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Re: code require column impact protection in warehouse?

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Scott,
Thanks for the name and number.  FYI, Victor has retired and the new contact
is Douglas Banks at 603-862-2791.
Ken

Kenneth S. Peoples, P. E.
Lehigh Valley Technical Associates
1584 Weaversville Road
Northampton, PA 18067-9039
Phone: (610) 262-6345
Fax: (610) 262-8188
e-mail: kpeoples(--nospam--at)lvta.net

----- Original Message -----
From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, December 06, 2001 10:40 AM
Subject: RE: code require column impact protection in warehouse?


> Try Victor Azzi at the Rack Manufacturer's institute: 603-862-2217.
>
> Scott M Haan P.E.
> Plan Review Engineer
> Building Safety Division
> Development Services Department
> Municipality of Anchorage
> http://www.muni.org/building
> phone:907-343-8183
> fax:907-249-7399
> mailto:haansm(--nospam--at)ci.anchorage.ak.us
>
>
>
> -----Original Message-----
> From: Ken Peoples [mailto:kspeoples(--nospam--at)lvta.net]
> Sent: Thursday, December 06, 2001 3:39 AM
> To: seaint(--nospam--at)seaint.org
> Subject: Re: code require column impact protection in warehouse?
>
>
> Do any of you know if there is a similar requirement in BOCA or IBC?
> Ken
>
> Kenneth S. Peoples, P. E.
> Lehigh Valley Technical Associates
> 1584 Weaversville Road
> Northampton, PA 18067-9039
> Phone: (610) 262-6345
> Fax: (610) 262-8188
> e-mail: kpeoples(--nospam--at)lvta.net
>
> ----- Original Message -----
> From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
> To: <seaint(--nospam--at)seaint.org>
> Sent: Wednesday, December 05, 2001 7:44 PM
> Subject: RE: code require column impact protection in warehouse?
>
>
> > UBC 2222.5 "Lower portions of posts exposed to damage by forklift trucks
> or
> > other moving equipment shall have protective devices.  If not so so
> > protected the rack structure at the option of the building official: (1)
> be
> > designed to maintain its full design load capacity at allowable stresses
> > with the exposed capacity reduced by one-half, or (2)..."
> >
> > I assume this is not in the Rack Manufacturer's Institute standard since
> it
> > was written by the industry and it is coming to us fourth class book
rate
> > right now.
> >
> > Scott M Haan P.E.
> > Plan Review Engineer
> > Building Safety Division
> > Development Services Department
> > Municipality of Anchorage
> > http://www.muni.org/building
> > phone:907-343-8183
> > fax:907-249-7399
> > mailto:haansm(--nospam--at)ci.anchorage.ak.us
> >
> >
> >
> > -----Original Message-----
> > From: Ken Peoples [mailto:kspeoples(--nospam--at)lvta.net]
> > Sent: Wednesday, December 05, 2001 1:05 PM
> > To: seaint(--nospam--at)seaint.org
> > Subject: Re: code require column impact protection in warehouse?
> >
> >
> > Scott,
> > What is the "Storage Rack Code" that you refer to.
> > Ken
> > Kenneth S. Peoples, P. E.
> > Lehigh Valley Technical Associates
> > 1584 Weaversville Road
> > Northampton, PA 18067-9039
> > Phone: (610) 262-6345
> > Fax: (610) 262-8188
> > e-mail: kpeoples(--nospam--at)lvta.net
> >
> > ----- Original Message -----
> > From: "Haan, Scott M." <HaanSM(--nospam--at)ci.anchorage.ak.us>
> > To: <seaint(--nospam--at)seaint.org>
> > Sent: Wednesday, December 05, 2001 3:55 PM
> > Subject: RE: code require column impact protection in warehouse?
> >
> >
> > > Thanks Rick.  This is a good starting point.  Item 10 Vehicle barriers
> in
> > > table refers to section 311.2.3.5 which talks about barriers in
parking
> > > garages where there are 5 foot drop offs.
> > >
> > > The storage rack code requires rack columns to be designed for half
> > stresses
> > > unless they are protected against collision and I was asked if there
is
> a
> > > specific requirement for building columns in a warehouse.
> > >
> > > Scott M Haan P.E.
> > > Plan Review Engineer
> > > Building Safety Division
> > > Development Services Department
> > > Municipality of Anchorage
> > > http://www.muni.org/building
> > > phone:907-343-8183
> > > fax:907-249-7399
> > > mailto:haansm(--nospam--at)ci.anchorage.ak.us
> > >
> > >
> > >
> > > -----Original Message-----
> > > From: Rick.Drake(--nospam--at)Fluor.com [mailto:Rick.Drake(--nospam--at)Fluor.com]
> > > Sent: Wednesday, December 05, 2001 11:51 AM
> > > To: seaint(--nospam--at)seaint.org
> > > Subject: Re: code require column impact protection in warehouse?
> > >
> > >
> > >
> > > 1997 UBC, Table 16-B, Footnote 10, requires that vehicle barriers be
> > > designed for a lateral load of 6000 pounds.  If you have a building in
> > > which fork lifts are motoring around, it would be prudent to provide
> > > vehicle barriers for building columns.
> > >
> > > Rick Drake, SE
> > > Fluor Daniel, Aliso Viejo, CA
> > >
> > >
> > >
> >
>
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