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Announcement <br />ASCE 7-22 is now availab?e. <br />X <br />CNNOwu <br />673 Young St, Santa Ana, CA 92705, USA <br />Latitude, Longitude: 33.7110457,-117.8571832 <br />Muddy's Studio . <br />.T Besser Garage Doors <br />s <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />may, lS. <br />p d <br />Fo1 ll l ANCE <br />Master ID: <br />Date: °fir, <br />Orange County John... ,� - hotel Terrace <br />Emmett St <br />des . ��e rn Plus Orange > <br />County Airport North ,N <br />Young St Holiday Inn Santa <br />ANA-Orange Co <br />Bir€Ci":er P, <br />10/17/2025, 11:25:21 AM <br />ASCE7-22 <br />11 <br />Default <br />Map data V,2025 <br />Type Value Description (Data) <br />Ss 1.45 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g, <br />S1 Q.48 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. <br />SMS 1.72 SM5 = 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 1.16 SM1 = 1.5 x SD1, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class. <br />SDS 1.15 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 0.78 The design spectral response acceleration for 1 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 />PGAM 0.65 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g <br />TS 0.675 TS = SD1/SDs, in seconds, for construction of the two -period design spectrum <br />To 0,135 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 />