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2122.7 Anchorage Requirements
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Anchorage shall be in accordance with TMS 402. Loading shall comply with TMS 402 Section 4.1 and the following.
Reinforced masonry walls shall be securely anchored to adjacent structural members such as roofs, floors, columns, pilasters, buttresses and intersection walls.
Such anchorage shall provide a positive direct connection capable of resisting the horizontal forces as required in Chapter 16 (High-Velocity Hurricane Zones), or a minimum force of 200 pounds per lineal foot (2919 N/m) of wall, whichever is greater.
Required anchors shall be embedded in reinforced grouted cells. Anchor bolts shall be installed in accordance with TMS 602 Section 3.4D.
Wood framing connected by nails shall not be considered as acceptable anchorage.
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