This assembly features hollow structural section braces connecting wide flange beams to wide flange columns. The bottom workpoint for all braces is established at 19 feet 0 inches above finished floor. The wide flange beams are connected to the wide flange columns via bolted shear plates at the beam ends. The hollow structural section braces are positioned at an angle between the column and the beam, with connection details referenced to other sheets. Metal roof decking is supported by the wide flange beams, with specific sizing and layout determined per the structural plans and elevations.
Text on the drawing
BOT. WORKPOINT AT (+)19'-0" A.F.F., TYP. ALL BRACES WF BEAM, SEE ELEVATIONS HSS BRACE, SEE ELEVATIONS, TYP. WF COLUMN, SEE ELEVATIONS WF COLUMN, SEE ELEVATIONS METAL ROOF DECK, SEE PLAN WF COLUMN CENTERLINE WF COLUMN CENTERLINE WF BEAM CENTERINE 3 S6.3 4 S6.3 7 S6.3 TYP. EA. BRACE TYP. EA. END OF BEAM TYP. EA. BRACE PROJECT/CLIENT:
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