// CODE SNIPPET
2107.6 TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
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Modify Section 1.15 as follows:
1.15.1 Where vertical reinforcement is provided to resist axial compressive stress, lateral ties shall meet all applicable requirements of Section 1.14.1.4.
Related Code Sections
2107.6 Masonry, TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
Modify Section 1.15 as follows: 1.15.1 Where vertical reinforcement is provided to resist axial compressive stress, lateral ties shall meet all ...
2014 FBC - Building, 5th edition > 21 Masonry > 2107 Allowable Stress Design > 2107.6 TMS 402/ACI 530/ASCE 5, Section 1.15 Pilasters
2122.7 Masonry, Anchorage Requirements
Anchorage shall be in accordance with TMS 402/ACI 530/ASCE 5. Loading shall comply with TMS 402/ACI 530/ASCE 5 Section 1.7 and the following ...
2014 FBC - Building, 5th edition > 21 Masonry > 2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry > 2122.7 Anchorage Requirements
2122.7 Masonry, Anchorage Requirements
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 ...
2017 FBC - Building, 6th edition > 21 Masonry > 2122 High-Velocity Hurricane Zones— Reinforced Unit Masonry > 2122.7 Anchorage Requirements
2108.1 Masonry, General
of TMS 402/ACI 530/ASCE 5. Where plan review and inspections are performed by a local building department in accordance with Sections 107 and 110 ...
2101.2 Masonry, Design Methods
) masonry shall comply with the provisions of Section 2106 and Chapters 1 and 8 of TMS 402/ACI 530/ASCE 5 ...