An elevator rail support connects to structural steel framing, featuring an HSS column stabilized by an L6x4x1/4 kicker angle tied into the low flutes of a concrete-filled metal deck with two 3/4-inch diameter expansion anchors. Full-depth 1/4-inch stiffener plates align with the angle and weld to three sides of the supporting beam. Additional L 4x4x1/4 angles measuring 1'-6" long attach to each side of the hollow structural section using 3/4-inch diameter through-bolts in standard holes.
PLAN A T/SLAB PER PLAN CONC OVER METAL DECK & REINF PER PLAN BEAM PER PLAN L 4x4x1/4x1'-6" MAX EA SIDE OF HSS W/ 3/4Ø" THRU BOLT IN STD HOLES A PLAN MIN 1 1/2" 1" 1 1/2" 1 1/2" C L STD HOLE IN HSS FULL DEPTH STIFF PL 1/4 EA SIDE, ALIGN W/ L6x4, TYP 1/4 1/4 STIFF PL TO BEAM (3) SIDES CONC OVER METAL DECK WHERE OCCURS C L BEAM 1/4 MIN 1/2" HSS PER PLAN TOP BEAM CONN BEAM PER PLAN MAX 1/2" 1/4 1/4 TYP 1/4 TYP BOT BEAM CONN 3 MIN 3 MIN 3 MIN L6x4 1 1/4" TYP 3" TYP 1 1/2" EXP ANCHOR TYP (2) PLACES L6x4 PLAN B L6x4 KICKER FLUTE, TYP DECK LOW T/SLAB PER PLAN 1 2 B PLAN L6x4x1/4 x 2'-0" LLH W/ (2) 3/4" Ø EXPANSION ANCHORS INTO LOW DECK FLUTES L6x4x1/4 LLH KICKER BTWN BRACKETS W/ (2) 3/4" Ø BOLTS EA END COPE 4" LEG EA END
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