Hi,

There is some major update w.r.t sites 90, 91 in Anjanapura 10th block further extension layout. If owners of these sites present in this group, pls DM me.

Thx
Shree

Hi all,

Can someone please share me the information how property schedule looks like in case of margin land adjoining BDA site.
I need to understand if BDA mentions this land as BDA land or something like that in chekku bandi/property schedule.

Thanks
Shree

Hi forum members, I am stuck at foundation level since weeks due to contractor issues. In the process of finding new one. But, I am facing another set of challenges due to second opinion of other architect in this process. My soil report says 140 Kn/m2 at 3 m, but structural engineer has assumed 140...

Pl suggest structural engineer in south Bangalore. I am looking for a second opinion on some structural aspects.

Thanks visualizer for your kind words.infact I visit everyday,but I had not spent enough time learning structural aspects. Also, due to lockdown project got delayed and I had lost touch. Engineer who gave me plans was visiting himself,but he is chalta hai kind of guy and now he is claiming 1 inch dr...

Hi, I am looking to change my labour contractor. Please share if you know any reliable and good labour contractor. Currently, SSM work is in progress.I have lost my peace of mind in last 2 months at every stage. I will write about learnings so that it may help others after some time as I am deeply d...

Thanks a lot Praveen. Great answer again.

Thanks a lot Praveen and Visualizer. Feeling like I should have chosen Praveen as architect and Visualizer for site visit(assuming he is willing to switch his current job )

Hi, I am looking for some information w.r.t size stone masonry. Is it mandatory for even RCC design where column/footings are expected to take the load? I have seen some constructions where plinth above a layer of 40mm jally. If ssm is necessary, what is minimum depth/no of courses recommended? Thanks

Initially, I designed my staircase based on this 2r+R and r+R 6-12, but later due to space constraints I decided to go for 6" rise and 11" tread, though architect suggested 6" rise, 10" tread. But, when structural design came out, he had placed 9" beam connecting 2 pillars reducing space available f...