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Announcement <br />ASCE 7-22 is now available. <br />1001 S Grand Ave, Santa Ana, CA 92705, USA <br />Latitude, Longitude: 33.735885,-117.8497333 <br />akeham Ave <br />Normandy RI <br />CORNERSTONT <br />VILLAGE <br />o ge <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />It <br />Everyday Flowers <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />AD <br />FNCE bRgwpa <br />E <br />Master ID: <br />Date: <br />Santa Ana Party <br />Map data t -12025 <br />11/29/2025, 12:20:07 PM <br />ASCE7-22 <br />Default <br />Type Value Description (Data) <br />Ss 1.46 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. <br />Si <br />0.48 <br />The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. <br />SMS <br />1.74 <br />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 />SM1 <br />1.17 <br />SM1 = 1.5 x SDi, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. <br />SIDS <br />1.16 <br />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 <br />0.78 <br />The design spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class, in units of g <br />Type <br />__.__._._._......................................... ..____... __. ._.._...... .,.............. ..,............, ........_..._. __. .__.... .. _............. .__._._. _._.... .__... <br />Value Description (Data Contd.) <br />SDC <br />D <br />Seismic design category <br />PGAM <br />0.65 <br />PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g <br />TS <br />0.67 <br />TS = SD1/SDS, in seconds, for construction of the two -period design spectrum <br />To <br />0.134 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum <br />TL <br />8 <br />TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum <br />