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Job Truss Truss Type Qty Ply submittals <br /> 111803712 <br /> 88706360 VA04 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?z1n9y-ygag7aCmDnZGMZkStuVxO7g?z?sgnXdVv3mj8eyzAi2 <br /> I 7-5-8 I 14-11-0 I <br /> 7-5-8 7-5-8 <br /> 4x4= Scale=1:29.1 <br /> 3 <br /> /Ns <br /> 6.00 I12 <br /> 9 10 <br /> 2x4 H 2x4 I I <br /> N 2 T 14 <br /> M 1 T. IN <br /> j ST1 <br /> 5 <br /> 1 <br /> Y ' r H Es Y ,o <br /> d <br /> 0 0 <br /> 3x4!: 8 7 6 3x4 <br /> 2x4 H 2x4 I I 2x4 <br /> 0- 8 14-11-0 I <br /> 0 -8 14-10-8 <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.16 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/TPI2014 Matrix-SH Weight:43 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 10-0-0 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 14-10-0. <br /> (Ib)- Max Horz 1=77(LC 10) <br /> Max Uplift All uplift 100 lb or less at joint(s)1,5,7 except 6=-201(LC 11),8=-201(LC 10) <br /> Max Gray All reactions 250 lb or less at joint(s)1,5,7 except 6=339(LC 17),8=339(LC 16) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> WEBS 4-6=-274/219,2-8=-274/219 <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 23.0psf 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)1,5,7 except <br /> (jt=lb)6=201,8=201. <br /> LOAD CASE(S) Standard <br /> :, L' <br /> APS <br /> &'iv - 4 <br /> 1 <br /> 7d <br /> 0 ter' <br /> 199659 <br /> 'i41ONAL �1a <br /> July 11,2017 <br /> f <br /> ® WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 BEFORE USE. <br /> ADesign 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 responsibilldy 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 BCSII Building Component i., �.n (Cf2,9)(3/ <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. the i RUSSco.INC. <br />