info@pinnacleinfotech.com
+1 713 780 2135
Location Clackamas County, OR, USA
Year September 2021 - December 2021
Project Area:200,552 Sq. Ft.
Architect:NA
Engineer:4
Contractor(S):NA
Owner:NA
Trades Covered:Concrete
LOD:400
Software:Revit 2021
Verticals: concrete contractors
The Eagle Landing project encompasses a total area of approximately 200,552 sq. ft. It is located in Happy Valley, Clackamas County, OR. The building consists of 4 stories and a roof level, with a mixed-use community landscape with ample parking space. The project demonstrates the application of BIM for mixed-use building projects in coordinating concrete requirements within a multi-level development. The client primarily required our team to work on the concrete trades for up to level 2.
Contractor(s):NA
Challenges: During the planning phase, there were no embedded submittals, which led to a lot of unsure assumptions. There was a risk of manpower crisis and potential misinformation on the estimation side as well.
Solution: We raised 13 RFIs and 10 query parameters regarding the drawing mismatches, which assisted the client in evaluating and confirming all the areas in the drawings that required correction. This included deriving close assumptions and identifying the areas that required clarification on various critical points of structural application. With this, we were able to expedite the overall coordination process with regard to the rebar and steel structure of the project.
We delivered the drawings ahead of the assigned time frame, providing the clients with ample time to review the drawings and note all necessary changes.
Our 3D concrete modeling services supported the development of the concrete model and related construction documentation.
Additionally, we provided the concrete quantity take-off, which aided the clients in their estimating process.
Our approach also reflects the role of BIM services for concrete contractors in supporting coordination, drawing production, and bim estimation requirements.
1. Foundation plan drawing
2. Foundation section drawing
3. Isometric view of the model
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