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, Job Truss Truss Type Qty Ply submittals <br /> 111803713 <br /> BB706360 VBO1 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 09:40:59 2017 Page 1 <br /> ID:OhA?hrZ2N63g05By_hJgA?zln9y-ygag7aCmDnZGMZkStuVxO7g0b?sonXiVv3mj8eyzAi2 <br /> 4-6-0 1 9-0-0 <br /> 4-6-0 4-6-0 <br /> 4x4 = Scale=1:20.5 <br /> 2x4 H 3 4 2x4 II <br /> 6.00 171T 2 10 <br /> 9 1 <br /> 1 <br /> 0 <br /> ST1 ST2 ST1 <br /> 5 <br /> 8 7 6 <br /> 2x4 2x4 II 2x4 II 2x4 H 2x4 <br /> 0-Qr8 9-0-0 <br /> 0-018 8-11-8 <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a - n/a 999 MT20 185/148 <br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.07 Vert(CT) n/a - n/a 999 <br /> TCDL 8.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 5 n/a n/a <br /> BCLL 0.0 * Code IRC2015/TP12014 Matrix-SH Weight:27 lb FT=20% <br /> BCDL 7.0 <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. <br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br /> OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross <br /> bracing be installed during truss erection,in accordance with <br /> Stabilizer Installation guide. <br /> REACTIONS. All bearings 8-11-0. <br /> (Ib)- Max Horz 1=44(LC 10) <br /> Max Uplift All uplift 100 lb or less at joint(s)1,5 except 7=-332(LC 1),6=-199(LC 11),8=-201(LC 10) <br /> Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 6=382(LC 17),8=382(LC 16) <br /> FORCES. (Ib)-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)1,5 except <br /> (jt=lb)7=332,6=199,8=201. <br /> LOAD CASE(S) Standard <br /> WASyt <br /> / I <br /> (4011' <br /> ���' <br /> .q * t <br /> 19969 <br /> ON <br /> July 11,2017 <br /> Adi <br /> • <br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ms-7473 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. / <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 <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and BCSI1 Building Component y7., � <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. Lt le iw.RUSSco.INC. <br />