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20.08.038 code is amended to read as follows: record shall be kept on file in the office of the Building Official. Ap- o. The provisions in 9.6a of the plications shall be accompanied by American Institute of Steel Construc- an inspection fee based on the Fees tion (AISC) Seismic Part I shall not and Charges Appendix in the Munic- apply, except for columns in one- ipal Code'. story buildings or columns at the top (Ord. 1669 § 2, 1995) story of multi-story buildings. (Ord. 1778 § 2, 1999) 20.08.039 Section 1630.8.2.2 Detailing Requirements In Seismic Zones 3 And 4 Item Nos. 5 And 6 Deleted: Section 1630.8.2.2 item nos. 5 and 6 of the California building standards code 1998 edition (24 CCR), and in- cluding by reference the uniform build- ing code, 1997 edition, parts 1, 2 and 3 are deleted. (Ord. 1778 § 2, 1999) 20.08.040 Section 108.9 Amended - Inspections: Section 108.9 of the uniform build- ing code is amended to read as follows: Inspections. In addition to called inspections required herein, the Building Official shall inspect any existing building or structure within the City when requested to do so by an owner or person acting under authority of the owner. Such request shall be made in writing on forms furnished for such purpose. An appli- cation shall be signed by the appli- cant who may be required to submit evidence to indicate such authority. A statement of all findings shall be sent to the applicant and owner and a 20.08.042 Table 16N Item 3 #4a And Footnote 9 Amended - Structural Systems: Table 16N item 3 #4a and footnote 9 of the California building standards code 1998 edition (24 CCR), and in- cluding by reference the uniform build- ing code, 1997 edition, parts 1, 2 and 3 is amended to read as follows: 3. Moment-resisting frame system 4. Ordinary moment-resisting frame (OMRF) __ a. Steel6 4 2.8 - 9 9 In Seismic Zone 4, steel OMF's are permitted as follows: a. Where the near source factor Na equals one, structures are permit- ted to a height of 35 ft.; or for single story buildings where the moment joints of field connection are constructed of bolted end plates and the dead load of the roof does not exceed 15 psf, the height is permitted to be increased to 60 ft. b. Where the near source factor Na is greater than one, structures are permitted to a height of 35 ft. where the dead weight of the floors, walls and roof do not ex- ceed 15 psf. (Ord. 1778 § 2, 1999) 1. The fees and charges appendix is now the master fee schedule found on file in the office of the city clerk. (Pleasanton April 2001) 700_2