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Announcement <br />A,'�'CE 7-22 is noes availabi_-=. <br />CITY OF SANTA ANA <br />Planning and B)offSpg Agency <br />A ..� . .....J <br />NCE <br />419 W Russell Ave, Santa Ana, CA 92707, USA <br />Latitude, Longitude: 33.7328876,-117.8717991 <br />. fl et <br />W McFadden Ave <br />(n <br />try <br />co <br />ca <br />z <br />> <br />W Russell Ave <br />W Russell Ave <br />Date:` <br />W McFadden Ave N:cF'1,,, �4 C. <br />o` <br />� cs� <br />W Russell Ave <br />Map data ==`2G25 <br />Date 7l712025, 1:15:21 PM <br />Design Code Reference Document ASCE7-22 <br />Risk Category II <br />Site Class Default <br />Type Value Description (Data) <br />SS 1.47 The MCER spectral response. acceleration at 0.2 seconds for Site Class BC, in units of g. <br />SI 0.51 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. <br />SMS 1.74 SMS = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period <br />spectrum) and the user -specified Site Class. <br />SMi 1.19 SMI = 1.5 x SDI, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. <br />SDS 1.16 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g. <br />SDI 0.8 The design spectral response acceleration for I second (of the two -period spectrum) and the user -specified Site Class, in units of g <br />.._...............................................:.............. <br />Type Value Description (Data Contd.) <br />SDC D Seismic design category <br />PGA 0.66 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g <br />TS 0.685 TS = SDI/SDS, in seconds, for construction of the two -period design spectrum <br />To 0.137 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum <br />TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum <br />