The detail illustrates a steel joist or truss bearing system connected to a steel column and beam assembly beneath a metal roof deck. It includes a continuous angle (cont L) and an HSS 152x152x7.9 hollow structural section girt at the perimeter edge. Elevation reference markers indicate the underside of deck high point and underside of joists and trusses.
Text on the drawing
U/S OF DECK - HIGH POINT 108.48 MB-D U/S JOISTS AND TRUSSES 106.50 HSS 152x152x7.9 GIRT CONT L, SEE PLAN
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