3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

! r Job Trussfru�ype Qty Ply Goodman/Chacon 81604635 HR01 CORNER RAFTER 2 2 Job Reference(optional) ProBuild Arlington,Arlington,WA 98223 Run:13.540 s 7.64 Nov 10 2015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Sep 28 12:12:20 2016 Page 1 ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-kPS9?mzadObz15X0QJP4DWAhKo1JY8DW1 FUo1 KyZ4Jf -5-7-14 0-0-0 11-3-0 15-0-15 5-7-14 11-3-0 3-9-15 3.18 12 Scale=1:33.6 4x6 5 6 3x4\\ 4 3x4\1 3 3x4\1 01 3x4\\ r 3x4\\ N 3x4\\ 3x4\1 1r v 2 ►z 0-0-0 11-3-0 11-3-0 Plate Offsets(X,Y)-- [2:0-1-12,Edge] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.03 2-3 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.04 2-3 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 2 n/a n/a BCDL 8.0 Code IRC2015/TP12014 (Matrix) Weight:142 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=884/0-5-8 (min.0-1-8),3=499/0-2-2 (min.0-1-8),5=183/0-2-2 (min.0-1-8) Max Horz3=165(LC 4) Max Uplift2=-290(LC 4),3=-i04(LC 8),5=-46(LC 4) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)2-ply truss to be connected together as follows: Top chords connected with 10d(0.131"x3")nails as follows:2x6-2 rows staggered at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=6.0psf;BCDL=4.8psf;h=25ft;Cat.II;Exp B;enclosed;MWFRS (envelope)gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 4)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Bearing at joint(s)2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7)Provide mechanical connection(by others)of truss to bearing plate at joint(s)3,5. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)5 except(jt=lb)2=290, 3=104. 9)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3,5. 10)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 12)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)107 lb down and 77 lb up at 11-1-13,and 15 lb down and 22 lb up at 13-11-12 on top chord. The design/selection of such connection device(s)is the responsibility of others. LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:1-6=-70 Concentrated Loads(Ib) Vert:3=-107(B)5=-7(B)