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• Job Truss Truss Type Qty Ply submittals <br /> 111803710 <br /> BB706360 VA02 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 09:40:58 2017 Page 1 <br /> I D:OhA?hrZ2N63g05By_hJgA?z1 n9y-Td 1 IvEC7STRPIP9GJB_irv7gdbX124iMgP 19cCyzAi3 <br /> i 3-5-8 I 6-11-0 <br /> 3-5-8 3-5-8 <br /> 4x4= Scale=1:15.5 <br /> 2 <br /> 6.00[12 <br /> • <br /> TY 1 <br /> ST1 <br /> 3 <br /> B1 <br /> 6 - ilk <br /> �X x x x %C X x k o <br /> a ,x:�'�,<�x: ;<7:')6(:,��'�',�.A��x:�.X'X>; X X�X,�xk�, ,<,��k k���. > X � <br /> 4 <br /> 2x4 % 2x4 II 2x4 <br /> 0.4,8 6-11-0 <br /> 0.018 6-10-8 <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a - n/a 999 MT20 185/148 <br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.06 Vert(CT) n/a - n/a 999 <br /> TCDL 8.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 3 n/a n/a <br /> BCLL 0.0 Code IRC2015/TP12014 Matrix-P Weight:17 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. (lb/size) 1=117/6-10-0 (min.0-1-8),3=117/6-10-0 (min.0-1-8),4=220/6-10-0 (min.0-1-8) <br /> Max Horz 1=-32(LC 11) <br /> Max Uplift 1=-56(LC 10),3=-62(LC 11),4=-49(LC 10) <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=l30mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat.ll;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,,3,4. <br /> LOAD CASE(S) Standard <br /> . EL.' St.:.0:1 WA'SN'JAI V./ * <br /> 1 K <br /> Lc, � P. .; 0 : <br /> . � w <br /> .0 <br /> tk '9969 <br /> NAL <br /> July 11,2017 <br /> t <br /> ai- <br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.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 106";..9 <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII Quality Criteria,DSB-89 and BCSI1 Building Component ai., n / <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRINC. <br />