Normally code references are not required for these types of welds, however for fillets size, you can specify thickness of thinner member to be joined or 6mm which ever is less, which is a GEP.
And intermittent fillets can be specified as 50-100 or 50-150 (50mm weld length and 100/150mm gap between two welds)
If you need you may use AWS D1.1 (refer table 2.4 under description 3.4) 
From: piping_valves@yahoogroups.com [mailto:piping_valves@yahoogroups.com] On Behalf Of kannan.sundaram@linde-le.com
Sent: Wednesday, May 28, 2008 12:35 PM
To: piping_valves@yahoogroups.com; materials-welding@googlegroups.com
Subject: [piping_valves] Weld thickness thumbrule, if any.
Friends, I am not an expert in welding.
I would like to know if any rules are existing to define a fillet weld height(contineous or stitch) and pitch (If stitch) of a non pressure part like a plate or U beam or standpost or sign post welded on a structural beam which likewise components which does not pose any stress on the beam.
With regards,
Kannan.
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