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Ord92 2054
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Ord92 2054
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Last modified
10/11/2019 3:05:57 PM
Creation date
10/11/2019 3:05:55 PM
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Template:
CC Index
CC Index - Document Type
Ordinance
Date
11/2/1992
Description
ORDINANCE REPEALING ARTICLES IV, V, VI, VII, VIII AND DIVISIONS 2 AND 3 OF ARTICLE IX OF CHAPTER 9 AND CHAPTER 31 OF THE CODE OF THE CITY OF REDWOOD CITY; ADDING ARTICLES IV, V, VI, VII, VIII AND DIVISION 2 OF ARTICLE IX 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, 1991 EDITION"; "THE UNIFORM BUILDING CODE STANDARDS, 1991 EDITION"; "THE UNIFORM BUILDING SECURITY CODE, 1991 EDITION"; "THE UNIFORM HOUSING CODE, 1991 EDITION"; "THE UNIFORM MECHANICAL CODE, 1991 EDITION"; "THE UNIFORM PLUMBING CODE, 1991 EDITION"; AND "THE NATIONAL ELECTRICAL CODE, 1990 EDITION" THE COUNCIL OF REDWOOD CITY DOES ORDAIN AS FOLLOWS: SECTION 1. Articles IV, V, VI, VII, VIII and Divisions 2
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<br /> FXS:dft - j/92 (009/11) <br /> 9/14/92R <br /> piers stiffness shall be equal or exceed stiffness of <br /> the supported spandrel if such wall piers are subject <br /> to resisting seismic lateral loads. <br /> 2. Walls shall be positively tied together by a <br /> minimum 12" wide poured in place concrete column and <br /> anchored to foundations, floors, and roofs." <br /> "Section 9.128. Story Drift Limitation. In Section <br />2334(h) of the Building Code, the subsection 2334(h)4 does <br />not apply and shall be excluded." <br /> "Section 9.129. Non-structural Unit Masonry. <br />Non-structural unit masonry shall be designed and <br />constructed in such a manner that it will not be subjected <br />to in-plane seismic forces, other than those generated by <br />its own mass." <br /> "Section 9.130. Design of Certain Structures to <br />Incorporate Sufficient Elements of Redundancy. For all <br />structures of more than four (4) stories irrespective of <br />height or which contain more than twenty thousand (20,000) <br />square feet of floor area, the design shall incorporate <br />sufficient elements of redundancy such that complete failure <br />of any one bracing element will not reduce the bracing <br />capacity of the structure by more than seventy-five (75 ) <br />percent." <br /> "Section 9.131. Reinforcement of Cast-In Place <br />Concrete. All concrete must conform to the requirements of <br />Chapter 26 of the Uniform Building Code and mus t meet the <br />requirements of Section 2625 for zone 4 (starting on page <br /> 18 <br />
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