] [Thread] [Date] [Author]

[truitt(--nospam--at)ashleyvance.com]

oops, checking this from home and didn't realize this was to the entire
seaint list!...thought it was a Peter I work with all the time! :)

Truitt


>
> if it is used for assembly, it should be 100psf live...this is old code, i
> will double check on monday in the IBC.
>
> seems high when a parking garage live load is 50, but if its a big party,
> the loads will far exceed a parking garage!
>
> Do i get to design this one?  Sounds fun!
>
> Truitt
>
>> What would be an appropriate live load to use on an elevated concrete
>> tennis court slab for private, single family home use? It will be built
>> on
>> a hillside, so there won't be any heavy equipment, only few people
>> playing. I'm also assuming that the deck can be used for private
>> parties.
>>
>> TIA
>> Peter
>>
>>
>>       ____________________________________________________________________________________
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>
>
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