Design drawing ?

I'd do it every 5 bays and wing tie it also. It's only three lifts high.
 
Can't tie it as steel work has to be painted an cladding has to be cleaned , good old fashioned pinch tie won't work with a jobs worth from the council I guarentee
 
Debris netting never needed a design, just needed aberdeens on the braced frame. Buttresses do need a design, but at only 3 lifts rakers would do the job as long as you do them right and every 6 bays.
 
Unless i am reading it wrong it does say that independents should have ties evenly distributed and this applies to unclad, debris netted and sheeted scaffolds. So as ties are not allowed here then he would have to go with the buttress or the rakers at alternate standards?
But as usual aom I will bow to your greater age if i am wrong.
 
I've added price for a drawing anyway , you just know with a job on a council building they'll be crawling all over it an probably sitting in a car with a camera when it goes up
 
Sorry, mixed my rakers up with my brace.:embarrest:

Every other standard is right but I prefer to fix them in pairs.

Still right about the design though.:cool:
 
Only if he is from London, you boy's have a patent pending.
 
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