Raising a completely constructed roof with MEP equipment.

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MadWulf

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I am working on a large auditorium project. The plan is to completely construct the roof at ground level, including all MEP equipment. Once completed the roof will be jacked up 40-50 feet to the final location. At this point the supporting structure will be constructed underneath and the building enclosed.

My question is what concerns should I have when they are in the process of jacking the roof up? Deflection would be my biggest concern, but how much is acceptable? There is also the problem of keeping everything clean and dry until the building is fully enclosed.

Any help would be appreciated, and thanks in advance.
 
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