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Re: conc tiltup sign

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I'd use Cp=2.0.  For a real shocker, though, run out the numbers using the 
1997 UBC.

Bruce Resnick, SE
Parker Resnick Str. Eng.

In a message dated 4/3/99 4:34:29 PM Pacific Daylight Time, Mvpsc(--nospam--at) 

<< I need an idea for connection of a 24 "wide by10' long by 35' high 
 panel sign to the foundation. I am using cp=2.0 for sign but since the sign 
 is not part of the building structure I am considering cp=.75
 I will appreciate any comment