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RE: FLAG POLE FOUNDATIONS in CA

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There are two options:

1. Chemical/Epoxy Anchors: contact Hilti Mfg. at www.hilti.com
2. J-hook Steel Rod (F1554 Gr.55) or Deformed J-bar (ASTM 615       Gr.65)


Thanks,

Ajay Mallik
Engg-Traffic and Lighting


From: "Teresa Dellies" <DelliesTM(--nospam--at)c-b.com>
Reply-To: seaint(--nospam--at)seaint.org
To: <SpragueHO(--nospam--at)bv.com>, <seaint(--nospam--at)seaint.org>
Subject: RE: FLAG POLE FOUNDATIONS in CA
Date: Fri, 21 Jan 2000 11:52:59 -0600

Anyone have any suggestions regarding the design of a flag pole foundation? I have several manufacturer's catalogs with ground sleeve installation details but I don't have experience with this... (do these ground sleeve details typically meet the requirements for UBC 1997 Section 1806.8.2.1 Non-constrained)? Here are the design criteria:
Location: Riverside CA
Height: 33'-0" nominal
Butt dia: 6"
Tip dia: 3.5"
Wall thickness: 0.188"
Windspeed w/flag: 100mph with 2.5 s.f.
Windspeed w/o flag: 170 with 2.5 s.f.
Cone tapered round pole
External Halyard
Hand Crank.



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