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Job Truss We Qty Ply Jeff= _Const/Sand
<br /> 8123890 GE01 1 1
<br /> Job Reference(optional)
<br /> Louws Truss,Inc.,Ferndale,WA 98248 7.250 s Mar 23 2011 MiTek Industries,Inc. Wed Aug 15 14:47:45 2012 Page 1
<br /> ID:K4n6byFrTViYR89s?U1weHynYS=Y5WNoYCci35otUNfcrkXQd6v7iuzdrwpkiWICrynY9y
<br /> -2-0-0 __ 6-3-14 12-0-017-8-2__ 24-0-0 26-0-0
<br /> 2-0-0 6-3-14 5-8-2 — - - - 5-8-2 6-3-14 2-0-0
<br /> Scale=1:45.2
<br /> 4x4
<br /> l 4
<br /> L
<br /> 5.00 i12
<br /> ht
<br /> 3 b 5
<br /> 2 6
<br /> ,
<br /> 01 \ 12 11 9v� 7 0
<br /> 3x4 14 13 3x4 10 3x4 g 3x4
<br /> 3x4
<br /> 8-2-10 _- _ _ 14-0-0 15-9-6_ 24-0-0
<br /> _ 8-2-10 _ 5-9-6 1-9-6 8-2-10
<br /> Plate Offsets(X,Y):_ 0-2-0,0-0-4j
<br /> LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP
<br /> TCLL 25.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.08 8-9 >999 240 MT20 220/195
<br /> TCDL 7.0 Lumber Increase 1.15 BC 0.56 Vert(TL) -0.15 8-9 >647 180
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(TL) 0.04 6 n/a n/a
<br /> BCDL 8.0 Code IRC2009/TPI2007 i (Matrix) Weight:135 Ib FT=0%
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-5 oc purlins.
<br /> BOT CHORD 2 X 4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> WEBS 2 X 4 DF No.2 MiTek recommends that Stabilizers and required cross bracing
<br /> OTHERS 2 X 4 DF No.2 be installed during truss erection,in accordance with Stabilizer
<br /> Installation guide. �
<br /> REACTIONS All bearings 5-0-0 except Qt=length)10=1-0-0,8=2-0-0,6=2-0-0.
<br /> (lb)- Max Horz 2=61(LC 6)
<br /> Max Uplift All uplift 100 Ib or less at joint(s)10 except 2=-181(LC 5),6=-188(LC 6)
<br /> Max Grav All reactions 250 Ib or less at joint(s)13,14 except 2=786(LC 1),10=325(LC 1),8=267(LC 2),
<br /> 6=652(LC 1)
<br /> FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> TOP CHORD 2-3=1322/195,3-4=-1074/178,4-5=-937/180,5-6=-1184/198
<br /> BOTCHORD 2-14=-16411145,13-14=-164/1145,12-13=-16411145,11-12=-42/714,10-11=-42/714,
<br /> 9-10=-42/714,B-9=-106/1017,6-8=106/1017
<br /> WEBS 5-9=-385/145,4-12=-59/401,3-12=-387/144
<br /> JOINT STRESS INDEX
<br /> 2=0.88,3=0.37,4=0.49,4=0.88,5=0.37,6=0.88,8=0.37,9=0.39,10=0.37,11=0.59,12=0.39,13=0.37,14=0.37,15=0.37,16=0.37,16=0.37,17=0.37,
<br /> 18=0.37,19=0.37,20=0.37,21=0.37,22=0.37,23=0.37,24=0.37,25=0.37,26=0.37,26=0.37,27=0.37,28=0.37,29=0.37,30=0.37,31=0.37,32=0.37
<br /> and 33=0.37
<br /> NOTES
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-05;85mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone;cantilever
<br /> left and right exposed;end vertical left and right exposed;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 2- unless otherwise indicated.
<br /> at y
<br /> 5)Gable studs spaced at 2-0-0 oc. (/
<br /> 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 7)*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
<br /> fit between the bottom chord and any other members.
<br /> 8)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
<br /> standard ANSI/TPI 1.
<br /> 9)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss.
<br /> LOAD CASE(S) Standard
<br /> August 15,2012
<br /> WARNING Verify design p—t-,,and READ NOTES ON THIS AND INCLUDED AFTER REFERENCE PAGE Mll-7493 BEFORE USE. w 5
<br /> Design valid for use only with MiTek connectors.This design is based only upon parameters shown,and is for an individual building component.
<br /> Applicability of design paramenters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown
<br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the O V V w r L+
<br /> .7
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
<br /> fabrication.quality control.storage,delivery,erection and bracing,consult ANSI/TPII Quality Criteria,DSB-89 and BCSII Building Component TRUSS
<br /> Safety Infwmaffon available from Truss Plate Institute,583 D'Onofrio Drive.Madison.WI 53719.
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