Hi All
An interesting one - I am a surveyor (25 years Chartered until I got fed up with sending the RICS a £700 payment a year for nothing!) with 30 years post qualification experience and have previously 'built' big sheds, offices, 100+ bed hotels and large London resi schemes - 80 units+ at a time.
I am about to undertake a scheme of 3 houses (one of them being for me)...
Now here is the issue - on my previous schemes I have always had an established site team of PM and numerous site managers to deal with the day to day issues while was dealing with the higher level stuff - finance, letting and legals and the like. A scheme of 3 houses in northern Cambs is not going to stand such costs so I am it! I have drawn up our CPP which I am pretty happy with and have got the site set up sorted. It became apparent that none of the contractors here carry a valid ticket for our telehandler so I went and took the course last week (£1250!) so will take care of that. Not looking forward to offloading the brick lorry mind with the driver getting grumpy if I take my time - he will just have to suck it up I suppose.
My worry is that, while I have a great take on the 'big picture' stuff, my knowledge of the real detail items is limited - potentially a dangerous combo!
Main concern at the moment is floor makeup - we are using a Floorspan Efloor Plus beam and poly infill floor - Plots 1 & 2 (not to be mine) have 100mm poly sheet over with a 65mm screed to go on top - mine has a 150mm poly top sheet with u/f to go on top with a 65 - 75mm screed - it is doing my head in thinking about how this relates to the block coursing over the beam.
Anyway we got the P1 footings in Thurs / Fri of last week (I am up on the Fen north of Huntingdon and we have left it really last before the weather / water table makes the site unviable until next May!). P2 excavation tomorrow with mass pour on Tues with mine to follow Wed / Thurs with mass pour all day on Friday - worked mine out today as 68 cube into the footing...