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• Job truss Truss Type Qty Ely CHRISTOPHER CONST/FRANKLIN ADU <br /> 2106757 GE05 Common Structural Gable 1 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 08:31:30 2021 Page 1 <br /> t_. ID:eDkaF21f8kk9pyQLxANYDmyBjCE-1Tr?jCRFLjs1 u_eRfEQbJzn_kkOlop177L4U9XyBj0R <br /> l -2-0-0 8-0-0 l 14-0-0 l 15-4-0 <br /> I 2-0-0 8-0-0 6-0-0 1-4-0 <br /> Scale=1:27.5 <br /> 4x4= <br /> 6 <br /> 5 7 <br /> 5.00 12 4 y 8 <br /> 3x4 <br /> 3 2110122 <br /> 9 <br /> ST' <br /> ' 5T2 5T� 3x4 <br /> RN ST4 10 <br /> 20 <br /> 1. bil 5T5 <br /> W1 2 18 5T6 Q 11 <br /> 2 4 ry <br /> c ''S <br /> O.❖:..0•J:.❖.•J.O•JOO.•00•❖.•O.•.4:••O•:O.O•:0.:.•P.•.:0.0•4. <br /> � -000.•�.O•JJ.O•00.❖.'O••JOO.❖••00.04❖JO••:.•D:JO.00•JOO••JO• <br /> • <br /> 1 17 o 30!i li:::!iiii!iiiili iiliiiilii i!i%:•i!ii iliiii iiili i•'i!i• <br /> 3x4= <br /> 16 15 14 13 12 <br /> 3x6= 3x4= <br /> 4-0-0 7-2-2 7-10-0 14-0-0 <br /> 4-0-0 3-2-2 0-7-14 6-2-0 <br /> Plate Offsets(X,Y)-- [3:0-1-4,0-1-8],[16:0-1-4,0-1-8] <br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP <br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.01 17 >999 240 MT20 220/195 <br /> TCDL 7.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.01 16-17 >999 180 <br /> BCLL 0.0 * Rep Stress Incr YES WB 0.13 Horz(CT) 0.00 16 n/a n/a <br /> BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:72 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, except <br /> BOT CHORD 2x4 DF No.2 end verticals. <br /> WEBS 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 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 6-5-8 except(jt=length)2=0-5-8. <br /> (Ib)- Max Horz 2=73(LC 16) <br /> Max Uplift All uplift 100 lb or less at joint(s)12,16,15,14,13 except 2=-130(LC 12) <br /> Max Gray All reactions 250 lb or less at joint(s)12,15,14,13 except 2=422(LC 23),16=468(LC 1),16=468(LC 1) <br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. <br /> TOP CHORD 2-20=-309/63 <br /> WEBS 3-19=-370/138,18-19=-373/139,16-18=-394/150 <br /> NOTES- <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-10;Vult=l lomph 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 8-0-0,Exterior(2)8-0-0 to 11-7-4,Interior(1)11-7-4 to 15-4-0 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)All plates are 1.5x4 MT20 unless otherwise indicated. <br /> 5)Plates checked for a plus or minus 15 degree rotation about its center. <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)12,16,15,14,13 <br /> except(jt=lb)2=130. <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 />