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2122.7 Anchorage Requirements
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Anchorage shall be in accordance with TMS 402/ACI 530/ASCE 5. Loading shall comply with TMS 402/ACI 530/ASCE 5 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/ACI 530.1/ASCE 6 Section 3.4 D.
Wood framing connected by nails shall not be considered as acceptable anchorage.
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