25.02.28: AMENDMENT OF SECTION 1810.3.2.4:
Notwithstanding the provisions of section 25.02.01 of this article, section 1810.3.2.4 of the Building Code is amended to read as follows:
   1810.3.2.4 Timber. Timber deep foundation elements shall be designed as piles or poles in accordance with AF&PA NDS. Round timber elements shall conform to ASTM D 25. Sawn timber elements shall conform to DOC PS-20. Timber shall not be used in structures assigned to Seismic Design Category D, E or F.
(Ord. 0-19-1357, 11-13-2019; amd. Ord. O-22-1400, 1-11-2023)