CJP GROOVE WELD AT TOP AND BOTTOM FLANGES. AT TOP FLANGE, EITHER (1) REMOVE WELD FULL DEPTH WEB PLATE, INCREASE WIDTH AS REQUIRED 3" TYP. 1/2x11 PL. AT COLUMN FACE BOLTS AND PLATE THICKNESS, SEE 3/S6.1 EQ. (1 1/2" MIN.) 1 1/2" 2" WF BEAM, SEE PLAN HSS COLUMN, SEE PLAN 1" GAP SHEAR TAB TO PL.,SEE 3/S6.1 SCHEDULE 10 SPRINKLER PENETRATION IN WF BEAM
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