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fr Job Truss truss Type Qty Ply— CHRISTOPHER CONST/FRANKLIN ADU
<br /> 2106757 GE03 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 08:31:28 2021 Page 1
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<br /> -2-0-0 10-0-0 20-0-0 22-0-0
<br /> 2-0-0 10-0-0 I 10-0-0 I 2-0-0
<br /> Scale=1:38.'
<br /> 4x4=
<br /> 9
<br /> 8 m3 10
<br /> 5.00 12 7 11
<br /> g 32 a 3312
<br /> 5 w w 13
<br /> " w 14
<br /> 0-- 4 of o
<br /> in
<br /> 31 3ST II
<br /> T15 34
<br /> 2 '�� w'. n w ry ire w n w . oilk` 16
<br /> 61 II III iiiii ..gr. ............................. ..... a 3Y, w x oa w w w v
<br /> 3x4= 30 29 28 27 26 25 24 23 22 21 20 19 18 3x4=
<br /> 5x6=
<br /> 20-0-0
<br /> 20-0-0
<br /> Plate Offsets(X,Y)-- [24:0-3-0,0-3-0)
<br /> LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (10c) 1/defl L/d PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) -0.02 17 n/r 120 MT20 220/195
<br /> TCDL 7.0 Lumber DOL 1.15 BC 0.11 Vert(CT) -0.03 17 n/r 90
<br /> BCLL 0.0 * Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 16 n/a n/a
<br /> BCDL 8.0 Code IRC2015/TPI2014 Matrix-RH Weight:101 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 20-0-0.
<br /> (lb)- Max Horz 2=-81(LC 13)
<br /> Max Uplift All uplift 100 lb or less at joint(s)25,26,27,28,29,30,23,22,21,20, 19,18 except 2=-110(LC 8),
<br /> 16=-115(LC 9)
<br /> Max Gray All reactions 250 lb or less at joint(s)24,25,26,27,28,29,30,23,22,21,20,19,18 except
<br /> 2=279(LC 1),16=279(LC 1)
<br /> FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)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 10-0-0,Corner(3)10-0-0 to 13-7-3,Exterior(2)13-7-3 to 22-0-0 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)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 requires continuous bottom chord bearing.
<br /> 7)Gable studs spaced at 1-4-0 oc.
<br /> 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 9)*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 /> 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)25,26,27,28,29,30
<br /> ,23,22,21,20,19,18 except(jt=lb)2=110,16=115.
<br /> 11)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 />
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