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approval of the building official, except where such other <br />codes, standards or specifications are specifically adopted <br />by this code as primary standards. <br /> <br />Section 20.08.029 Section 2316.2 Item 1, Section 1.1 - amended - <br /> Amendments <br /> <br />Section 2316.2 of the California Building Standards Code 2001 Edition <br /> (24 C.C.R.), and including by reference the Uniform Building <br /> Code, is amended to read as follows: <br /> <br />2316.2. Amendments. <br /> <br />1.Sec. 1.1. Delete and substitute the following: <br /> The design of structures using visually graded lumber, <br />mechanically graded lumber, structural glued laminated <br />timber, timber piles, and design of their connections shall <br />be determined in accordance with these test procedures and <br />shall be multiplied by all applicable adjustment factors (see <br />Table 7.3.1) to obtain allowable design values. <br /> <br />2. Secs. 1.2 through 1.5. Delete. <br /> <br />3. Sec. 2.2. Delete first sentence and substitute the <br /> following: <br /> <br /> Allowable stress design values for visually graded <br />structural lumber, mechanically graded structural lumber <br />and structural glued laminated timber shall be in <br />accordance with NDS Supplement Tables 2A, 4A, 4B, 4C, <br />4D, 5A, 5B and 5C. Values for species and grades not <br />tabulated shall be submitted to the building official for <br />approval. <br /> <br />4. Sec. 2.3.2.1. In fourth sentence, delete "or Figure B1 <br /> (see Appendix B)." <br /> <br />5.Sec. 2.3.2.3. Delete and substitute the following: <br /> <br /> 2.3.2.3 When using Section 1612.3.1 basic load <br />combinations, the Load Duration Factor, CD, noted in <br />Table 2.3.2 shall be permitted to be used. When using <br />Section 1612.3.2 alternate load combinations, the one-third <br /> <br />15 <br /> <br /> <br />