Base slab (Rough)
ARC-SLAB-BASE
Rough dimensions according to structural engineering for base slabs in design development and permitting stages.
Description
- Coarsely dimensioned base or raft slab according to the structural concept.
- Used for coordination between architecture and structural engineering, not for execution planning.
Modelling guidelines
- Model as a simplified volume; split at component boundaries.
- Do not model reinforcement, foundation details, or layer build-ups.
- Early: concept via sketches as structural sketch in the architecture model; verify exclusion zones from the structural engineer.
- Later: align the same components with Reference in the structural model as well.
- Use an IfcMaterial that corresponds to the actual material class.
Attributes
| Name | Description | Unit |
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| ObjectType |
Marks the base slab. Allowed values
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| PredefinedType |
Marks the base slab. Allowed values
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LoadBearing
Pset_SlabCommon |
Marks the element as a load-bearing component in the architecture model. Allowed values
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GrossVolume
Qto_SlabBaseQuantities |
Gross volume of the modelled base slab. |
m³ |
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Status
Pset_SlabCommon |
Element status for coordination on existing buildings. Allowed values
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ElementStatus
ePset_ElementStatus |
Element status for coordination on existing buildings. Allowed values
Note
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CostInterface
ePset_Cost |
Cost interface of the component - base building or tenant fit-out. Allowed values
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AwardInterface
ePset_Cost |
Award package of the component by three-digit BKP code - so interfaces between contractor packages become visible. Allowed values
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PlanningInterface
ePset_Cost |
Planning interface of the component by three-digit BKP code - so responsibilities between planning disciplines become visible. Allowed values
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BelowTerrain
ePset_Cost |
Marks whether the component is below terrain. Allowed values
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EbkpH
ePset_Cost |
eBKP-H classification according to SN 506 511 - derivable from IsExternal, LoadBearing, and BelowTerrain. Allowed values
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