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<br /> <br /> <br /> <br /> <br /> <br />3rd & Broadway, Santa Ana, CA <br />Volume 1 - Basis of Design June 17, 2024 | Project # S21043.00 <br /> pg. 36 <br />2.7 STRUCTURAL ACCEPTANCE CRITERIA <br />The following section summarizes the performance acceptance criteria utilized in the analysis and <br />design: <br /> <br />Table 2.7-1: Performance Acceptance Criteria <br /> <br /> <br /> <br />Item Value <br />Gravity Loading <br />Structural slabs <br />Permanent (long-term) dead load and live load <br />deflection in the center of a typical bay is expected to <br />be approximately 3/4 inches or less. <br /> <br />Elevator structural supports Elevator structural supports shall be designed within <br />limits of deflection prescribed by ANSI A17.1. <br /> <br />Service-Level Wind Events <br /> <br />Service-Level Wind Events <br />Building drift <br />(10-year return period) <br />Total building height H/400. <br /> <br />Service-Level Seismic Events <br />Building drift <br />(10-year return period) <br />Total building height H/400. <br /> <br />Story drifts <br />(10-year return period) <br />The lesser of 0.5% of the story height, or ¾” <br />