3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

f , t r Job Truss fruss Type Qty Ply Goodman/Chacon 81604635 A04 Hip 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 MiTek Industries,Inc.Wed Sep 28 12:12:16 2016 Pagg_e 1 I D:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-reDeAOw3Z95YpUEFBUK83g?2iBcTclOx6eWauZyZ4Jj -4-0-0 0-0-0 5-2-8 10-1-8 11-3-8 16-2-8 21-5-0 25-5-0 , 4-0-0 5-2-8 4-11-0 ,1-2-0, 4-11-0 5-2-8 4-0-0 Scale:1/4"=1' 5x8= 6x6= 5 6 4.50[T2- 4x4 6 11 3x4�4 • 4x4 °'384x4v0 2 - ✓ W, r. 101— 4I111•••••••0100000:x4::,- .tr Bo2� 4 14 3x8 II 15 3x6= 13 12 11 mix 3x8 2x4 II 3x4= 2x4 II 3x8= 0-0-0 5-2-8 10-1-8 11-3-8 16-2-8 21-5-0 , 5-2-8 , 4-11-0 ,1-2-0, 4-11-0 5-2-8 Plate Offsets(X,Y)-- [2:0-5-2,0-2-13],[5:0-5-8,0-2-12],[9:0-5-2,0-2-13] - 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 0.50 Vert(LL) -0.05 13-15 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.31 Vert(CT) -0.10 13-15 >999 180 BCLL 0.0 * Rep Stress Incr YES WB 0.14 Horz(CT) 0.04 9 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:136 lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins,except BOT CHORD 2x4 HF No.2 2-0-0 oc purlins(6-0-0 max.):5-6. WEBS 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 DF No.2 2-9-6,Right 2x6 DF No.2 2-9-6 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=1201/0-5-8 (min.0-2-0),9=1201/0-5-8 (min.0-2-0) Max Horz2=64(LC 8) Max Uplift2=-129(LC 4),9=-129(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1451/0,3-4=-1338/13,4-5=-1117/37,5-6=-1022/44,6-7=-1120/36,7-8=-1337/15, 8-9=-1450/0 BOT CHORD 2-15=0/1166,14-15=0/1166,13-14=0/1166,12-13=0/1017,11-12=0/1165,9-11=0/1165 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)2=129, 9=129. 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/7P11. 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. LOAD CASE(S) Standard 3