Pocster

I have a tape measure tattooed on my penis . I now measure massive things with ease ! ?

8 weeks work and 5k ?

I’m going to get sig to do everything. I simply haven’t got the impetus to do the screed even - sig said they can recommend someone .

Oh I don’t doubt it . The water level will effectively lower now . My back aches - filling up a 10 yard skip ?

Yes . So the lower bit is the 30mm reinforced concrete on the rubber . sig said to get back this was fine ; then screed a fall

Breaking my back ( and heart ) to rip it up but almost there !

Guy from SIG has been Said it’s not the worse he’s seen - Christ knows what he’s witnessed !!! 25 year warranty I like that a lot !!!! He didn’t seem concerned or worried about any element....

I’m in Edge magazine many years ago ; oh and BBC micro user ....

I feel better reading that . I’m only 4 years in - happy days !!! ?

My architect presumably just thought "it's a rubber roof" - had no idea and no design for the 'details". Forget about the original 'roofers' abysmal error - they obviously didn't take into account the detail also and just bodged it. Cash job ; so that's my bad...... ? The 3 guys today must more conscious of the complexities . So now I have something to go on can judge SIG tomorrow......

Right! Had many a "roofer" out. Today a guy from about a week ago wanted to view again with 2 technical guys. They were speechless. Said it was the worst rubber install ever. The site is unique and non-standard and that the architect was wrong to insist on rubber. The 'details' at the front (around gate posts etc.) being the main issue of concern. They looked for a good hour - pulling many faces. Ultimately they seemed to agree that it could 'probably' be done with a liquid membrane . SIG are out tomorrow - be interesting too see how shocked he will be!

I will - appreciated .

Ok ! will sort it cheers

Hey all So what’s the best way to fill in this dug out concrete around the rebar ? Need to do it before frost gets in there Assume just a concrete mix will shrink and crack ??? . Cement with chipping perhaps ??

Looks well smart ! ?

Not much at all ; few hundred pounds

Statement and killer ‘lawyer ‘ mode operative . Post it all off tomorrow with the court hearing fee .

??????????

Oh I know it’s to cost !!

Thinking of calling these http://www.singleply.co.uk/resources/roof-refurbishment-cpd/ Because they design a system to suit

He’s checked what I’ve done . So I call him in when I have an issue or when he decides at what stage he wishes to visit . So timber frame up , roof on etc etc

Oh I’m not ! Problem is Architect is very quiet . One roofer said the problem was the architect just states EDPM- but of course doesn’t understand the detail .....

Going round in circles here ! I was thinking the gates at the front etc are the detail issue with EDPM. The gates are past the under ground dwelling I.e beyond the exterior wall . I could therefore put blockwork back from that for the edpm ; so it’s just a simple edge .

Another roofer said only system to use for this job is hot melt bitumen ( not to call it ashfelt ) . He was honest and said their systems EPDM and a liquid pvc were no good . Said he’d send me the details of the firm . GRP he confirmed would crack .

He said grp would potentially crack . Edpm I think has been ruled out because the detailing round the gates / entrance etc can’t be done . GRP makes this bit easier though .