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Job Truss Truss Type Qty Ply CHRISTOPHER CONST/FRANKLIN ADU <br /> 2106757 GEO4 Common Supported Gable 1 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 08:31:29 2021 Page 1 ,. <br /> ID:eDkaF21f8kk9pyQLxANYDmyBjCE-ZHHdVsQcaPkAGg3F6XvMnmEg0K4c30B_uhKxd5yBjCS <br /> -2-0-0 4-0-0 8-0-0 10-0-0 <br /> 2-0-0 4-0-0 I 4-0-0 2-0-0 <br /> Scale=1:22.0 <br /> 4x4= <br /> 4 <br /> 1.5x4 II 1.5x4 II <br /> 5.00 12 5 <br /> 3 <br /> 13 <br /> 12 <br /> ST2 <br /> 1 ST1 ST1 14 <br /> 11 6 <br /> c Ia <br /> ""'i4'000i....4'i....00'•"00'i""""000'i"'Oi 00i 0i 00 i'.'i Oi'i'i 0i i OOi.'POi0000'OOOi....00'i <br /> 7 <br /> 1 <br /> 10 9 8 <br /> 3x4= 1.5x4 II 1.5x4 II 1.5x4 II <br /> 3x4= <br /> 8-0-0 <br /> 8-0-0 <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) 1/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.03 7 n/r 120 MT20 220/195 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.04 Vert(CT) -0.04 7 n/r 90 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 6 n/a n/a <br /> BCDL 8.0 Code IRC2015/TP12014 Matrix-P Weight:33 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 /> OTHERS 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. All bearings 8-0-0. <br /> (Ib)- Max Horz 2=40(LC 12) <br /> Max Uplift All uplift 100 lb or less at joint(s)9,10,8 except 2=-113(LC 8),6=-117(LC 9) <br /> Max Gray All reactions 250 lb or less at joint(s)9,10,8 except 2=279(LC 23),6=279(LC 24) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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 Vasd=87mph;TCDL=4.2psf;BCDL=3.0psf;h=25ft;Cat.II;Exp C;Enclosed;MWFRS(envelope)gable <br /> end zone and C-C Corner(3)-2-0-0 to 1-7-3,Exterior(2)1-7-3 to 4-0-0,Corner(3)4-0-0 to 7-7-3,Exterior(2)7-7-3 to 10-0-0 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) 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)Plates checked for a plus or minus 15 degree rotation about its center. <br /> 5)Gable requires continuous bottom chord bearing. <br /> 6)Gable studs spaced at 1-4-0 oc. <br /> 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br /> 8)*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 /> 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)9,10,8 except(jt=1b) <br /> 2=113,6=117. <br /> 10)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 />