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Job Truss Truss Type Qty Ply submittals <br /> 111803714 <br /> BB706360 VB02 Valley 1 1 <br /> Job Reference(optional) <br /> The Truss Co., Burlington,WA,98233 8.030 s Oct 5 2016 MiTek Industries,Inc.Tue Jul 11 09:41:00 2017 Page 1 <br /> ID:OhA?hrZ2N63g05By_hJgA?zln9y-Q083KwD0_5h7JJfRbOAwKCCOPBAW heBiWGh4yzAil <br /> I 2-6-0 I 5-0-0 I <br /> 2-6-0 2-6-0 <br /> 3x4= Scale=1:12.6 <br /> 6.00 12 2 <br /> T3 <br /> M <br /> 1,,,„,,,,c,,,i5 <br /> B1 <br /> -r J \� ,c <br /> d \, he.:`® 114,..41WMIESWIPIAlikeiMlit <br /> .i C <br /> 2x4 2x4 - <br /> 0-pla 5-0-0 <br /> o--a 4-11-8 <br /> Plate Offsets(X,Y)-- [2:0-2-0,Edqe] <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a - n/a 999 MT20 185/148 <br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.13 Vert(CT) n/a - n/a 999 <br /> TCDL 8.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a <br /> BCLL <br /> BCDL 7.p Code IRC2015TTP12014 Matrix-P Weight:11 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. <br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> MiTek recommends that Stabilizers and required cross <br /> bracing be installed during truss erection,in accordance with <br /> Stabilizer Installation guide. <br /> REACTIONS. (lb/size) 1=150/4-11-0 (min.0-1-8),3=150/4-11-0 (min.0-1-8) <br /> Max Horz 1=21(LC 10) <br /> Max Uplift 1=-53(LC 10),3=-53(LC 11) <br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> NOTES- <br /> 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enclosed; <br /> MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> plate grip DOL=1.60 <br /> 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 <br /> 3) Unbalanced snow loads have been considered for this design. <br /> 4) Gable requires continuous bottom chord bearing. <br /> 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 6)*This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 <br /> wide will fit between the bottom chord and any other members. <br /> 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)1,3. <br /> LOAD CASE(S) Standard <br /> , 0 L. pot, <br /> r4, Atiarriiis <br /> i <br /> 199t►9 9 <br /> Gi <br /> s"oNAL 4 <br /> July 11,2017 <br /> WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USE. /JJt�/i <br /> Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component. x ` <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 responsibillity of the <br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding V <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPI7 Quality Criteria,DSB-89 and BCSI1 Building Component y1.� C�,., <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. til@TRUSS O.INC. <br />