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Job Truss Truss Type Qty Ply submittals <br /> o 111803702 <br /> BB706360 A01 Common Girder 1 3 Job Reference(optional) <br /> The Truss Co., Burlington,WA,98233 8.030 s Oct 5 2016 MiTek Industries,Inc.Tue Jul 11 09:40:52 2017 Page 2 <br /> ID:DYVe4WH3wNiyn_iNU1ZZcRz3MY8-fTflfB7NtdgG1 Ui6zwtHcetoEBQGelyTlTarOYyzAi9 <br /> LOAD CASE(S) Standard <br /> 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 <br /> Uniform Loads(plf) <br /> Vert:1-3=-66,3-5=-66,1-5=-14 <br /> Concentrated Loads(Ib) <br /> Vert:10=-931(F)11=-931(F)12=-931(F)13=-931(F)14=-931(F)15=-931(F) <br /> • <br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIf-7473 BEFORE USE. <br /> Al' <br /> Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. <br /> Applicability of design paramenters and proper incorporation of component Is responsibility of building designer-not truss designer.Bracing shown <br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the <br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIRPII Quality Criteria,DSB-89 and BCSI1 Building Component <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. ihe iw.RUSSCO.INC. <br />