A steel floor beam frames into a spandrel beam with a full depth connection plate and multi-bolt shear configuration. A full depth web stiffener is installed on the opposite side of the beam connection to reinforce the web. A one-inch clearance is maintained at the structural grid line near the exterior wall assembly. Ceiling heights and wall conditions are coordinated with architectural drawings.
SEE DETAIL FOR INFORMATION NOT NOTED AND FOR CONDITION BTWN BEAMS. CEILING SEE ARCH SEE ARCH FULL DEPTH WEB STIFF OPP BEAM CONNECTION FULL DEPTH CONN PL AT SPANDREL BEAMS 1" CLR GRID SEE ARCH / (11 S610) SEE ARCH 1 S802 TYP
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