Page 23 - Bernardon Proposal for Design Services-1010 Grant

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BUILDING INFORMATION
MODELING
DCI+MacINTOSH’s model may exclude geometric information that is defined by others including, but not limited
to: slab edge dimensions, MEP opening size and location, slab slopes and depressions for drainage, and
deferred submittals.
DCI+MacINTOSH anticipates a BIM kickoff/coordination meeting will occur prior to DCI+MacINTOSH starting
the structural model. The meeting should have representatives from all consultants involved in the BIM process,
including but not limited to architectural, structural, MEP, and contractor.
The following is a list of anticipated deliverables:
SCHEMATIC DESIGN:

 DCI+MacINTOSH will provide redline edits to architectural drawings and hand-drawn sketches, 2D
drawings, and/or narratives describing the primary structural systems for use by the architect in
developing the initial Revit® model. Schematic information will generally include type, orientation,
approximate spacing, and the depth of typical framing; column and/or bearing wall locations and
approximate sizes; and approximate footing sizes for typical structural elements. The architect is
assumed to be the Model Element Author (MEA) of the initial model for use during Schematic Design.
 At the end of Schematic Design, DCI+MacINTOSH will provide 2D drawings prepared in Bluebeam®,
AutoCAD®, or Revit® in the form of an overlay on the architectural drawings with line and text
annotations.
DESIGN DEVELOPMENT:

PDF of Revit® Model
 Once the structural grid and core elements (architectural floor plans) are solidified, the structural model
will be set up with the Primary Structural Frame defined and modeled. DCI+MacINTOSH is assumed to
be the Model Element Author (MEA) of the primary structural model elements for use during Design
Development. Certain elements within the model may be copy monitored during the Design Development
phase prior to DCI+MacINTOSH taking ownership during the Construction Document phase. The model
will typically contain:
o Typical footings, foundations, and slab-on-grade (the architect owns slab-on-grade edges).
Minor slab recesses, slopes, etc. may not be modeled.
o Columns, bearing walls, shear walls, basement walls, etc.
o Wood & cold formed steel (CFS) 3D elements indicating bearing and shear wall lines (the
architect owns wall envelopes). Individual studs, posts, and headers within the typical wall
assembly will not be shown.
o Braced frames – locations indicated by line symbols.

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