A structural steel beam connects to a vertical column flange using a three-quarter inch by twelve-inch plate welded with three-eighths inch fillet welds on near side and far side. The connection is secured with six one-inch diameter A490 Type C2 bolts through the web plate. A horizontal member features a two-foot offset dimension with five-sixteenths inch fillet welds on near side and far side. The top of steel elevation is marked at Level 2, twenty-one feet zero inches.
201 LEVEL 2 21' - 0" 2' - 0" PL3/4x12, NOTCH 3/4" AT WEB (6) 1" A490 TYPE C2 CONN 3/8 3/8 NS&FS 5/16 5/16 A 3/4" = 1'-0" 11 SECTION
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