A six-inch seismic joint separates adjacent steel floor framing systems at grid line G, featuring a slide bearing detail to accommodate horizontal movement. The structural steel beam bears on a slide bearing assembly mounted to a supporting structural element near the column. The top of steel elevation is set at thirty-three feet zero inches, with the concourse level datum at thirty-four feet three and five-eighths inches. Additional information for the connection is referenced on sheet S6.05.
02 - CONCOURSE LEVEL 34' - 3 5/8" G 6" SEISMIC JT SLIDE BEARING TOS EL 33' - 0" NOTES: 1. SEE FOR INFORMATION NOT SHOWN 6/S6.05 02 - CONCOURSE LEVEL 34' - 3 5/8" G 6" SEISMIC JT SLIDE BEARING TOS EL 33' - 0" NOTES: 1. SEE FOR INFORMATION NOT SHOWN 6/S6.05
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