The drawing shows three structural connection scenarios (Centered Deck, Aligned Deck, and Offset Deck) detailing the placement of shear studs relative to the centerlines of steel beams and metal deck ribs. Callouts specify requirements for staggering studs, minimum clearances, splitting the deck over the beam, and using continuous 18-gauge minimum closure strips. Notes provide guidance on beam weights and dimensional requirements for composite floor construction.
Text on the drawing
2 N.T.S. 1 1 2 " MIN. 1 1 2 " MIN. 3 4 1 1 2 - 12 1" MIN. 4 1 2 " MIN. METAL DECK REF. PLAN STAGGER STUDS AT BMS LIGHTER THAN 17 PLF LOCATE C OF STUD W/ C OF BM & REMOVE METAL DECK STIFFENING RIB AS REQ'D BM CL CL BM & STUD 18GA. MIN. CLOSURE, CONT. OR BEGIN NEW STRIP OF DECK NOTE: REF. 'A' FOR INFO NOT SHOWN SPLIT DECK FULL LENGTH OF BEAM A METAL DECK REF. PLAN CENTERED DECK B ALIGNED DECK C OFFSET DECK L L #3 x 6'-0" CENTERED OVER
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