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Job Truss Truss Type Qty H y CHRISTOPHER CONST/FRANKLIN ADU <br /> 2106757 TO1 Common 3 1 <br /> Job Reference(optional) <br /> Louws Truss,Inc.,Ferndale,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 j <br /> ID:eDkaF21f8kk9pyQLxANYDmyBjCE-VgPNwYSt60_uW8DeDxxgsBJ788iYXIMHM?p1 hzyBjoQ <br /> -2-0-0 6-0-0 12-0-0 14-0-0 <br /> 2-0-0 6-0-0 6-0-0 2-0-0 <br /> Scale=1:25.4 <br /> 4x4= <br /> 3 <br /> 5.00 12 <br /> 8 9 <br /> 7 W1 10 <br /> 2 4 <br /> o a <br /> 1 6 5 <br /> 3x4= 1.5x4 I I 3x4= <br /> 6-0-0 12-0-0 <br /> 6-0-0 6-0-0 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.02 2-6 >999 240 MT20 220/195 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.27 Vert(CT) -0.05 2-6 >999 180 <br /> BCLL 0.0 * Rep Stress Ina YES WB 0.04 Horz(CT) 0.01 4 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:43 lb FT=10% <br /> LUMBER- BRACING- <br /> TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 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) 2=604/0-5-8 (min.0-1-8),4=604/0-5-8 (min.0-1-8) <br /> Max Horz2=-54(LC 17) <br /> Max Uplift2=-161(LC 12),4=-161(LC 13) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-7=-628/126,7-8=-572/132,3-8=-539/142,3-9=-539/142,9-10=-572/132,4-10=-628/126 <br /> BOT CHORD 2-6=-49/494,4-6=-49/494 <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 6-0-0,Exterior(2)6-0-0 to 9-7-3,Interior(1)9-7-3 to 14-0-0 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.Opsf 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=1b)2=161, <br /> 4=161. <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 /> LOAD CASE(S)Standard <br />