Per the above section, the definition panel construction was modified to include the language, " ... There should be no unfilled penetrations in the cross sectional area of the bounding structural members including the interface at the roof." Where structural steel decking is supported by steel beams and girders that otherwise meet the definition of panel construction, was it the committee's intent that the openings created by the decking flutes must be filled above the top chord of said beams and girders? Or does naked steel decking still meet the intent of the definition of panel construction? Steve Leyton PROTECTION DESIGN & CONSULTING 8849-B Complex Drive San Diego, CA 92123 ------------------------------------------------------------- Ph: 858.751.2930 - Ext. 102 Fax: 858.751.2933 Cell: 619.972.5696 _______________________________________________ Sprinklerforum mailing list [email protected] http://lists.firesprinkler.org/mailman/listinfo/sprinklerforum
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