Notwithstanding the applicable definitions, symbols and notations in the Building Code, the following definitions shall apply for the purposes of this chapter:
"Captive Column Deficiency"occurs when there are columns at a level with height/depth ratios less than fifty percent of the nominal height/depth ratio of the typical columns at the level.
"Concrete Building"is a building having concrete floors and/or roofs, either with or without beams, and a lateral resisting system composed of concrete walls and/or concrete frames with or without masonry infills, or any combination thereof. Lift-slab buildings shall be considered as part of the concrete buildings with or without a concrete lateral resisting system.
"Historical Building"is any building designated as a "qualified historical building" as defined in Part 8, Title
24 of the California Code of Regulations.
"Load Path Deficiency"occurs when a structure does not contain a complete, well-defined load path, including structural elements and connections, that serves to transfer the inertial forces associated with the mass of all elements of the building to the foundation.
"Masonry Infill"is the unreinforced or reinforced masonry wall construction within a reinforced concrete frame.
"Owner or Building Owner"is the individual(s), agent, firm, corporation, or entity having legal possession, equitable interest in the property, or rights to sanction evaluation or retrofit of a building.
"Retrofit"is an improvement of the lateral-force-resisting system by alteration of existing structural elements or addition of new structural elements.
"Soft Story Deficiency"occurs when the stiffness of the seismic-force-resisting system in any story is less than seventy percent of the seismic-force-resisting system in an adjacent story above or less than eighty percent of the average seismic-force system stiffness of the three stories above.
"Story"is as defined in the Building Code, but includes any basement or underfloor space of a building with cripple walls exceeding four feet in height.
"Torsion Deficiency"occurs when the estimated distance between the story center of mass and the story center of rigidity is more than twenty percent of the building width in either plan dimension.
"Weak Story Deficiency"occurs when the sum of the shear strengths of the seismic-force-resisting system in any story in each direction is less than eighty percent of the strength in the adjacent story above.
(Ord. 17-1011 § 1, 2017)