Issac Colson
Construction Option
The Pennsylvania State University
Intramural Addition: Phase 3
(University Park, Pennsylvania)
PROPOSALS
Structural Breadth
Mechanical Breadth
The first breadth proposal is the mechanical breadth which will be a main driving point of Analysis 3: Alternate Mechanical System Analysis. This analysis will focus on prescribing a new system for IM Phase 3. After completing the Analysis 3, the most efficient system for the space will be chosen based solely on construction issues such as schedule, upfront cost, and a life cycle cost. From this point, the mechanical breadth analysis will begin. I will perform a detailed take off of the space to determine any notable features such as cubic feet of space, and the R values of materials in the space. I will then need to determine the recommended CFM, temperature, and humidity levels for a gym/athletic area. Once this is determined I will be able to apply mechanical tests to ensure that the system that was chosen can perform similarly, or better than the original mechanical system. The output needed by the system will also factor into whether the system will an adequate substitute. A look at vents and space needed in the ceiling, as well as other locations may yield more changes to the design of the system, and may cause a higher overall cost based on the conditions necessary for the space.
The second breadth proposal will come in the form of a structural breadth. Analysis 2: Alternate Façade Framing Analysis will be where the structural breadth is applied. Several options for framing will be explored by this analysis. Each different type of framing will need to be analyzed to not only support the load of the structure, but to also support the brick veneer that will be added to the framing. A detailed loading plan will need to completed as well as the spacing and design of the framing will need to be completed. They type of framing, that will be the most beneficial for the project. The exact type of framing that will be looked at will rely on the results of Analysis 2. Once the analysis is complete the structural analysis can occur. Load paths and load bearing will be analyzed from the original wall framing, and then translated into the new type of wall structure. The new system will have slightly different load bearing properties and may distribute weight into areas not previously designed for the weight. Changes may need to be made from this point to other sections of the wall as well.
The second breadth proposal will come in the form of a structural breadth. Analysis 2: Alternate Façade Framing Analysis will be where the structural breadth is applied. Several options for framing will be explored by this analysis. Each different type of framing will need to be analyzed to not only support the load of the structure, but to also support the brick veneer that will be added to the framing. A detailed loading plan will need to completed as well as the spacing and design of the framing will need to be completed. They type of framing, that will be the most beneficial for the project. The exact type of framing that will be looked at will rely on the results of Analysis 2. Once the analysis is complete the structural analysis can occur. Load paths and load bearing will be analyzed from the original wall framing, and then translated into the new type of wall structure. The new system will have slightly different load bearing properties and may distribute weight into areas not previously designed for the weight. Changes may need to be made from this point to other sections of the wall as well.
Final Proposal
Final Proposal (Revised)
