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Job, Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB <br /> 131915385 <br /> 98962 Al ROOF TRUSS 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 10:12:44 2017 Page 2 <br /> ID:kzoknrf2AmUSVNvIsfLrRBlzourb-Vaf ROkuxggLEHeeOff6j7YdhmUYIVV OLjhXoy94Y1 <br /> NOTES- <br /> 11) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)185 lb down and 32 lb up at 1-7-2,539 lb down at 2-4-12,803 lb <br /> down and 25 lb up at 4-0-0,392 lb down and 54 lb up at 6-0-0,389 lb down and 95 lb up at 8-0-0,391 lb down and 155 lb up at 10-0-0,1264 lb down at 12-0-0,526 lb <br /> down at 14-0-0,1264 lb down at 16-0-0,391 lb down and 155 lb up at 17-11-0,389 lb down and 95 lb up at 19-11-0,and 392 lb down and 54 lb up at 21-11-0,and 803 <br /> lb down and 25 lb up at 23-11-0 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. <br /> 12)Attic room checked for L/360 deflection. <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=-90,5-7=-90,7-8=-90,8-10=-100,10-11=-90,11-12=-90,13-25=-20,17-22=-30,4-8=-10 <br /> Drag:3-22=-6,9-17=-6 <br /> Concentrated Loads(lb) <br /> Vert:21=391(F)27=-185(F)28=-279(F)29=-803(F)30=-392(F)31=-389(F)32=-1264(F)33=-526(F)34=-1264(F)35=-391(F)36=369(F)37=-392(F)38=-803(F) <br /> t t <br /> AWARNING-Verity design parameters end READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE M11.7473 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 /> . <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/TPII Quality Criteria,DSB-89 and SCSI 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 63617 <br />