The detail illustrates the connection of structural steel hollow structural section (HSS) posts supporting a railing at the deck edge of multiple levels. The assembly incorporates bent plates, angle connections, open web steel joists (OWSJ) or wide flange (W) beams, and concrete slabs with insulated floor assemblies or pavers on flat topping. Seal welds and cover plates are specified at structural steel connections.
Text on the drawing
PK-P PK - THIRD LEVEL 112.25 PK - SECOND LEVEL 106.80 T/O RAIL EL SEE ARCH 570 500 HSS 152x102x6.4 SEE DETAIL HSS 152x76x6.4 POST, LOCATE AT FIN OR SPACE 1750 MAX. FIELD WELD TO ANGLE SEE PLAN DECK EDGE 152 BENT PL L152xVERT LEG TO SUIT TOPPINGx6, SEE PLAN 1/ S-PK-5.06 UNFACTORED LIVE LOAD =22 kN T/O FIN EL SEE ARCH T/O RAIL EL SEE ARCH HSS 152x102x6.4 SEE DETAIL FIN, LOCATION INDICATED ON PLAN, SEE ARCH DWGS OWSJ OR W BEAM L152x152, SEE PLAN 1/ S-PK-5.06 UNFACTORED LIVE LOAD =22 kN BOT FIN EL SEE ARCH 570 500 OWSJ OR W BEAM COVER PL5, SEAL WELD TYP SEAL WELD TYP 6 6 TYP COVER PL 5, 12 ⌀ WEEP HOLE, SEAL WELD TYP INSUL FLOOR ASSEMBLY PER DET 3/S-PK-5.03 PAVERS ON FLAT TOPPING ON SLAB AT PATIOS
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