I do not think that you will find it as a code requirement.
Regards, Harold Sprague
> Date: Mon, 21 Sep 2009 16:57:08 -0500
> From: admin@structuralae.com
> To: seaint@seaint.org
> Subject: Min Collateral DL
>
> I am having one of those moments where I know I read in ASCE 7 that
> minimum collateral dead load is to be taken as 5 psf, but I just can't
> find it now. Does anyone know off hand where that is mentioned?
>
> - Jeremy
>
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