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SEISMIC DESIGN DATA - RISK CATEGORY: <br />- SEISMIC IMPORTANCE FACTOR, Ie: <br />- MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: <br />- SITE CLASS: <br />- DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS: <br /> <br />- SEISMIC DESIGN CATEGORY: <br />- DESIGN BASE SHEAR: <br />- FUNDAMENTAL STRUCTURE FREQUENCY, f1: <br />- RESPONSE MODIFICATION COEFFICIENT, R: <br />- ANALYSIS METHOD: <br />WIND DESIGN DATA - RISK CATEGORY: <br />- EXPOSURE CATEGORY: <br />- TOPOGRAPHIC CATEGORY: <br />- TOPOGRAPHIC FACTOR, Kzt: <br />- ULTIMATE WIND SPEED (3-SECOND GUST): <br />II <br />1.0 <br />Ss = 1.290 <br />S1 = 0.462 <br />D <br />Sds = 1.032 <br />Sd1 = 0.566 <br />D <br />11.056 kips <br />1.3947 Hz <br />1.5 <br />EQUIVALENT <br />LATERAL FORCE <br />PROCEDURE <br />(METHOD I) <br />PLANS PREPARED FOR: <br />PROJECT INFORMATION: <br />SHEET TITLE: <br />SHEET NUMBER: <br />TEP #: <br />REVISION: <br />SEAL: <br />PLANS PREPARED BY: <br />326 TRYON ROAD <br />RALEIGH, NC 27603 <br />OFFICE: (919) 661-6351 <br />www.tepgroup.net <br />DRAWN BY: <br />CHECKED BY: <br />2120 3/4 SOUTH BRISTOL <br />SANTA ANA, CA 92704 <br />(ORANGE) <br />, <br />RKE <br />SMS <br />229344.113007 <br />0DS-1 <br />DRAWING <br />SUMMARY <br />THIS PAGE INTENTIONALLY LEFT BLANK <br />0 7-20-2025 STRUCTURAL ANALYSIS <br />DATE ISSUED FOR:REV <br />July 20, 2025 <br />II <br />C <br />1 <br />1.000 <br />95 MPH