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)
Engg-Traffic and Lighting
From: "Teresa Dellies" <DelliesTM(--nospam--at)c-b.com>
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