Hebel overhang
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Just wondering if anyone else had issues with Hebel overhang? Some of my panels are overhanging the slab by 50mm well over the allowed 25mm. How was it rectified? TIA
WaldorfMM
That is but one solution make sure any steel angle section & Bolts are Hop Dipped Galvanised..hth
That is but one solution make sure any steel angle section & Bolts are Hop Dipped Galvanised..hth
well they certainly didn’t do that. I know they put some sort of cement to widen the slab and then rendered over it. Have asked my building surveyor to reinspect.
http://anewhouse.com.au/2014/02/overhanging-brickwork/[/quote]
http://anewhouse.com.au/2014/02/overhanging-brickwork/[/quote]
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In the end, two pieces of treated timber (20mm thick) were bolted onto the joists and planed when there was too much sticking out. Passed inspection.
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Thanks Ardo, they are sort of semi concealed. I think it is only a few millimetres. I see if they can adjust the hinges.
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