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Job Truss Tile Qty ,Ply SEOTMENTS
<br /> 110891383
<br /> BB511099 A02FP Common 10 1
<br /> Job Reference(optional)
<br /> The Truss Co., Burlington,WA,98233 7.640 s Oct 7 2015 MiTek Industries,Inc.Wed Dec 02 14:41:00 2015 Page 1
<br /> ID:JRyKDtEV2yu?IHfinEZADYyKWtF-mGDk_gngCufP3hVMdejY4o4t WnfineOIHt?ES6LyCzkX
<br /> 1 6-9-8 I 12-3-8113-4-0 17-3-8 I 21-11-13 26-8-0
<br /> 6-9-9 5-6-0 1-0.8 3-11-8 4-8-5 4-8-3
<br /> 4x4 = Scale=1:45.9
<br /> 3x4 II 4
<br /> 3 2x4=
<br /> vg
<br /> 6.00 12 16 I o l @ y Jt 16.5x4
<br /> 19
<br /> 4x10
<br /> ---=
<br /> 3x10 =
<br /> 2 1.5x4 II
<br /> d 4x6
<br /> : W7 W4 7
<br /> I W2
<br /> �r
<br /> •�
<br /> VV9 Lo ® 16 ,,_
<br /> 1 3x6= 4 1.5x4I L C 8
<br /> li
<br /> 3x8= 14 13 12 11 10 A 3x4 =
<br /> 3x4* 1.5x4 II 3x6 = 1.5x4 II 3x4 = 3x4
<br /> 26-8-0
<br /> 1-4-0 11-'12 6-9-8 9-2.4 I 12-3-8 I 14-9-8 17-3-8 1 25-1-4 2
<br /> 1.4-00-2-1z 5-2-12 2-4-12 3-1-4 2-6-0 2.6.0 7-9-12 0-2-X21-4-0
<br /> Plate Offsets(X,Y)- 11:0-4-12.0-1-81
<br /> LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP
<br /> TCLL 25.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.28 10 >999 240 MT20 185/148
<br /> TCDL 8.0 Lumber DOL 1.15 BC 0.94 Vert(TL) -0.47 10 >602 180
<br /> BCLL 0.0 * Rep Stress Incr NO WB 0.90 Horz(TL) 0.07 9 n/a n/a
<br /> BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:130 lb FT=20%
<br /> LUMBER- BRACING-
<br /> TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-0 oc purlins.
<br /> BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except:
<br /> WEBS 2x4 DF Stud*Except* 6-0-0 oc bracing:1-14.8-9.
<br /> W4:2x6 DF No.2,W1:2x4 HF No.2 WEBS 1 Row at midpt 2-14
<br /> JOINTS 1 Brace at Jt(s):17,19
<br /> MiTek recommends that Stabilizers and required cross bracing
<br /> be installed during truss erection,in accordance with Stabilizer
<br /> Installation guide.
<br /> REACTIONS. (lb/size) 14=1301/0-5-8 (min.0-2-2),9=1369/0-5-8 (min.0-2-4)
<br /> Max Horz 14=-81(LC 6)
<br /> Max Uplift 14=-85(LC 8),9=-65(LC 8)
<br /> FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=-1585/124,3-4=-474/41,4-5=-575/61,5-6=-1493/126,6-7=-1762/108
<br /> BOT CHORD 13-14=40/1502,12-13=-40/1502,11-12=10/1416,10-11=-10/1416,9-10=-72/1479
<br /> WEBS 12-15=2/469,15-18=-6/533,3-18=0/382,10-16=0/306,6-16=0/348,18-19=-1289/117,
<br /> 5-19=-1289/117,4-19=-18/293,2-12=314/97,2-14=-1757/107,7-9=1932/180
<br /> NOTES-
<br /> 1)Unbalanced roof live loads have been considered for this design.
<br /> 2)Wind:ASCE 7-10;VuIt=110mph(3-second gust)V(IRC2012)=87mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=27ft;eave=4ft;
<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)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br /> 4)*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 wide will t .• ,
<br /> fit between the bottom chord and any other members. 1PO .
<br /> 5) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)14,9.
<br /> ?-.---7V-7.- 1/
<br /> � tNNSJ/6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced � ON 1) �j1standardANSUTPI1. , o�d' G•�„��`I
<br /> 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. 7. l'v l 1z? a Dii'
<br /> 8) In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). J zi i rkf�`F ) •I-/(, ,e; ;.
<br /> ..s
<br /> LOAD CASE(S) Standard .�t,l: f•
<br /> 1) Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 14 ,,
<br /> Uniform Loads(plf) I)169 V *':'
<br /> Vert:1-4=-66,4-8=-66,1-12=14,10-12=114(F=100),8-10=-14 •' &���NA �..
<br /> December 2,2015
<br /> I AM.. _ :tet. AIM
<br /> A WARNING-Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 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 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,consuk ANSIITPII Quality Criteria,DSB-89 and BC511 Building Component 1,,
<br /> Safety Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. theTRU
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