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Section BC 2201: General
2201.1 Scope.
2201.2 Special inspection.
Section BC 2202: Definitions
Section BC 2203: Identification and Protection of Steel for Structural Purposes
Section BC 2204: Connections
Section BC 2205: Structural Steel
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Section BC 2207: Steel Joists
Section BC 2208: Steel Cable Structures
Section BC 2209: Steel Storage Racks
Section BC 2210: Cold-Formed Steel
Section BC 2211: Cold-Formed Steel Light-Frame Construction
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2114.2.3 Vertical ties.
Each column, pier and wall shall be vertically tied continuously from its lowest to highest level. The vertical reinforcement shall be terminated in a horizontal tie or foundation or their equivalent. Where openings in bearing walls greater than 24 inches (610 mm) in height occur, ties shall be provided at each side of the opening that extend and are anchored in the masonry above and below the opening. Vertical ties shall be placed on both sides of control joints in bearing walls.
2114.2.3.1 Vertical ties reinforcing.
Vertical tie reinforcing shall not be less than the equivalent of one No. 4 bar, at a maximum spacing of 48 inches (1219 mm) on center. A minimum of four continuous No. 4 bars shall be provided per masonry column or pier.
Chapter 22: Steel
Section BC 2201: General
2201.1 Scope.
The provisions of this chapter govern the quality, design, fabrication and erection of steel construction.
2201.2 Special inspection.
Steel shall be subject to the requirements of special inspection in accordance with Chapter 17.

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