Hi,
Apologies for this question list.
I am going to build a couple of small single story extensions to my house here in Edinburgh and need some foundation advice. I used a draughtsman to get my plans and building control through but there is very poor info on what is required, he has not given enough design info regarding the foundations, the council are hopeless for advice, just repeat..see your designer.
All the founds are straightforwards apart from one side which runs beside a neighbours extension, this needs an eccentric loaded foundation(I am building right next to her wall) of 500 mm wide by 400 mm deep..this must connect to the rest which are 700X200 (600X200 seems more than enough,it is boulder clay here)
How to do the foundations if one side is to be 400 deep? should that be cast first and allowed to set ?
if so should I set some reinforcing bars in situ to cast onto next? or shutter that side pour it all and have the space where shuttering was (15 mm)?
I want to get founds in there asap as her ext is on a shallow trenchfill though the soil is very strong.
My draughtsman spec'd C40 concrete for all founds I think this is way way over the top,any views? the soil is type 3 stiff boulder clay, the house founds are 450mm to found base from ground level.
I need to do as much of this myself, is it feasible to rent a large cement mixer and pour my own founds (1.8m3) for the rear? I am worried about it setting too fast as I try keeping the mixer fed, plasticiser ?
what concrete mix to make? do i really need C40?
Thanks for reading,
Apologies for this question list.
I am going to build a couple of small single story extensions to my house here in Edinburgh and need some foundation advice. I used a draughtsman to get my plans and building control through but there is very poor info on what is required, he has not given enough design info regarding the foundations, the council are hopeless for advice, just repeat..see your designer.
All the founds are straightforwards apart from one side which runs beside a neighbours extension, this needs an eccentric loaded foundation(I am building right next to her wall) of 500 mm wide by 400 mm deep..this must connect to the rest which are 700X200 (600X200 seems more than enough,it is boulder clay here)
How to do the foundations if one side is to be 400 deep? should that be cast first and allowed to set ?
if so should I set some reinforcing bars in situ to cast onto next? or shutter that side pour it all and have the space where shuttering was (15 mm)?
I want to get founds in there asap as her ext is on a shallow trenchfill though the soil is very strong.
My draughtsman spec'd C40 concrete for all founds I think this is way way over the top,any views? the soil is type 3 stiff boulder clay, the house founds are 450mm to found base from ground level.
I need to do as much of this myself, is it feasible to rent a large cement mixer and pour my own founds (1.8m3) for the rear? I am worried about it setting too fast as I try keeping the mixer fed, plasticiser ?
what concrete mix to make? do i really need C40?
Thanks for reading,