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6/23/24, 5:44 PM ATC Hazards by Location <br />6 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. <br />® The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why, <br />ICITC Hazards by Location <br />Search Information <br />Address: <br />2014 Oak St, Santa Ana, CA 92707, USA <br />Coordinates: <br />33.7218,-117.8626581 <br />Elevation: <br />67 ft <br />Ti m esta m p: <br />2024-06-24T00:41:45.796Z <br />Hazard Type: <br />Seismic <br />Reference Document: <br />ASCE7-16 <br />Risk Category: <br />II <br />Site Class: <br />D-default <br />Basic Parameters <br />Name <br />Value <br />Description <br />Ss <br />1.279 <br />MCER ground motion (period=0.2s) <br />S1 <br />0.457 <br />MCER ground motion (period=1.0s) <br />SMS <br />1.535 <br />Site -modified spectral acceleration value <br />SM1 <br />* null <br />Site -modified spectral acceleration value <br />SDS <br />1.023 <br />Numeric seismic design value at 0.2s SA <br />SDl <br />* null <br />Numeric seismic design value at 1.0s SA <br />* See Section 11.4.8 <br />Additional Information <br />CITY OF SANTA ANA <br />Planning and Building Agency <br />Approved <br />FOR PERMIT ISSUANCE <br />xnard Thousand Los Angeles San Berna dinoo ggcc''In� <br />Oaks ° r kAasat <br />',tc� a 'te67 ft Riversi <br />Date: <br />Palm Spi <br />Long Beach 'Tri <br />aheim a <br />ne <br />Huntington Murne:a <br />Beach <br />0 <br />Temecula <br />OOgI LoL•' Mapdata©2024Google,INEGI Reportamaperror <br />Name <br />Value <br />Description <br />SDC <br />* null <br />Seismic design category <br />Fa <br />1.2 <br />Site amplification factor at 0.2s <br />Fv <br />* null <br />Site amplification factor at 1.0s <br />CRS <br />0.93 <br />Coefficient of risk (0.2s) <br />CRt <br />0.927 <br />Coefficient of risk (1.0s) <br />PGA <br />0.541 <br />MCEG peak ground acceleration <br />FpGA <br />1.2 <br />Site amplification factor at PGA <br />PGAM <br />0.649 <br />Site modified peak ground acceleration <br />T, <br />8 <br />Long -period transition period (s) <br />SsRT <br />1.279 <br />Probabilistic risk -targeted ground motion (0.2s) <br />SsUH <br />1.375 <br />Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />SsD <br />1.643 <br />Factored deterministic acceleration value (0.2s) <br />S1 RT <br />0.457 <br />Probabilistic risk -targeted ground motion (1.0s) <br />S1 UH <br />0.494 <br />Factored uniform -hazard spectral acceleration (2% probability of <br />exceedance in 50 years) <br />S1 D <br />0.6 <br />Factored deterministic acceleration value (1.0s) <br />PGAd <br />0.672 <br />Factored deterministic acceleration value (PGA) <br />* See Section <br />11.4.8 <br />The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any <br />output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. <br />https://hazards.atcouncii.org/#/seismic?lat=33.7218&ing=-117.8626581 &address=2014 Oak St%2C Santa Ana%2C CA 92707%2C USA 1/2 <br />