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CITY OF SANTA ANA <br />Planning and Building Agency <br />ASCE <br />AMERICAN SOCIETY OF CML ENGINEERS <br />Address: <br />Y:33.737160 X:-117.938810 <br />ASCE Hazards Report <br />Standard: ASCE/SE17-16 Latitude: 33 <br />Risk Category: III Longitude: -1' <br />Soil Class: D - Default (see Elevation: 59 <br />Section 11.4.3) (N, <br />su'p.v r AVE <br />AVM <br />..... <br />�;dd-t N -v:vEc <br />uir,lx �: 1� t. It3der ,• Sch: <br />h� W P- <br />,q MA ROAR -A yr■ i _ ..—. __ —J'� �� L., 1-+4 i ••� <br />AVE - - .. ._ - •__).+� <br />-n. <br />w <br />hof �_ <br />Wind <br />Results: <br />Wind Speed <br />101 Vmph <br />10-year MRI <br />66 Vmph <br />25-year MRI <br />72 Vmph <br />50-year MRI <br />76 Vmph <br />100-year MRI <br />81 Vmph <br />Approved <br />FOR PERMIT ISSUANCE <br />M6 <br />93881 <br />M�0643395 f <br />Data Source: ASCE/SEI 7-16, Fig. 26.5-1 C and Figs. CC.2-1—CC.2-4, and Section 26.5.2 <br />Date Accessed: Fri Jun 07 2024 <br />Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear <br />interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds <br />correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability = <br />0.000588, MRI = 1,700 years). <br />Site is not in a hurricane -prone region as defined in ASCE/SEI 7-16 Section 26.2. <br />https://ascehazardtool.orgl Page 1 of 7 Fri Jun 07 2024 <br />