In the big scheme of things I'm looking to build a new workshop to replace two old ones. The logistics of this gives me nightmares as both are full and I really can't face the idea of decanting everything to another site. The existing buildings are single story and the new replacement will also be but slightly taller.
My cunning plan is to try and partially build the new workshop around and over the existing prior to removing them. My thoughts are to dig new foundations along sides 1 and 2 on the attached sketch and then build walls on both. These would include steel frame stanchions. Unfortunately side 3 is against a boundary so here I was proposing to carefully break-out areas of the slab and cast local pads to suit steel stanchions. The roof would then be locally removed to allow the install of these. Spanning roof trusses would then be installed between sides 1 and 3 and a metal roof fixed. This would at least allow the area to remain nearly water tight. Then the existing roof would be removed together with the old wall along side 3. A new strip foundation would then be dug along side 3 in between the stanchion pads. The scheme is further complicated as there is about 300 mm difference in the floor levels of the two workshops so this would also need addressing in stages. The un-numbered side will be mainly doors (access and pedestrian).
My questions to any of the members who do this sort of work are:
1. Does this sound a feasible way of working?
2. Are there any downfalls to doing the foundations in sections providing I allow suitable reinforcement starter bars between each?
Any genuine observations and comments welcome.
My cunning plan is to try and partially build the new workshop around and over the existing prior to removing them. My thoughts are to dig new foundations along sides 1 and 2 on the attached sketch and then build walls on both. These would include steel frame stanchions. Unfortunately side 3 is against a boundary so here I was proposing to carefully break-out areas of the slab and cast local pads to suit steel stanchions. The roof would then be locally removed to allow the install of these. Spanning roof trusses would then be installed between sides 1 and 3 and a metal roof fixed. This would at least allow the area to remain nearly water tight. Then the existing roof would be removed together with the old wall along side 3. A new strip foundation would then be dug along side 3 in between the stanchion pads. The scheme is further complicated as there is about 300 mm difference in the floor levels of the two workshops so this would also need addressing in stages. The un-numbered side will be mainly doors (access and pedestrian).
My questions to any of the members who do this sort of work are:
1. Does this sound a feasible way of working?
2. Are there any downfalls to doing the foundations in sections providing I allow suitable reinforcement starter bars between each?
Any genuine observations and comments welcome.