Text on the drawing
C WF BEAM L T.O. PARAPET 3 4 " MIN. 1" MAX. DRIFT/DEFLECTION JOINT EL: REF. ARCH EL: REF. ARCH REF. ARCH REF. PLAN 5 S7.01 (1/16) (1/16) (1/16) (1/16) REF. ARCH. METAL ROOF DECK, REF. PLAN CONT. 600T150 TRACK TYP. U.O.N. GAGE TO MATCH STUDS. WF BEAM, REF. PLAN L2x2x18 GA AT EACH STUD W/ (3) #12 SCREWS INTO STUD AND (3) 0.157" Ø LVF INTO WF BEAM FLANGE CONT. 18 GA TRACK; DO NOT SECURE GYPSUM SHEATHING INTO TRACK. DRIFTCLIP DSL BY THE STEEL NETWORK OR EQUIVALENT, REF. NOTE. CONT. L7x4x 1 2 (LLH) WHERE BRICK VENEER OCCURS BRICK VENEER WHERE OCCURS, REF. ARCH. NOTE: ICC APPROVED PRE-MANUFACTURED CONNECTION HARDWARE SHALL BE CAPABLE OF ACCOMMODATING ± 3 4 " MINIMUM VERTICAL DEFLECTION AND MAXIMUM INELASTIC STORY DRIFT PER SHEET S0.01. EQUIVALENT HARDWARE TO THAT SHOWN SHALL BE USED ONLY WITH PRIOR APPROVAL BY CATENA.
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