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StrAtural <br /> LiPonp,-pts <br /> ',1-1-kr'' ngineering <br /> 1200 N.Jefferson Ste.Ste F Anaheim.CA 92807 Tel:714.632.7330 Fax:714.632.7763. <br /> By: BOB S Project: BOEING Project#:P-051315-2LV <br /> Design Data Configuration:REMSTAR SHUTTLE XP HD-500 <br /> 1)The analyses of the storage equipment conforms to the requirements of the 2012 IBC&ASCE 7-10 <br /> 2)Anchor bolts shall beprovided by installer per ICC reference on the calculations herein.The installer must provide <br /> any special inspection as called out on plans or calculations,or as required by the ICCC report Indicated herein. <br /> 3) All welds shall conform to AWS procedures,utilizing E70xx electrodes or similar.All such welds shall be performed <br /> in shop,with no field welding allowed other than those supervised by a licensed deputy.inspector, <br /> 4)The slab on grade is 12"thick with minimum 2500 psi compressive strength.Soil bearing capacity is 500 psf. <br /> Existing'slab on grade checked only for puncture and bending, <br /> Configuration:REMSTAR SHUTTLE XP HD-500 <br /> ,�Iri Configuration <br /> D= 120.98 in <br /> H= 321.00 in <br /> 111 L= 133.07 in <br /> Dead Load= 4,761 lb <br /> I Live Load= 9,000 lb. <br /> H Anchors'= (8)5/8"diam x 4"Embed <br /> REMSTAR HILTI MK BOLT TZ#1917 per base <br /> SHUTTLE <br /> XP <br /> ..----‹ <br /> D L <br /> INI......s.,---- \X...__-------- <br /> Vertical Carousel System <br /> Page te` <br /> 7 l <br />