15.05.120 Section 1810 amended—Deep foundations.
This section is included in your selections.
Subsection 1810.3.2.4 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. 4994 § 3, 2019; Ord. 4878 § 3, 2016; Ord. 4755 § 3, 2013; Ord. 4637 § 3, 2010)