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Job Truss Tee Qty Ply SENOTMENTS <br /> 110891389 <br /> BB511099 D02 Common 2 1 <br /> Job Reference loationall <br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:06 2015 Page 1 <br /> ID:JRyKDtEV2yu?IHfinEZADYyKWIF-bQa?FtsRnkPZncyW ugyK3KhkCrV2wIAFxhmK?yCzkR <br /> 5-4-4 10-8-8 <br /> 5-4-4 5-4-4 <br /> 4x6 I I Scale=1:20.5 <br /> 2 <br /> 6.00 12 <br /> 1 T1 <br /> 1 W1 W1 <br /> 3 <br /> 1 <br /> o 81 o I$ <br /> 3x4= 5 X 3x4 = <br /> 1.5x4 i 4 <br /> 11 1.5x4- <br /> 1-4-0 <br /> 10-8-8 <br /> 1-4-0 0-1-12 7 9-0 0-9-i2 1-4-0 —� <br /> Plate Offsets(X,Y)— f1:0-0-12,Edgel,13:0-0-12,Edge1 <br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/deft L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.08 4-5 >999 240 MT20 185/148 <br /> TCDL 8.0 Lumber DOL 1.15 BC 0.34 Vert(TL) -0.15 4-5 >639 180 <br /> BCLL 0.0 * Rep Stress Ina YES WB 0.13 Horz(TL) 0.00 4 n/a n/a <br /> BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight:39 lb FT=20% <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 /> WEBS 2x4 DF Stud 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) 5=428/0-3-8 (min.0-1-8),4=428/0-3-8 (min.0-1-8) <br /> Max Horz 5=-32(LC 6) <br /> Max Uplift 5=-42(LC 8),4=19(LC 8) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> WEBS 2-5=-324/116,2-4=-324/97 <br /> NOTES- <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)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 /> 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 4)*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 wide will <br /> fit between the bottom chord and any other members. <br /> 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5,4. <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 l 1 4 F'p N <br /> 47$0 �' WASH) <br /> ��llfi <br /> 041 ppm') <br /> �Scst F�ccs <br /> *ION <br /> December 2,2015 <br /> 4 <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 MTek 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 responsibility 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 ANSI/TPI1 Quality Criteria,DSB-89 and BCSI1 Building Component <br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSSCo.INC. 7 <br />