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Robertson deck

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I am evaluating an existing building that has H. H. Robertson long span composite deck. On the plans it is called out as 5-6.0-13 and the general notes indicates that this a 6" deep 13 gage deck. Does anyone out there have the self weight and the allowable vertical and lateral loads? The deck spans 20'-1/2".

*Drew Morris, PE*| /Project Engineer/
BBFM Engineers, Inc. <>
510 L Street, Suite 200 | Anchorage, Alaska 99501
Ph: (907)274-2236 | Fax: (907)274-2520 | Web:

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