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.7 Job Truss truss Type Qty Ply CHRISTOPHER CONST/FRANKLIN ADU <br /> 2106757 T02 Common 6 1 <br /> Job Reference(optional) <br /> Louws Truss,Inc.,Femdale,WA 98248 Run:8.520 s Oct 22 2021 Print:8.520 s Oct 22 2021 MiTek Industries,Inc. Mon Dec 6 08:31:31 2021 Page 1 <br /> I D:eDkaF21f8kk9pyQLxANYDmyBjCE-VgPNwYSt60_u W8DeDxxgsBJ8u8bYXFnHM?p1 hzyBjC Q <br /> -2-0-0 5-3-14 10-0-0 14-8-2 I 20-0-0 <br /> 2-0-0 5-3-14 4-8-2 4-8-2 5-3-14 <br /> Scale=1:35.' <br /> 4x4= <br /> 4 <br /> as <br /> 5.00 rlY <br /> 10 <br /> 1.5x4 9 1.5x4 <br /> 3 5 <br /> is <br /> s% 11 <br /> M <br /> Lo <br /> 8 , •,1 <br /> 2 <br /> 6 <br /> c = D1 -_ 81 ls-_, II <br /> 1 0 <br /> 7 <br /> 3x6= 3x6= <br /> 5x8= <br /> 10-0-0 20-0-0 <br /> 10-0-0 10-0-0 <br /> Plate Offsets(X,Y)-- [7:0-4-0,0-3-01 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.16 6-7 >999 240 MT20 220/195 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.71 Vert(CT) -0.32 6-7 >751 180 <br /> BCLL 0.0 * Rep Stress Incl. YES WB 0.21 Horz(CT) 0.04 6 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:79 lb FT=10% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 4-7-6 oc purlins. <br /> BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br /> WEBS 2x4 DF No.2 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) 6=780/Mechanical,2=939/0-5-8 (min.0-1-8) <br /> Max Horz 2=93(LC 12) <br /> Max Uplift6=-179(LC 13),2=-234(LC 12) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-8=-1497/365,3-8=-1440/380,3-9=-1092/255,4-9=-1020/265,4-10=-1020/278, <br /> 5-10=-1095/265,5-11=-1437/403,6-11=-1539/394 <br /> BOT CHORD 2-7=-327/1316,6-7=-320/1383 <br /> WEBS 4-7=-101/542,5-7=-489/250,3-7=-424/225 <br /> NOTES- <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-10;Vult=110mph Vasd=87mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable <br /> end zone and C-C Exterior(2)-2-0-0 to 1-7-3,Interior(1)1-7-3 to 10-0-0,Exterior(2)10-0-0 to 13-7-3,Interior(1)13-7-3 to 19-11-4 zone; <br /> cantilever left and right exposed;end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown; <br /> Lumber DOL=1.60 plate grip DOL=1.60 <br /> 3)Plates checked for a plus or minus 15 degree rotation about its center. <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)Refer to girder(s)for truss to truss connections. <br /> 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=179, <br /> 2=234. <br /> 8)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 /> LOAD CASE(S)Standard <br />