HomeMy WebLinkAbout265 CHINQUAPIN AVE; ; PC2020-0036; PermitGeotechnical Investigation for Proposed Residence Additions and cw Accessory
Dwelling Unit
Page 12
A1>ril 24, 2020
Project No. 20-1 J06F7
265 Chinquapin A,·enue
Carlsbad, California 92008
FIGURE 5
SEISMIC DESIGN VALUES
265 Chinquapin Ave. Carlsbad CA 92008, USA
Date
Design Code Reference Document
Risk Category
Site Class
Type Value
s! 1.094
S: 0.395
S\,S 1.162
s .. : null -See Section 11.4 8
S:: 0.775
S:: null -See Sect en 11.4.8
Type Value
SDC null -See Section 11.4.8
F • 1062
F. null -See Section 11.4.8
Description
Description
4/19/2020, 10:19:16 AM
ASCf7-16
n
D -Stiff Soil
MCEq ground motion. (for 0.2 second period)
MCE, ground motion. (for :!..Os perood)
Site-modified spectral acceleration value
Site-modified spectral acceleration value
Numeric se,smic des,gn value at 0.2 second SA
Numeric seismic design 1alue at LO second SA
Seismic design category
Site amplification factor dt 0.2 second
Site amplification factor at 1.0 second
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