Now that we're digging into the credit, we have questions on the assumed thickness for items that are a SF input. For example, we have mainly 12" thick foundation walls but a significant area where the wall thickness is 16" and 18" (shear wall). We are thinking of reporting those thicker sections twice to be more accurate but haven't found a reference for the assumed thickness.

Another comment from the support team. The project is in Revit and is modelled 3D. It is actually easier for them to give me CF than SF. It is something to consider for the future.