A three hundred parallel flange channel edge beam ties back to a precast concrete wall using Reid TIM 20x75 inserts with cross holes and Grade 8.8 M20 threaded bolts with nailplates typical. An unequal angle UA150x90x16 at 900 centers has full bearing in the parallel flange channel with provision for 20 millimeter maximum steel shim plates if required. A bottom flange brace connects to the beam per plan and utilizes a UA150x75 at 900 centers angle with an 180x60 hole in the vertical leg. One 120x100x12 plate washer is placed on each side with standard holes and nuts on each side of the angle. A Reid TIM 20x75 insert with a bar through cross holes and a Grade 8.8 M20 threaded bar tie back with nailplate is used typical at the lower connection.
20 120 390 20 35 200 35 90 150 300 150 UA150x90x16 @ 900 CTRS TO HAVE FULL BEARING IN PFC (PROVIDE 20mm MAX STEEL SHIM PLATES IF REQD) 300 PFC EDGE BEAM WITH D16x800 WELDED BARS @ 900 CTRS 2/ REID TIM 20x75 WITH BAR THROUGH CROSS HOLES, WITH GRADE 8.8 M20 THREADED BOLT (PROVIDE NAILPLATE) TYP 20 6 3-SIDES PFC EDGE BEAM REID TIM 20x75 WITH BAR THROUGH CROSS HOLES, WITH GRADE 8.8 M20 THREADED BAR TIE BACK (PROVIDE NAILPLATE) TYP REFER TO ABOVE FOR TYP INFO 65 6 3-SIDES 150 75 VARIES (400 MAX) UA150x75@900 CTRS PROVIDE 180x60 HOLE IN VERT LEG 120x100x12 PLATE WASHER EACH SIDE WITH STANDARD HOLE AND NUT EACH SIDE OF ANGLE 250 150 BEAM PER PLAN BOT FLANGE BRACE WHERE OCCURS PER PLAN FFL FFL 180 60
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