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Job Truss Tripe Qty Ply SENSTMENTS <br /> 110891387 <br /> 88511099 CO1 Common Structural Gable 2 1 <br /> Job Reference(optional) <br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:04 2015 Page 1 <br /> ID:JRyKDtEV2yu71HfinEZADYyKNrtF-f2TFgBrAF69rYlo7sUoUFeFJvO6ta0NtodCgF6yCzkT <br /> I 6-4-0 I 12-8-0 I <br /> 6-4-0 6-4-0 <br /> Scale=1:20.8 <br /> 4x6 = <br /> 2 <br /> 6.00 12 <br /> 1 T1 <br /> • <br /> — W1 — <br /> ST3 ST3 <br /> ST2 ST2 — <br /> ST1 ST1 <br /> 3 <br /> IR <br /> jiØi <br /> 0 <br /> 3x6 i 10' 3x6 <br /> 9 8 7 6 5 4 <br /> 2-8-8 I 6-4-0 12-8-0 I <br /> 2-8-8 3-7-8 6-4-0 <br /> Plate Offsets(X,Y)— 11:0-2-9,0-1-81,13:0-2-9,0.1-81 <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 0.49 Vert(LL) n/a - n/a 999 MT20 185/148 <br /> TCDL 8.0 Lumber DOL 1.15 BC 0.55 Vert(TL) n/a - n/a 999 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.16 Horz(TL) -0.00 4 n/a n/a <br /> BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight:50 lb FT=20% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 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 /> OTHERS 2x4 DF Stud be installed during truss erection,in accordance with Stabilizer <br /> Installation guide. <br /> REACTIONS. All bearings 7-3-0. <br /> (Ib)- Max Horz 10=38(LC 6) <br /> Max Uplift All uplift 100 lb or less at joint(s)7,4,6,10,8 except 5=-225(LC 18),9=-225(LC 17) <br /> Max Gray All reactions 250 lb or less at joint(s)5,6,9,8 except 7=627(LC 1),4=392(LC 18),10=392(LC 17) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 1-2=36/363,2-3=-37/363 <br /> WEBS 2-7=-641/95 <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=oft; <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) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry <br /> Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. <br /> 4)All plates are 1.5x4 MT20 unless otherwise indicated. <br /> 5) Gable studs spaced at 1-4-0 oc. <br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 7)*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. V.,. F'O ; <br /> 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)7,4,6,10,8 except `Z� `N, ` ��/ ' <br /> (jt=lb)5=225,9=225. �L k3 ///1 :ji <br /> 9)Non Standard bearing condition. Review required. k �,�r�� <br /> 10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced r t/ •(t I.J <br /> standard ANSVTPI 1. "1:1 <br /> •� 1 � <br /> 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 71 j <br /> LOAD CASES Standard vlr ,,a.� <br /> O '� � 17969 . <br /> 't,p4plcCis-1it`t`4v�C, <br /> • ONAt 89 <br /> December 2,2015 <br /> t <br /> AIME I., - <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 regardingill <br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSIITPII 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. ' <br />