The detail shows a 150mm seismic gap separating two elevated concrete floor slabs on metal decking supported by steel beams. One side features a vertical post assembly extending through the floor slab with stiffener plates and moment connections, while the other side accommodates a thrie beam guardrail mounted on base plates with bolted connections to the supporting beam.
Text on the drawing
PK - THIRD LEVEL 112.25 BEAM, SEE PLAN SEISMIC GAP 150 THRIE BEAM GUARDRAIL BY BARRICADES AND SIGNS OR APPOVED EQUIVALENT 635 Vf=33kN AT ANY LOCATION ALONG RAIL POST SPACING 1905 O/C ADJUST BEAM LOCATIONS TO MATCH CONFIRM WITH THE BARRIER SUPPLIER COORDINATE BASE PLATE AND BOLTS BETWEEN BARRIER POST AND BEAM POST SHAPE TO MATCH BARRIER POST ABOVE 6 MOMENT CONN Mf= 21kNm BCE, SEE PLAN STIFF PL 8 AT EACH POST 6 570
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