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<br /> 1 1 .1 Z
<br /> Job Truss Truss Type Qty Ply Goodman/Chacon
<br /> B1604635 A01 California Girder 1 1
<br /> Job Reference(optional)
<br /> ProBuild Arlington,Ariington,WA 98223 Run:7.640 s Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Sep 28 12:12:14 2016 Page 1
<br /> ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-vF5uliupl YggaA4t331gzFwekOr28LEeeK1 TphyZ4J1
<br /> -4-0-0 0-0-03-8-12 7-0-108-0-7 10-8-8 13-4-9 14-4-6 17-8-4 21-5-0 25-5-0
<br /> , 4-0-0 3-8-12 3-3-14 6-11-1? 2-8-1 , 2-8-1 Q-11-10 3-3-14 , 3-8-12 4-0-0 ,
<br /> Scale=1:48.5
<br /> 5x10\\
<br /> 6 2x4 II g 5x10//
<br /> 4.50 I12 5 ,� 21„.., 21 7^ 22 ,4 ��823
<br /> 3x4� d �� 3x4
<br /> 4x6-,--
<br /> 3
<br /> 4 10
<br /> 4x6
<br /> 3 11
<br /> 2 W.� 3 - W 12 ro
<br /> 4 2 1319
<br /> 1 24 19 25 `8 26 17 27 28 16 29 30 15 31 O 32 33 41 I I
<br /> 2x4 II 3x6- 3x4 3x8 3x4 2x4 H
<br /> 0-0-0 3-8-12 7-0-10 10-8-8 14-4-617-8-4 21-5-0
<br /> 3-8-12 , 3-3-14 , 3-7-14 3-7-14 , 3-3-14 3-8-12 ,
<br /> Plate Offsets(X,Y)-- [2:0-5-10,0-1-9],[12:0-5-10,0-1-9]
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.10 16 >999 240 MT20 185/148
<br /> TCDL 10.0 Lumber DOL 1.15 BC 0.63 Vert(CT) -0.18 16 >999 180
<br /> BCLL 0.0 * Rep Stress Ina NO WB 0.35 Horz(CT) 0.09 12 n/a n/a
<br /> BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:136 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-4 oc purlins,except
<br /> BOT CHORD 2x4 HF No.2 2-0-0 oc purlins(4-5-7 max.):5-8.
<br /> WEBS 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> SLIDER Left 2x6 DF No.2 1-11-14,Right 2x6 DF No.2 1-11-14 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) 2=1826/0-5-8 (min.0-3-0),12=1826/0-5-8 (min.0-3-0)
<br /> Max Horz 2=54(LC 8)
<br /> Max Uplift2=-148(LC 4),12=-148(LC 5)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=-2540/50,3-4=-2427/61,4-5=-2776/135,5-20=-2992/181,20-21=-2992/181,
<br /> 7-21=-2992/181,7-22=-2992/181,22-23=-2992/181,8-23=-2992/181,8-10=-2776/136,
<br /> 10-11=-2427/63,11-12=-2539/51
<br /> BOT CHORD 2-24=-36/2081,19-24=-36/2081,19-25=-36/2081,18-25=-36/2081,18-26=-36/2081,
<br /> 17-26=-36/2081,17-27=-92/2672,27-28=-92/2672,16-28=-92/2672,16-29=-72/2672,
<br /> 29-30=-72/2672,15-30=72/2672,15-31=-1/2081,31-32=-1/2081,14-32=-1/2081,
<br /> 14-33=-1/2081,12-33=-1/2081
<br /> WEBS 4-17=-100/692,5-16=-57/470,7-16=-441/152,8-16=-57/470,10-15=-99/692
<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)Vasd=87mph;TCDL=6.0psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS
<br /> (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60
<br /> 3)Provide adequate drainage to prevent water ponding.
<br /> 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit
<br /> between the bottom chord and any other members.
<br /> 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)2=148,
<br /> 12=148.
<br /> 7)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced
<br /> standard ANSI/TPI 1.
<br /> 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
<br /> 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord.
<br /> 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)414 lb down and 129 lb up at 7-2-6
<br /> ,142 lb down and 105 lb up at 10-0-12,and 142 lb down and 105 lb up at 11-4-4,and 414 lb down and 129 lb up at 14-2-10 on top
<br /> chord,and 77 lb down at 2-0-12,78 lb down at 4-0-12,78 lb down at 6-0-12,80 lb down at 8-0-12,81 lb down at 10-0-12,81 lb down
<br /> at 11-4-4,80 lb down at 13-4-4,78 lb down at 15-4-4,and 78 lb down at 17-4-4,and 77 lb down at 19-4-4 on bottom chord. The
<br /> design/selection of such connection device(s)is the responsibility of others.
<br /> 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B).
<br /> 1 OAD CetSonS) St rldard j �—�
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