The assembly features roof joists positioned below the deck high point at elevation 108.48, supported by open web steel joists and trusses with underside at 106.50. Vertical platform hangers constructed from HSS 152x102x6.4 members extend down to support platform steel at elevation 102.76, with extent sized per plan. Cross bracing utilizing L76x76x6.4 angles complete with 6 mm gusset plates is nested and field welded to the open web steel joist chords, providing a minimum tension capacity of 10 kN at variable locations.
U/S OF DECK - HIGH POINT 108.48 T.O MAIN FLOOR 100.00 MB - T.O. PLATFORM STEEL 102.76 U/S JOISTS AND TRUSSES 106.50 13 S-MB-6.03 BRACING L76x76x6.4 C/W PL 6 GUSSET NESTED & FIELD WELDED TO OWSJ CHORDS T=10kN MIN LOCATION VARIES PLATFORM HANGER ROOF JOIST TYP HSS 152x102x6.4 LLH SEE PLAN FOR EXTENT 2756
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Sign in to subscribe