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20.08.043 ground pool structure. When barriers have horizontal members spaced less than 45 inches (1143 mm) apart, the horizontal members shall be placed on the pool side of the barrier. Any decorative design work on the side away from the swimming pool, such as protrusions, indentations or cut- outs, which render the barrier easily climbable, is prohibited. (Ord. 1778 § 2, 1999) 20.08.044 Section 1701.5 Item 5.2 Amended -Special Moment-Resisting Steel Frames: Section 1701.5 item 5.2 of the Cali- fornia Building Standards Code 1998 Edition (24 CCR), and including by reference the Uniform Building Code, 1997 Edition, parts 1, 2 and 3 is amended to read as follows: 5.2 Special moment-resisting steel. In Seismic Zones 3 and 4, and in buildings in Seismic Zone No. 2 with an importance factor I greater than 1.0, welded joints in Special, Ordi- nary and Special Truss Moment Frames; in Special and Ordinary Concentrically Braced Frames, and in Eccentrically Braced Frames that aze part of the Lateral Force Resisting System shall be inspected in accor- dance with AISC Seismic Part I Section 16. In addition to Item 5.1 requirements, nondestructive testing shall be as required by Section 1703 of this code. (Ord. 1778 § 2, 1999) 20.08.045 Section 904.1.2 Amended -Standards - Fire Extinguishing Systems: Section 904.1.2 of the California Building Standazds Code 1998 Edition (24 CCR), and including by reference the Uniform Building Code parts 1, 2 and 3 is amended to read as follows: Standazds. Fire-extinguishing sys- tems shall comply with City of Pleasanton Sprinkler Standazd 9-3 (1999 Edition) for one to fifteen family dwelling units (not exceeding 12,000 sf in any one building), and UBC Standard 9-1 for all other occu- pancies. (Ord. 1778 § 2, 1999; Ord. 1669 § 2, 1995) 20.08.046 Section 1703 First Paragraph Only Amended - Nondestructive Testing: Section 1703 of the California Build- ing Standazds Code 1998 Edition (24 CCR), and including by reference the Uniform Building Code, 1997 Edition, parts 1, 2 and 3 is amended to read as follows: 1703. In Seismic Zones 3 and 4, and in buildings in Seismic Zone No. 2 with an importance factor I greater than 1.0, all complete-joint-penetra- tion groove and partial-joint-penetra- tion groove welded joints in Special, Ordinary and Special Truss Moment Frames; in Special and Ordinary 699 (Pleasanton April 2000)