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Job Truss Ale Qty Ply SEN•TMENTS
<br /> 110891386
<br /> BB511099 B02 Common Supported Gable 2 1
<br /> Job Reference(optional)
<br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:04 2015 Page 1
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<br /> 12-0-0 24-0-0 I
<br /> 12-0-0 12-0-0
<br /> 4x4 = Scale=1:41.5
<br /> 9
<br /> 8 .. 10
<br /> 7 . 11
<br /> 6.00 112
<br /> 6 12
<br /> 5 . . 13
<br /> 4 . ETI 14
<br /> ST' ST/ 15
<br /> 3 ST6 ST6
<br /> 9T' E T5 16
<br /> 2 ST4 ST4
<br /> ST3 ST:
<br /> ` ST2 ST2 `
<br /> ST ST 17
<br /> 1
<br /> D1 2 @ @ @ Lid 1 0- 8' 0 @ Bt -9" I
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<br /> 3x4= 3x4 =
<br /> 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18
<br /> 5x6 =
<br /> I 23-0-0 124-o-o 1
<br /> 23-0-0 1-0-0
<br /> Plate Offsets(X,Y)— I25:0-3-0,0-3-01
<br /> -- i
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) n/a - n/a 999 MT20 185/148
<br /> TCDL 8.0 Lumber DOL 1.15 BC 0.14 Vert(TL) n/a - n/a 999
<br /> BCLL 0.0 * Rep Stress Ina YES WB 0.14 Horz(TL) -0.01 18 n/a n/a
<br /> BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:127 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins.
<br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing.
<br /> OTHERS 2x4 DF Stud 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 22-0-0.
<br /> (Ib)- Max Horz 32=71(LC 6)
<br /> Max Uplift All uplift 100 lb or less at joint(s)18,19,20,21,22,23,24,32,31,30,29,28,27,26
<br /> Max Gray All reactions 250 lb or less at joint(s)25,19,20,21,22,23,24,31,30,29,28,27,26 except
<br /> 18=345(LC 18),32=345(LC 17)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)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=l lOmph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft;
<br /> Cat.II;Exp B;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60
<br /> 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)Gable studs spaced at 1-4-0 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 23.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) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)18,19,20,21,22, _I %, , PO
<br /> 23,24,32,31,30,29,28,27,26. L `7/
<br /> 9) Non Standard bearing condition. Review required. ,� -t_\;/..-----W r CZ y i r
<br /> 10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced �' • f) !, y
<br /> standard ANSI/TPI 1. /"+ L','"///� 14 i.) •, .\t.
<br /> 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. rt `11 i , � i , �„4,„
<br /> LOAD CASE(S) Standard ' �t�tf.
<br /> 06, 19469 &�
<br /> .��NAI �
<br /> December 2,2015
<br /> WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 BEFORE USF.
<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
<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 ANSITIPI1 Quality Criteria,DSB-89 and BCSII Building Component
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRUSSco.INC.
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