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Job TrussQty Ply Jeff Const/Sand
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<br /> 8123890 M01GE 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 14:47:49 2012 Page 1
<br /> ID:K4n6byFITViYR89s?U 1 weHynYS_-QsluevG7m IbEM5gQrhpTaTHedKNdYgfpfKU WLcynY9u
<br /> -2-0-0 . - — — - -- 14-11-8 --- - 16-6-0
<br /> 2-0-0 14-11-8 -
<br /> 1-6-8
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<br /> 5.00 12 Scale=1:34.5
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<br /> 5x6 6 M0
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<br /> I: 4 '
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<br /> 16
<br /> 3x4
<br /> _ 14-11-8 _
<br /> 14-11-8_ _
<br /> Plate Offsets_(XY): 15:0-3-0,0-3-o�__
<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 0.24 Vert(LL) -0.00 8 n/r 120 MT20 220/195
<br /> TCDL 7.0 Lumber Increase 1.15 BC 0.12 Vert(TL) -0.01 9 n/r 90
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.11 16 n/a n/a
<br /> BCDL 8.0 Code IRC2009/TPI2007 (Matrix) Weight:66 Ib FT=0%
<br /> LUMBER BRACING
<br /> TOP CHORD 2 X 4 DF Not TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
<br /> BOT CHORD 2 X 4 DF No.2 end verticals.
<br /> WEBS 2 X 4 DF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
<br /> OTHERS 2 X 4 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 14-11-8.
<br /> (lb)- Max Horz 2=217(LC 4)
<br /> Max Uplift All uplift 100 Ib or less at joints)16,2,11,12,13,14,15
<br /> Max Grav All reactions 250 lb or less atjoint(s)16,11,12,13,14 except 2=321(LC 1),15=353(LC 1)
<br /> FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown.
<br /> WEBS 3-15=-273/94
<br /> JOINT STRESS INDEX
<br /> 2=0.21,3=0.13,4=0.03,5=0.08,6=0.06,7=0.04,8=0.43,10=0.63,11=0.04,12=0.06,13=0.06,14=0.03andl5=0.12
<br /> NOTES
<br /> 1)Wind:ASCE 7-05;85mph;TCDL=4.2psf;BCDL=4.8psf;h=25ft;Cat.11;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 /> 2) 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 /> 3)All plates are 1.5x4 MT20 unless otherwise indicated.
<br /> 4)Gable requires continuous bottom chord bearing.
<br /> 5)Gable studs spaced at 2-0-0 oc.
<br /> 6)This truss has been designed for a 10.0 lost 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)Bearing at joint(s)16,2,11,12,13,14,15 considers parallel to grain value using Al 1 angle to grain formula. Building designer
<br /> should verify capacity of bearing surface.
<br /> 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)11,12,13,14,15.
<br /> 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced
<br /> standard Al 1.
<br /> 11)"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 /> [YARNING-Vorffy design pamawtors and READ NOTES ON THIS AND INCLUDED MITFK REFERENCE PAGE M11 7473 BEFORE USE.
<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 responsibility of the O W L+
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<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding
<br /> I fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/TPI1 quality Criteria.DSB-89 and BCSII Building Component TRUSS
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive.Madison,WI 53719.
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