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Job Truss Tr411e 'Qty Ply SE.TMENTS
<br /> 110891384
<br /> BB511099 A03 Common Supported 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 14:41:01 2015 Page 1
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<br /> 13-4-0I 26-8-0
<br /> 13-4-0 13-4-0
<br /> 4x4= Scale=1:46.0
<br /> 10
<br /> 9 11
<br /> g 12
<br /> 440
<br /> 6.00 12 13
<br /> 7
<br /> 6 - 14
<br /> 5 15
<br /> M
<br /> I-- 4 ST8 ST9 ST 8 16
<br /> •
<br /> 3 - ST' ST 17
<br /> S T6 ST6
<br /> 2 - ST4 ST5 ST5 ST4 18
<br /> ST3 ST3
<br /> ST2 ST2 •
<br /> 1 STI ST' 19
<br /> i90 9- 9 Fil 9 $ 9 9 @ .,xxX
<br /> @ 'f 9 * -9- I$
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<br /> 3x4= 3x4 =
<br /> 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20
<br /> 5x6=
<br /> 1i___ -- ----- 26-8-0 I
<br /> 1-4-0 25-4-0
<br /> Plate Offsets(X,Y)— 126:0-3-0,0-3-01
<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 0.18 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> TCDL 8.0 Lumber DOL 1.15 BC 0.15 Vert(TL) n/a - n/a 999
<br /> BCLL 0.0 * Rep Stress Incr YES WB 0.17 Horz(TL) -0.01 20 n/a n/a
<br /> BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:150 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 /> OTHERS 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. All bearings 24-0-0.
<br /> (Ib)- Max Horz 36=-81(LC 6)
<br /> Max Uplift All uplift 100 lb or less at joint(s)20,21,22,23,24,25,26,27,36,35,34,33,32,31,30,29
<br /> Max Gray All reactions 250 lb or less at joint(s)28,21,22,23,24,25,26,27,35,34,33,32,31,30,29
<br /> except 20=348(LC 18),36=348(LC 17)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<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=27ft;eave=2ft;
<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.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 /> 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)20,21,22,23,24, _I 1,,, PO1'
<br /> 25,26,27,36,35,34,33,32,31,30,29. $1`Z ,y.` ry
<br /> 9) Non Standard bearing condition. Review required. ,� .-� /�
<br /> 10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced 4 'V ::',:4, f• ^ 4/' r
<br /> standard ANSI/TPI 1. ''� / I t
<br /> 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. a ,1 rl r .r �` rf
<br /> LOAD CASE(S) Standard �r�;',.t:"
<br /> r. O1 I9969
<br /> �.4 k7islF.0'0 ,-
<br /> December 2,2015
<br /> ,© WARNING-Verify 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 ANSIRPII Quality Criteria,DSB-89 and BCS11 Building Component LL.
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719. LheTRUSSCO.INC.'/\/l//�J_
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