Does anyone model void boxes under concrete grade beams and/or slabs? According to the BIM Forum LOD Specification, void boxes are considered level 350 (see image below). Therefore, technically, there's no obligation to model this under most standard contracts.
On the other hand, it would seem like the benefits (time saved on detailing, and multi-disciplinary coordination) far outweigh the risks. Thoughts?
On the other hand, it would seem like the benefits (time saved on detailing, and multi-disciplinary coordination) far outweigh the risks. Thoughts?
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