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EF I I M EPIQ ENGINEERING, LLC SUBJECT: ONTRAC <br /> 1704 8TH AVE S JOB NO: 22319 PAGE: 3 <br /> STRUCTURAL NASHVILLE, TN 37203 ENGINEER: MARTIN DATE: 5/23/22 <br /> S O L. U T i O N 5 <br /> 5. DESIGN LOADS, CONT. <br /> 5.2 SEISMIC LOADS <br /> PROJECT RISK CATEGORY: II ASCE 7, TABLE 1.5-I <br /> SEISMIC IMPORTANCE FACTOR, IE: 1.0 ASCE 7, TABLE 1.5-2 <br /> REDUNDANCY FACTOR, p: 1.3 ASCE 7, 12.3.4 <br /> SOIL SITE CLASSIFICATION: D ASSUMED PER ASCE 7, 11.4.2 <br /> SPECTRAL RESP. PARAMETER, SI: 0.424 ATC SEISMIC REPORT <br /> SPECTRAL RESP. PARAMETER, SS: 1.192 ATC SEISMIC REPORT <br /> SPECTRAL RESP. PARAMETER, SDI: NULL ATC SEISMIC REPORT (DOES NOT CONTROL DESIGN) <br /> SPECTRAL RESP. PARAMETER, SDS: 0.954 ATC SEISMIC REPORT <br /> SEISMIC DESIGN CATEGORY: D ASCE 7, 11.6 <br /> ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7 <br /> X-DIRECTION FRAMING SYSTEM: <br /> SEISMIC FORCE-RESIST. SYSTEM: STEEL ORDINARY MOMENT FRAME WITH PERMITTED HEIGHT INCREASE <br /> RESPONSE MOD. FACTOR, R: 2.50 ASCE 7, TABLE 15.4-I <br /> OVERSTRENGTH FACTOR, 0: 2.00 ASCE 7, TABLE 15.4-I <br /> SEISMIC RESPONSE COEFF, Cs: 0.382 ASCE 7, 12.8.1 AND 15.4.1 <br /> Y-DIRECTION FRAMING SYSTEM: <br /> SEISMIC FORCE-RESIST. SYSTEM: STEEL ORDINARY MOMENT FRAME WITH PERMITTED HEIGHT INCREASE <br /> RESPONSE MOD. FACTOR, R: 2.50 ASCE 7, TABLE 15.4-I <br /> OVERSTRENGTH FACTOR, S2: 2.00 ASCE 7, TABLE 15.4-I <br /> SEISMIC RESPONSE COEFF, Cs: 0.382 ASCE 7, 12.8.1 AND 15.4.1 <br />