2003 APRIL - Laserfiche WebLink

20.08.062 20.08.062 Section 1804.1 Amended - General: (Rep. by Ord. 1869 § 2, 2002) 20.08.064 Section 1804.2 Amended - General: (Rep. by Ord. 1869 § 2, 2002) following methods. 2204.1 Load and Resistance Factor Design. Steel design based on load and resistance factor design method shall resist the factored load combi- nations of section 1612.2 in accor- dance with the applicable require- ments of section 2205. 20.08.065 Section 1804.3 Amended - Reports: (Rep. by Ord. 1869 § 2, 2002) 20.08.066 Section 1804.10 Added - Review: (Rep. by Ord. 1869 § 2, 2002) 20.08.068 Section 1804.11 Added - Field Report: (Rep. by Ord. 1869 § 2, 2002) 20.08.070 Section 3306.1 Amended - Grading Permits: (Rep. by Ord. 1869 § 2, 2002) 20.08.072 Section 1804.12 Added - Final Report: (Rep. by Ord. 1869 § 2, 2002) 20.08.074 Section 2204 Amended - Design Methods: Section 2204 of the California Build- ing Standards Code 2001 Edition (24 CCR), and including by reference the Uniform Building Code, 1997 Edition, is amended to read as follows: SECTION 2204-DESIGN METH- ODS. Design shall be by one of the 2204.2 Allowable Stress Design. Steel design based on allowable stress design methods shall resist the factored load combinations of section 1612.3 in accordance with the appli- cable requirements of section 2205. (Ord. 1869 § 2, 2002; Ord. 1778 § 2, 1999) 20.08.075 Section 2205.3 Amended - Design Seismic Design Provisions For Structural Steel: Section 2205.3 of the California Building Standards Code 2001 Edition (24 CCR), and including by reference the Uniform Building Code, is amended to read as follows: 2205.3 Seismic Design Provisions for Structural Steel. Steel structural elements that resist seismic forces shall, in addition to the requirements of Section 2205.2 be designed in accordance with Division IV. (Ord. 1869 § 2, 2002) 20.08.080 Appendix Section 3306.2.1 Amended -Exceptions For Grading Permit Requirements: (Rep. by Ord. 1869 § 2, 2002) 704-11 (Pleasanton April 2003)