Steel floor framing utilizes shear plates welded to square hollow structural section columns with complete joint penetration welds. The details show typical beam connections, special seismic force resisting system connections in single and multiple directions, and skewed plate configurations. Connection plates are sized per plan and schedule with specific provisions for round HSS columns and collector line ends. Contractors must cut and repair the HSS using complete joint penetration welds as required to install shear plates.
C 7 S5-200 B C B C CJP SKEWED PLATE SHEAR PLATE TYP AT ALL BEAMS PER PLAN SLRS CONN SLRS CONN NOTES: 1. FOR INFO NOT SHOWN OR NOTED, SEE 2. FOR BOLTED SFRS CONNECTION IN ONE DIRECTION, USE DETAIL 3. FOR BOLTED SFRS CONNECTION IN MULTIPLE DIRECTIONS, USE DETAIL 4. USE SIMILAR CONNECTION AT ROUND HSS COL 5. FOR INFO NOT SHOWN SEE BEAM CONNECTION SCHEDULE. 6. CONTRACTOR TO CUT AND REPAIR HSS USING CJP'S AS REQUIRED TO INSTALL SHEAR PLATES FOR DETAIL 7. SUBSTITUTE DETAIL OR FOR DETAIL AT ENDS OF COLLECTOR LINES. A TYPICAL B SFRS C SFRS PER SCHED TYP PER SCHED TYP PER SCHED TYP PER SCHED TYP
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