3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

I r Job Truss Truss Type Qty Ply Goodman/Chacon 81604635 B01 Roof Special Girder 1 1 Job Reference(optional) ProBuild Arlington,Arfington,WA 98223 Run:13.540 s 7.64 Nov 102015 Print:7.640 s Nov 10 2015 MiTek Industries,Inc.Wed Sep 28 12:12:17 2016 Pae 1 I D:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-JgmONkxhKTD PRepRkBrNbtYBHbxn LI24LI F8Q0yZ4Ji -4-0-0 0-0-0 4-11-15 6-0-7 8-3-0 4-0-0 4-11-15 , 1-0-8 , 2-2-9 Scale=1:23.3 5x8\\ 5 2x4 II 4.50 12 1111 4x4% 1&411111111 3 ' 2 11101.11111111 /' 111 t•t• ■ a r 10 11 12 1 8 3x8 11 2x4 11 7 3x4= 0-0-0 4-11-15 8-3-0 4-11-15 3-3-1 Plate Offsets(X,Y)-- [2:0-5-2,0-2-9] LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.04 2-8 >999 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.07 2-8 >999 180 BCLL 0.0 * Rep Stress Incr NO WB 0.16 Horz(CT) -0.01 2 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:54 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 end verticals,and 2-0-0 oc purlins:4-6. WEBS 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. SLIDER Left 2x6 DF No.2 2-8-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 7=503/0-5-8 (min.0-1-8),2=774/0-5-8 (min.0-1-8) Max Horz 7=99(LC 5) Max Uplift7=-42(LC 5),2=-119(LC 4) Max Grav7=513(LC 20),2=774(LC 1) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-555/0,3-4=-437/0 BOT CHORD 2-10=0/414,10-11=0/414,8-11=0/414,8-12=0/405,7-12=0/405 WEBS 4-8=0/307,4-7=-478/18 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)7 except(jt=lb)2=119. 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)266 lb down and 80 lb up at 5-1-11 ,and 83 lb down and 47 lb up at 8-1-4 on top chord,and 48 lb down at 2-0-12,48 lb down at 4-0-12,and 49 lb down at 6-0-12,and 67 lb down at 8-1-4 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). LOAD CASE(S) Standard 1)Dead+Roof Live(balanced):Lumber Increase=1.15,Plate Increase-1.15 Uniform Loads(plf) Vert:1-4=-70,4-5=-70,4-9=-20,6-9=-70,2-7=-16 Concentrated Loads(Ib) Vert:4=-122 6=-83 7=-25(B)10=-18(B)11=-16(B)12=-17(B) Olt 33