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• <br /> Job Truss Truss Type Qty Ply HENDEL CONSTRUCTION LLC LMB <br /> 131915386 <br /> 98962 A1A 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 10:12:47 2017 Page 2 <br /> I D:kzoknrf2AmUS Ww1 sfLrRB 1 zourb-v9K74PmnEl2w5IMD4nCpLmA8dzVXVsdQ5JyL87y94Y_ <br /> NOTES- <br /> 12) Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)1176 lb down at 2-3-4,344 lb down at 0-8-13,803 lb down and 25 lb <br /> 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 11-11-0,526 lb down at <br /> 13-11-0,1264 lb down at 15-11-0,391 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 lb <br /> 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 /> 13)Attic room checked for U360 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(Ib) <br /> Vert:21=391(B)27=129(B)28=-1176(B)29=-803(B)30=-392(B)31=-389(B)32=-1264(B)33=-526(B)34=-1264(B)35=-391(B)36=-389(B)37=-392(B) <br /> 38=-803(B) <br /> t 1 <br /> A WARNING-Verily 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 budding 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 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 />