Gary
Stuart, Matthew wrote:
> Use the non-factored minimum local ground snow load for your flat roof
> snow load.
>
> D. Matthew Stuart, P.E., S.E., F.ASCE, SECB
> Senior Project Manager
> Structural Department
> Associate
> CMX
> 200 Route 9
> Manalapan, NJ 07726
> 732-577-9000 (Ext. 1285)
> 908-309-8657 (Cell)
> 732-298-9441 (Fax)
> mstuart@CMXEngineering.com
>
>
> -----Original Message-----
> From: Steve Mallett [mailto:steve@eascan.ca]
> Sent: Wednesday, November 28, 2007 9:43 AM
> To: seaint@seaint.org
> Subject: Freezer Building Roof Snow Load
>
> We are preparing design for a freezer building. I am aware of a freezer
> building that had a roof collapse due to excess snow load about 20 years
> ago
> in our region. During the investigation process, it was determined that
> the
> snow load was considerably more than the code design load.
>
> I am looking for references that provide guidance in determining the
> design
> snow load for a "super insulated" roof of a freezer building.
>
> Thanks,
> Steve Mallett
> Halifax, Nova Scotia
>
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