Construction of our Stilt+G+1 project
Posted: January 17th, 2014, 12:32 am
Hi Folks,
We have started with construction of our Stilt+G+1 residential units which we propose to let out. The footings are done and we are at column pedestal level. I have the following queries and your comments will be appreciated.
1. Sump is to be located between two footings. What would be the ideal gap we should maintain between the sump wall exterior and the footings?
2. Is it fine if the depth of the sump is the same as the footings or should it be different?
3. The sand strike is delaying the project. How good is Robo sand (Manufactured/Grey Sand) for colulmns, sump walls etc? I have heard that is Govt. approved and extensively used in apartment projects.
Regards
We have started with construction of our Stilt+G+1 residential units which we propose to let out. The footings are done and we are at column pedestal level. I have the following queries and your comments will be appreciated.
1. Sump is to be located between two footings. What would be the ideal gap we should maintain between the sump wall exterior and the footings?
2. Is it fine if the depth of the sump is the same as the footings or should it be different?
3. The sand strike is delaying the project. How good is Robo sand (Manufactured/Grey Sand) for colulmns, sump walls etc? I have heard that is Govt. approved and extensively used in apartment projects.
Regards