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To Page 12 of 12 2015-03-04 13:38:12(GMT) 1 8664051 91 8 From: Khris Barber <br /> M5007-069 <br /> 1. SK-3 <br /> 312/15 <br /> AMERICAN BUILDINGS C 011v><PA NY <br /> A.YLJGOFi COMPANY <br /> NEW TOP RUNNING BRIDGE CRANE INFORMATION SHEET <br /> I To furnish an accurate design for the effect of a crane system on the rigid frame, it is necessary <br /> that the following information be furnished to American Buildings Company. <br /> Crane Runway Number: 1 Building: 1 <br /> Type of Crane: Top Running Bridge Location: Crane Aisle 1 <br /> Design Standard: MBMA No. of Cranes This Runway: 1 <br /> Length of Runway(ft): 80' <br /> Clear Ht. Req'd Under Runway Beam (ft): 1 (+/-) 11'4 <br /> Dimension <br /> a. Top of rail to underside of rafter (in.): I 41"Min <br /> b. Rail height from finished floor (ft): I (+/-) 13'0 <br /> c. Center line of rail to face of column (in.): + 8" Min <br /> d. C-L to C-L of rails or bridge span (ft):I (+/-) 21'4 <br /> Anticipated Size of Crane Rail (Ibs/yd) I 40 <br /> Assumed crane information, Runway Support Method: Brackets by ABC <br /> Runway Beam/Cap Channel by ABC? Yes <br /> Crane 1 n/a Vertical Deflections Limit (L/600): L/600 <br /> Crane Capacity (tons): 10 Horizontal Deflection Limit (min. U400): U400 <br /> CMAA Classification: C Runway Stops Provided by ABC? No <br /> Operation: Pendant Only Method of Rail Attachment: by others <br /> Bridge Weight(Ibs): 5,925 Rail & Attachment Provided by ABC? No <br /> Hoist/Trolley Weight (Ibs): 2,500 Max. Frame Drift at Rail Elevation(min H/100): H/100 <br /> Wheel Load,without impact (Ibs): 11,751 Longitudinal Crane Bracing by ABC? Yes <br /> Vertical Impact (min. 10%): 10% <br /> Horizontal Impact(min.20%): 20% <br /> No.of Wheels per End Truck: 2 NOTE:ABC will utilize vertical X-bracing as req'd by <br /> Crane Stop End Force (Ibs): design,where bridge cranes occur at interior columns. If <br /> Bumper Ht.Above Rail (in): interior X-braces are unnacceptable in certain locations, <br /> Wheel Base (ft): 8.25 please designate those restrictions in the Notes section <br /> Distance Between Whee . s. -I Cranes(ft): below. <br /> CRANE 1 i ,r CRANE 2 .' Notes: This is a transverse crane running from the FSW to the RSW <br /> 4 8.25 ::---b- <br /> Note:Delivery of crane runway steel is contingent upon our ability to obtain raw material from the rolling mills. Due to the nature of mill schedules, <br /> delivery of crane steel cannot be confirmed until raw material is received at ABC.Schedules given for crane steel are estimates and are subject to <br /> change.in some cases material can be obtained from an alternate warehouse facility,at a significantly higher price,to meet a particular schedule. <br /> Your price is based upon mill sourcing.If you wish for ABC to"out-source"this material,please make a special request to your Customer Service Rep. <br /> 03/02/201 <br /> Page 4 of 4 <br />