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• <br /> • <br /> • Job, _ Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB <br /> 131915387 <br /> 98962 A2 ROOF TRUSS 4 1 <br /> Job Reference(optional) • <br /> Scherer Brothers Truss Division, Albertville,MN 55301 8.030 s Aug 11 2017 MiTek Industries,Inc. Thu Dec 14 10:12:49 2017 Page 2 <br /> ID:kzoknrf2AmUSWw1 sfLrRB 1 zourb-sYStV5o1 mNIdK3WcBCFHQBGSdnDvzm9jYd RSB?y94Xy <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:1-2=-90,2-4=-100,4-5=-90,6-7=-90,7-9=-100,9-10=-90,10-11=-90,12-26=-20,21-23=-30,16-21=-30,15-16=-30,4-7=-10,5-6=-90 <br /> Drag:3-23=-6,8-15=-6 <br /> Concentrated Loads(Ib) <br /> Vert:28=-500 <br /> 1 <br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-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,not <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 MiTek <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 ANSI/TPI1 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 />