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Iv been doing morrisons stores around the country.they require differant jobs all the time but I was asked to do job 4m x 1lift.job was over a fire escape so I made it 6 boards wide.happy days took 45mins .job was tidy all safe.so we traveled 2.5hours to get back to cardiff.had phone call of site manager.when he was on the phone it sounded like the whole world is ending or some one has died."idiot" .he made me travel all the way back there to change it as it wasn't to tg20. I'm pretty good with safety.but I didn't no that a 6 board scaffold wasn't allowed.iv tried looking for information on this all I can find is scaffolds being 4+2 or 5+1.i can't actually find information saying I can't do 6 board scaffold.if anyone has any info from simian or from nasc or any other safety companies can u post it for me.thanks
1more thing I don't understand why they allow a 1.5m loading bay to be 6 boards wide but not independent
Any info much appreciated
Cheers
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Thanks mate thats what iv been looking for I'll get drawing done for 6 board scaffold follow the spec then change length to suit.Unfortunately NASC have whipped the rug out from under your feet.
Under BS5973 you could build scaffolds up to 50m high with 6 boards without a design provided that the bay length was 1.8m or less. In fact it allowed up to 8 boards wide.
TG20 says explicitly that if you have a scaffold wider than 5 boards 'a special design is required' - see Operational Guide section 6.4.
Compliance sheets are only good for scaffolds up to 5 boards wide so you can't build 'independent scaffolds' like yours without a special design.
You can build interior birdcages to carry general building loads (2.0 kN/m2) with widths up to 7 boards and lengths up to 1.7m but you're outside here so you can't call it an interior birdcage - OG section 12.3.
Loading bays can only be 5 boards wide without a special design so you can't call it a loading bay - OG section 12.3.
A two paragraph design for the transoms and ledgers would show that what you had built was safe. That is within the capability of any site engineer - it drives me mad that most contractors don't employ experienced people to do it and that those who do won't allow them to do it. What would your site manager have done with the design if he had it - probably wouldn't understand it, possibly pass it on to someone else to check and criticise and then end up filing it after the scaffold was struck before it had been agreed!!!! Of course, he would then have an excuse for not paying you wouldn't he?
Grumpy Old Engineer.
only thing is that was in 2008.nice oneGoogle- Code of practice for access and working scaffolds (H&SA) Pages 73-88-98-99 worth looking at for 6 board info.
Isn't TG 20 from our self appointed Lords and Masters at NASC just guidance?......
Yes fella
Technical Guidance on the use of BS EN12811-1
The adoption of an approach different to the TGD's is not prohibited, provided that the approach meets the requirements of the Regulations.
Its my understanding that the regs we work to our "best practice" and not law.