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Kingworks JOB TITLE POE Marina Village RTU <br />CONSULTING ENGINEERS Structural Calculations <br />600 Dupont St' Ste B JOB NO. 122100 SHEET NO. <br />Bellingham, WA 98225 CALCULATED BY JT DATE 5/18/22 <br />360-714-8260 www.king-works.com CHECKED BY DATE <br />Calculate Unit Overturning and Shear For Wind & Seismic <br />Unit: <br />14 SEER (453LBS + 80LB CURB + 30LB ADAPTER) <br />Weight = <br />563 Ibs <br />Length = <br />4 ft <br />Width = <br />4 ft <br />Height = <br />4.667 ft <br />Overturning in Short Direction <br />Max/Min Reactions (LRFD) <br />1.2D+E: 520 Ibs <br />.9D+E: 71 Ibs <br />1.2D+W: 918 Ibs <br />.9D+W:-3271bs <br />rro ` Max/Min Reactions (ASD) <br />ro <br />v D+.7E: 409 Ibs <br />6D+.7E: 41 Ibs <br />a, D+.6W: 629 Ibs <br />_ .6D+.6W:-1791bs <br />DESIGN LOADS <br />Overturning in Long Direction <br />Max/Min Reactions (LRFD) <br />1.2D+E: 520 Ibs <br />.9D+E: 71 Ibs <br />1.2D+W: 918 Ibs <br />.9D+W:-327lbs <br />E- <br />Max/Min Reactions (ASD) <br />cfl <br />D+.7E: 409 Ibs <br />11 <br />.6D+.7E: 41 Ibs <br />a, <br />D+.6W: 629 Ibs <br />_ <br />.6D+.6W:-1791bs <br />Page 6 of 24 <br />