srt
Member
would like to hear your ideas and suggestions.
I plan to build a shop to allow me to pursue my hobby of auto maintenance and restoration. Initially it is planned to be similar to the plan attached here.
I will build the basic rectangle first, and include water, 220v electric (welder and compressor), and air plumbed throughout. It will be insulated and finished with sheetrock. Later (or if budget allows now) additions will include an asymmetric lift, mezzanine, and carports left and right of the basic rectangle. There is the chance I would install the lift in the bay to the left as the hill slopes downward on that side (extended footing) thereby allowing a larger mezzanine, or complete loft floor.
There will be a bathroom with shower most likely in the front right corner.
I have yet to work out engineering, but, I might scratch the trusses and opt for stick framing.
In view of a lift I know I need to decide which so I can deal with it's foundation requirements while the slab is going in, or I may just go overkill with two good sized footings bobby-pinned into a deepened slab. On the slab, it will be poured inside the perimeter footing that will either be stem-wall, or cmu to a height of 2' (to get 12 'plate height).
Well, what do you think? Please keep in mind I will appreciate your comments.
I plan to build a shop to allow me to pursue my hobby of auto maintenance and restoration. Initially it is planned to be similar to the plan attached here.
I will build the basic rectangle first, and include water, 220v electric (welder and compressor), and air plumbed throughout. It will be insulated and finished with sheetrock. Later (or if budget allows now) additions will include an asymmetric lift, mezzanine, and carports left and right of the basic rectangle. There is the chance I would install the lift in the bay to the left as the hill slopes downward on that side (extended footing) thereby allowing a larger mezzanine, or complete loft floor.
There will be a bathroom with shower most likely in the front right corner.
I have yet to work out engineering, but, I might scratch the trusses and opt for stick framing.
In view of a lift I know I need to decide which so I can deal with it's foundation requirements while the slab is going in, or I may just go overkill with two good sized footings bobby-pinned into a deepened slab. On the slab, it will be poured inside the perimeter footing that will either be stem-wall, or cmu to a height of 2' (to get 12 'plate height).
Well, what do you think? Please keep in mind I will appreciate your comments.
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