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3 years3 years
StructuralBIMGuy posted:
F5 instead of MGP10
StructuralBIMGuy posted:F5 instead of MGP10
Hey Annunox
The certified engineering details are for MGP10 ( a higher stress grade timber) , the builder will have to go back…
3 years3 years
Pulse posted:
F5 instead of MGP10
Pulse posted:F5 instead of MGP10
need to get your engineer approval or use AS1684 span tables to check. Mpg10 can substitute for f5 not other way around. Probably will be fine but should not have…
3 years3 years
Ashington Homes posted:
F5 instead of MGP10
Ashington Homes posted:F5 instead of MGP10
Annoux
I would recommend you talking to your structural engineer just to be sure, but F5 is standard in residential construction.
Also by laminating I am assuming he is going to install…
3 years3 years
aussieta posted:
Holes in the timber slats at frame stage - photos attached
aussieta posted:Holes in the timber slats at frame stage - photos attached
that is structually fine
not much you can do about it
there is a massive timber shortage at the moment
3 years3 years
building-expert posted:
Holes in the timber slats at frame stage - photos attached
building-expert posted:Holes in the timber slats at frame stage - photos attached
Send the photos to the relevant building surveyor and ask them to be taken into account when they inspect the frame for compliance
