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y <br /> �[ er L <br /> EQ <br /> lot, <br /> 3000 <br /> - 0.276 .67(3000 LB) 565 <br /> L fit, 770 t)'� ¢ 5 �f ITI /34 <br /> i 17600 <br /> IA' 11V <br /> g _ F j2260 �, �565 � j$ e 157 <br /> 17600 A <br /> 4 <br /> 411 lb <br /> C <br /> F 701 <br /> 1 992 _ <br /> rl 571 ` 411 <br /> � <br /> � ) _701 ' T" 992 M:T) 81 T a <br /> a 2200 LB/(2 LEGS) = 1100 LB [ASD] <br /> ECG CASE <br /> *FULL LOAD AT TOP SHELF ONLY <br /> T = (0 276[(3000 LB)(13' 8") + (110 LB)(5' 10")] - (3000 LB)(1,' 10")1/(3' 8") <br /> 1650 LB/(2 LEGS) = 825 LB [ASD] <br /> Description /" � ` By Date <br /> Checked Date <br /> ENGINEERING Scale Sheet No. <br /> 250 4th Ave.South <br /> Suite 200 Job No. <br /> Edmonds,WA 98020 Project Y _ '1 7 <br /> 425.778.8500 + <br /> www.cgengineering.com �. '' <br />