§ 1810.3.2.4. Timber.

Latest version.

Timber deep foundation elements shall be designed as piles or poles in accordance with AWC NDS. Round timber elements shall conform to ASTM D25. 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. 2016-0053 § 36, 2016.)

                    
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