On this project we conducted a field survey and engineering analysis of the bay affected directly
by the roof collapse as well as adjoining areas
Here we conducted a field observance of the affected areas to estimate the present loads in coordination with the Client. Then we performed an engineering analysis to determine the adequacy of the existing pergola framing based upon the new location and modifications. Lastly the pergola framing modifications and relocation were designed based upon the new location provided by the client.
On this project we performed an engineering analysis to determine the adequacy of the mounting connections provided by the Client
We worked on this church by designing the CMU & wood framing on the two-story addition to the existing structure. The slab and foundation was designed for a shallow foundation system.