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fob Truss Truss Type Qty Ply submittals
<br /> 111803704
<br /> BB706360 A03 Common Supported Gable 1 1
<br /> Job Reference(optional)
<br /> The Truss Co., Burlington,WA,98233 8.030 s Oct 5 2016 MiTek Industries,Inc.Tue Jul 11 09:40:53 2017 Page 1
<br /> ID:DYVe4WH3wNiyn_IN U 1 ZZcRz3MY8-7gDPsX8?exo7eeHJ WdOWBsQxganFNpVcX7JOx_yzAi8
<br /> I -2-0-0 I 6-10-0 I 13-8-0 1 15-8-0 I
<br /> 2-0-0 8-10-0 6-10-0 2-0-0
<br /> Scale=1:29.8
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<br /> 3x4 i 18 17 16 15 14 13 12 3x4
<br /> 13-8-0
<br /> 13-8-0
<br /> Plate Offsets(X,Y)-- [2:0-2-10,0-1-81,[10:0-2-10,0-1-81
<br /> LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) 1/def1 Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.03 11 n/r 120 MT20 185/148
<br /> (Roof Snow=25.0) Lumber DOL 1.15 BC 0.14 Vert(CT) 0.02 11 n/r 120
<br /> TCDL 8.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 10 n/a n/a
<br /> BCLL 0.0 Code IRC2015/TPI2014 Matrix-SH Weight:58 lb FT=20%
<br /> BCDL 7.0
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
<br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross
<br /> bracing be installed during truss erection,in accordance with
<br /> Stabilizer Installation guide.
<br /> REACTIONS. All bearings 13-8-0.
<br /> (Ib)- Max Horz 2=99(LC 14)
<br /> Max Uplift All uplift 100 lb or less at joint(s)12,13,14,18,17,16 except 2=-126(LC 10),10=-145(LC 11)
<br /> Max Gray All reactions 250 lb or less at joint(s)15,12,13,14,18,17,16 except 2=289(LC 1),10=289(LC
<br /> 1)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> NOTES-
<br /> 1)Wind:ASCE 7-10;Vult=130mph(3-second gust)Vasd=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;Cat.II;Exp C;enclosed;
<br /> MWFRS(envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
<br /> 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
<br /> Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1.
<br /> 3)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1
<br /> 4) Unbalanced snow loads have been considered for this design.
<br /> 5)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs
<br /> non-concurrent with other live loads.
<br /> 6)All plates are 2x4 MT20 unless otherwise indicated.
<br /> 7)Gable requires continuous bottom chord bearing.
<br /> 8)Gable studs spaced at 1-4-0 oc.
<br /> 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 10)*This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0
<br /> wide will fit between the bottom chord and any other members.
<br /> 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)12,13,14,
<br /> 18,17,16 except(jt=lb)2=126,10=145. .4.01AVii 4'
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<br /> July 11,2017
<br /> A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-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 responsibilltty of the
<br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 6afabrication,quality control,storage,delivery,erection and bracing,consult AN5IITPII Quality Criteria,D5B-89 and BCSI1 Building Component L,
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSSCO.INC.
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