An existing W10 steel beam bears upon a hollow structural section column sized per plan. The connection is secured with a five-eighths-inch plate fastened by four five-eighths-inch diameter machine bolts. Existing framing to remain is shored adjacent to the new elevator shaft.
SHORE . (E) FRM'G TO REMAIN (E) LEVEL 1 . (N) ELEV. SHAFT NOTE: SEE DETAILS 5 AND 6 FOR INFO NOT NOTED. (E) W10 16 S8.03 HSS, SEE PLAN 5/8" PLATE W/ 4 5/8" DIA. M.B.
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