3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

1 , f 1 Toot) Truss Truss Type Qty Ply Goodman/Chacon 81604635 A03 California 1 1 Job Reference(optional) ProBuild Arlington,Arlington,WA 98223 Run:13.540 s 7.64 Nov 10 2015 Print:7.640 s Nov 10 2015 NtTek Industries,Inc.Wed Sep 28 12:12:16 2016 Page 1 I D:BgYYBDaNzA3uyyAY UQwGpAyZ4Rv-reDeAOw3Z95Yp U EFBUK83g?OLBYncHXx6eWauZyZ4Jj -4-0-0 0-0-0 9-0-1010-0-7 11-4-9 12-4-6 21-5-0 25-5-0 4-0-0 9-0-10 0-11-13 1-4-2 0-11-13 9-0-104-0-0 Scale=1:48.5 5x10\\ 6 5x6 4 3 ,';, ' 515 12 4.50 a N IlliIllIllih, v2 7 4a� v.; 9 1 lin 8 13 12 11 10 9 8x8 3x6= 4x4= 4x8= 8x8 0-0-0 9-0-10 12-4-6 21-5-0 9-0-10 , 3-3-12 , 9-0-10 Plate Offsets(X,Y)-- [9:0-2-12,0-2-4],[13:0-2-12,0-2-4] -_ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ltd PLATES GRIP TOLL 25.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.19 11-13 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.35 11-13 >725 180 BCLL 0.0 * Rep Stress Incr YES WB 0.24 Horz(CT) 0.02 9 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:131 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 5-6-10 oc purlins, except BOT CHORD 2x4 HF No.2 end verticals,and 2-0-0 oc purlins(6-0-0 max.):3-5. WEBS 2x4 HF Stud/Std*Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. W2:2x4 HF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 13=1300/0-5-8 (min.0-2-2),9=1300/0-5-8 (min.0-2-2) Max Horz 13=48(LC 31) Max Uplift13=-167(LC 4),9=-167(LC 5) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1589/96,3-14=-1387/124,14-15=-1387/124,5-15=-1387/124,5-7=-1591/96, 2-13=-1227/207,7-9=-1227/207 BOT CHORD 12-13=-14/297,11-12=-14/297,10-11=-29/1385,9-10=0/294 WEBS 2-11=-96/1128,7-10=-90/1131 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)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 3)Provide adequate drainage to prevent water ponding. 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)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)13=167, 9=167. 7)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. 8)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 9)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)141 lb down and 58 lb up at 9-2-6, and 141 lb down and 58 lb up at 12-2-10 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:1-2=-70,2-3=-70,3-4=-70,3-14.20,14-15=-70,5-15=-20,5-6=-70,5-7.70,7-8=-70,9-13=-16 Concentrated Loads(Ib) Vert:3=-84 5=-84