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Job' • ' Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB <br /> 132244368 <br /> 2205 G6-REPAIR PIGGYBACK BASE GIRDE 1 <br /> 2 Job Reference(optional) <br /> Scherer Brothers Truss Division,Albertville,MN 55301,. 8.030 s Aug 11 2017 MiTek Industries,Inc.Thu Jan 25 14:46:55 2018 Page 2 <br /> ID:gDDWhXA58dnXOajk8ifNjhyBPSN-vHgomUmerc8l RbOTyn5MZefxLgZychOVzkULkYzmT_ <br /> NOTES- <br /> 9)Refer to girder(s)for truss to truss connections. <br /> 10)Magnitude of user added load(s)on this truss have been applied uniformly across all gravity load cases with no adjustments. <br /> 11)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <br /> 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1176 lb down at 14-10-4,1137 lb down at 15-11-12,1137 lb down at <br /> 17-11-12,1137 lb down at 19-11-12,and 1137 lb down at 22-1-0,and 1131 lb down at 23-11-12 on bottom chord. The design/selection of such connection device(s)is <br /> the responsibility of others. <br /> LOAD CASE(S) Standard <br /> 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 <br /> Uniform Loads(plf) <br /> Vert:1-4=-90,4-6=-90,6-22=-90,15-17=-20,12-14=-20,11-12=-20,10-11=-20 <br /> Concentrated Loads(lb) <br /> Vert:15=-1176(F)12=-1137(F)13=-1137(F)26=-1137(F)27=-1137(F)28=1131(F) <br /> 1 1 <br /> WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev.10/03/2015 BEFORE USE. <br /> Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not11/1 <br /> a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br /> building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing M iTe k♦ <br /> is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br /> fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSIITPII Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd <br /> Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017 <br />