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Project No.: 219.007-24 DATE : 01/31/24 <br />PROJECT: Vietnamese Alliance Church PV BY : ESY <br />Code:2022 CBC, ASCE 7-16 CHAPTER 11, 12, 13 SEISMIC DESIGN CRITERIA <br />Soil Site Class:D, Default Table 20-3-1, If default is chosen, Min F a = 1.2 <br />Ss:131.5 %g (USGS using Latitude/Longitude) <br />S1:46.9 %g <br />Fa:1.200 Table 11.4-1 <br />Fv:1.831 Table 11.4-2 <br />SMS:1.578 F a •S s <br />SM1:0.859 F v •S 1 <br />SDS:1.052 2/3(S MS ) <br />SD1:0.572 2/3(S M1 ) <br />Occupancy: <br />Ip:1 ASCE 7-16, Section 13.1.3 <br />Component = <br />ap =2.5 ASCE 7-16, Table 13.5-1 or 13.6-1 <br />Rp =6 <br />height of struct to pt. of attachment, z =1 <br />ave. roof height to base, h =2 <br />Seismic Force: <br />Fp =0.4apSDS x (1+2(z/h)) x Wp ASCE 7-16, Eq 13.3-1 <br />(Rp/Ip) <br />Fp =0.351 x Wp <-- Governs <br />Fp,min =0.3SDSIp x Wp ASCE 7-16, Eq 13.3-3 <br />Fp,min =0.316 x Wp <br />Fp,max =1.6SDSIp x Wp ASCE 7-16, Eq 13.3-2 <br />Fp,max =1.683 x Wp <br />Fp =0.351 x Wp (LRFD) <br />II <br />Other Electrical Components constructed of sheet Metal Framing <br />Seismic Demands on Non-Structural Components <br />ASCE 7-16 Section 13.3.1 <br />BRIORIE 2 <br />STRUC BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />BRIDGEORIE 2 <br />STRUCTURAL <br />Page 41 <br />2130 N Grand Ave <br />10/1/2024