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HISTORIC - 2044 N Ross St - Plan
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HISTORIC - 2044 N Ross St - Plan
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Entry Properties
Last modified
6/24/2026 5:00:09 AM
Creation date
6/24/2026 5:00:04 AM
Metadata
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Template:
Plan
Permit Number
101127114
Full Address
2044 N Ross St
Street Number
2044
Street Direction
N
Street Name
Ross
Street Suffix
St
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Announcement <br />ASCE 7-22 is now available. <br />2044 N Ross St, Santa Ana, CA 92706, USA <br />Latitude, Longitude: 33.7642006,-117.8729002 <br />0 <br />Cl ssiepostergeffery,com <br />4 <br />s Flowers Family Care <br />G6_,�,Ie <br />Date <br />Design Code Reference Document <br />Risk Category <br />Site Class <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />l ANCE <br />Master ID: <br />Date: <br />- <br />W Buffets Ante <br />Bowers Museum <br />W 20th S Map data W026 <br />3/1112026, 5:32:04 PM <br />ASCE7-22 <br />11 <br />Default <br />Type Value Description (Data) <br />SS 1.51 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. <br />S1 0.53 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. <br />SMS 1.78 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 1.22 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 1.19 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g. <br />SD1 0.82 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 0.67 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g <br />TS 0.688 TS = SD1/SDS, in seconds, for construction of the two -period design spectrum <br />To 0.138 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 />
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