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Ord02 2241
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Ord02 2241
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Last modified
10/11/2019 2:58:30 PM
Creation date
10/11/2019 2:58:26 PM
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CC Index
CC Index - Document Type
Ordinance
Agency Type
City Council
Date
12/2/2002
Description
ORDINANCE NO ORDINANCE REPEALING ARTICLES IV, V, VI, VII, VIII AND ARTICLE IX, DIVISIONS 1, 2 AND 3 OF CHAPTER 9 OF THE CODE OF THE CITY OF REDWOOD CITY; ADDING ARTICLES IV, V, VI, VII, VIII AND ARTICLE IX, DIVISIONS 1 AND 2 OF CHAPTER 9 TO THE CODE OF THE CITY OF REDWOOD CITY RELATING TO THE ESTABLISHMENT OF REGULATIONS AND STANDARDS FOR BUILDINGS AND STRUCTURES IN THE CITY OF REDWOOD CITY AND ADOPTING BY REFERENCE THE FOLLOWING CODES: "THE UNIFORM BUILDING CODE 1997 EDITION"; "THE UNIFORM BUILDING SECURITY CODE, 1997 EDITION"; "THE UNIFORM HOUSING CODE, 1997 EDITION"; "THE UNIFORM MECHANICAL CODE, 2000 EDITION"; "THE UNIFORM PLUMBING CODE, 2000 EDITION"; "THE UNIFORM ADMINISTRATIVE CODE PROVISIONS FOR THE NATIONAL ELECTRICAL CODE, 1996 EDITION"; "THE NATIONAL ELECTRICAL CODE, 1999 EDITION"; AND "THE UNIFORM CODE FOR BUILDING CONSERVATION, 1997 EDITION
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Sec. 9.48 SECTION 1514, APPENDIX CHAPTER 15 OF THE BUILDING <br />CODE AMENDED: Section 1514, Appendix Chapter 15 of the Building Code is hereby <br />amended to read as follows: <br /> <br /> Section 1514. General. All reroofing shall conform to the applicable provisions <br /> of Chapter 15 of the Building Code. All materials applied as roof-covering for <br /> reroofing shall have a fire retardant rating of Class A or B in accordance with <br /> U.B.C. Standard 15-2. <br /> <br /> EXCEPTION: Existing roof with a classification less than B may be reroofed with <br /> similar material provided that the reroofed area does not exceed twenty five (25) <br /> percent of the total roof area in any one-year period. <br /> <br /> Roofing materials and methods of application shall comply with the U.B.C. <br /> Standards and shall follow manufacturer's installation requirements when <br /> approved by the Building Official. <br /> <br /> Secs. 9.49 - 9.59. RESERVED. <br /> <br /> Sec. 9.60 SECTION 1612.2.1 OF THE BUILDING CODE AMENDED: The <br />following Section 1612.2.1 of the Building Code is hereby amended to read as follows: <br /> <br /> Section 1612.2.1 Basic Load Combinations. Where Load and Resistance Factor <br /> Design (Strength Design) is used, structures and all portions thereof shall resist <br /> the most critical effects from the following combinations of factored loads: <br /> <br /> 1.4D (12-1) <br /> 1.2D + 1.6L + 0.5 (Lr or S) (12-2) <br /> 1.2D + 1.6 (Lr or S) + (fl L or 0.8 W) (12-3) <br /> 1.2D + 1.3W+ (fl L + 0.5 (Lr or S) (12-4) <br /> 1.2D + 1.0E+ (fl L + f2 S) (12-§) <br /> 0.9D + (1.0pEh or 1.3 W) (12-6) <br /> <br /> WHERE: <br /> fl = 1.0 for floors in places of public assembly, for live loads in excess of 100 psf <br /> (4.9 kN/m2), and for garage live load. <br /> = 0.5 for other live loads. <br /> f2 = 0.7 for roof configurations (such as saw tooth) that do not shed snow offthe <br /> structure. <br /> = 0.2 for other roof configurations. <br /> <br /> EXCEPTIONS: <br /> 1. Factored load combinations for concrete per Section 1909.2 where load <br /> combinations do not include seismic forces. <br /> <br /> 2. Where other factored load combinations are specifically required by the <br /> provisions of this code. <br /> <br />Atty/Ord/O rd. 167 <br />102402 5 <br /> <br /> 2241 <br /> <br /> <br />
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