My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1323 N Spurgeon St #1 - Plan
PBA
>
Building
>
ProjectDox
>
S
>
Spurgeon St
>
1323 N Spurgeon St Unit# 1
>
1323 N Spurgeon St #1 - Plan
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2026 5:00:20 AM
Creation date
5/29/2026 5:00:08 AM
Metadata
Fields
Template:
Plan
Permit Number
101126514
Full Address
1323 N Spurgeon St Unit# 1
Street Number
1323
Street Direction
N
Street Name
Spurgeon
Street Suffix
St
Unit Number
1
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
19
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Announcement <br />ASCE 7-22 is now available. <br />1323 N Spurgeon St, Santa Ana, CA 92701, USA <br />Latitude, Longitude: 33.7565759, -117.8648903 <br />Date 2/18/2026, 9:35:57 AM <br />Design Code Reference Document ASCE7-22 <br />Risk Category II <br />Site Class Default <br />Type Value Description (Data) <br />SS 1.49 The MCER spectral response acceleration at 0.2 seconds for Site Class BC, in units of g. <br />S1 0.51 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g. <br />SMS 1.77 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 1.2 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 1.18 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 0.8 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 Value Description (Data Contd.) <br />SDC D Seismic design category <br />PGAM 0.66 PGAM, the Geometric-Mean Maximum Considered Earthquake (MCEG) peak ground acceleration for the user-specified Site Class, in units of g <br />TS 0.681 TS = SD1/SDS, in seconds, for construction of the two-period design spectrum <br />T0 0.136 T0 = 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 />Page 6 <br />APPROVED <br />1323 N Spurgeon St #1 <br />Allissa Zuniga <br />5/28/2026
The URL can be used to link to this page
Your browser does not support the video tag.