slab or stem wall. To guarantee these strings intersect at exactly 90-degree right angles, the **3-4-5 Triangle squaring Rule** is utilized:
2. Foundation Types and Spatial Overlays
Different building structures require specific foundation designs based on local geotechnical soil reports, load specifications, and climate variables:
- Monolithic Slab-on-Grade: Typically used in warmer climates where the ground does not freeze deeply. The slab and perimeter footings are poured as a single monolithic unit. The AR overlay highlights the thickening edge perimeter (usually 12 inches wide and 12 to 18 inches deep) that transfers building loads to the compacted subgrade.
- Continuous T-Stem Wall: Typically used in colder zones subject to frost heave. A flat horizontal concrete footing is poured first (below the local frost depth line), followed by a vertical concrete stem wall that rises to support the floor joists. The AR view displays the outer footing bounds along with the center wall core and structural rebar dowel lines.
- Pier & Beam Grids: Used on steep slopes or soils with low load-bearing capacity. Bored shafts are drilled deep into load-bearing earth layers, concrete is poured inside, and concrete grade beams are cast horizontally on top to join the piers together. The AR simulator marks the center coordinates of each pier along with the grade beam structural core.
3. OSHA Trench Excavation and Soil Mechanics
OSHA standard 29 CFR 1926 Subpart P outlines rigid safety protocols for structural excavations. Any trench exceeding 5 feet in depth represents a high cave-in risk. Contractors must implement soil slope stepping (benching) or install structural shoring shields.
The AR trench line toggle overlays a dashed red boundary representing a **12-inch soil clearance envelope** on both sides of the formwork. This extra width is essential because it allows formwork braces to be properly staked, permits the installation of subgrade weeping drainage pipes, and ensures crew members can walk safely outside the timber forms to install anchor bolts.
4. Real-Time Dimension Calibration and R3F Sync
This simulator incorporates a **3D Real-Time Dimension Preview** powered by React Three Fiber (R3F). When you slide or type values in the dimension calibrator, the system executes real-time matrix transforms to update the 3D meshes inside the WebGL viewport.
Crucially, the virtual camera projection pyramid adapts dynamically. By calculating the hypotenuse distance of the foundation layout, the glowing projection vector boundaries adjust to match the corners of your planned building. This provides immediate visual feedback on physical constraints, helping builders detect setback conflicts on narrow property plots.