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Job Truss Tr. Qty Ply SEN MENTS <br /> 110891393 <br /> BB511099 M02 Monopitch 6 1 <br /> Job Reference(optional) <br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:08 2015 Page 1 <br /> ID:JRyKDtEV2yu?IHfinEZADYyKWtF-XpilgZuhJLfH1 v6v5JsQPUQ 1 r?WFWssTjFAtOuyCzkP <br /> 5-4-0 <br /> 5-4-0 <br /> 2x4 II Scale=1:18.4 <br /> 2 <br /> •400.000/00110111.6.00 <br /> B1 N <br /> 4x4 = 3 <br /> 4 1.5x4 II <br /> 1-4-0 1 112 5-4-0 I <br /> 1-4-0 o-142 2 3-10-4 <br /> Plate Offsets(X,Y)— El:0-2-4,Edael <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) 0.01 3-4 >999 240 MT20 185/148 <br /> TCDL 8.0 Lumber DOL 1.15 BC 0.39 Vert(TL) 0.02 3-4 >999 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 3 n/a n/a <br /> BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:17 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins, except <br /> BOT CHORD 2x4 HF No.2 end verticals. <br /> WEBS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> MiTek recommends that Stabilizers and required cross bracing <br /> be installed during truss erection,in accordance with Stabilizer <br /> Installation guide. <br /> REACTIONS. (lb/size) 3=125/Mechanical,4=290/0-3-8 (min.0-1-8) <br /> Max Horz 4=66(LC 5) <br /> Max Uplift 3=-20(LC 5),4=-35(LC 8) <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=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=4ft; <br /> Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 <br /> plate grip DOL=1.60 <br /> 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 3)*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 wide will <br /> fit between the bottom chord and any other members. <br /> 4) Refer to girder(s)for truss to truss connections. <br /> 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)3,4. <br /> 6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced <br /> standard ANSI/TPI 1. <br /> 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. <br /> LOAD CASE(S) Standard Po 14/. <br /> ¢�F WAS///y 4s • <br /> • I., ( " c�T„, J.. <br /> 'lam; ,, t � <br /> 41,7 <br /> 0� 171169 � <br /> ., � RIN AMat.`�v "1 <br /> " •4.()NAt, <br /> December 2,2015 <br /> WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITER 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 <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSITTPII Quality Criteria,DSB-89 and BC5I1 Building Component l., f� <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTR V SSco.INC.. ^ <br />