3433 TULALIP AVE 2018-02-09 - Laserfiche WebLink

. , Job Truss Truss Type Qty Ply—Goodman/Chacon B1604635 SO4 Jack-Open 2 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 12:12:25 2016 Page 1 ID:BgYYBDaNzA3uyyAYUQwGpAyZ4Rv-4NF23T1 jSwDGOtQ_Ct_FwZtUapexDOTFAXBZiYyZ4Ja -4-0-0 0-0-0 1-11-11 8-0-0 4-0-0 1-11-11 6-0-5 Scale=1:22.1 3 4 4.50 12 2 T1 • ro 1 7 8 9 x / 6 5 3x10 11 0-0-0 1-11-11 8-0-0 1-11-11 6-0-5 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.88 Vert(LL) -0.13 5-6 >710 240 MT20 185/148 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.23 5-6 >403 180 BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 8.0 Code IRC2015/TPI2014 (Matrix) Weight:24 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. WEBS 2x4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 6=744/0-5-8 (min.0-1-8),5=48/Mechanical,3=-249/0-5-8 (min.0-1-8) Max Horz 6=65(LC 4) Max Uplift6=227(LC 22),3=-298(LC 19) Max Grav6=746(LC 19),5=113(LC 3),3=177(LC 22) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-6=-716/297 NOTES- 1)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 2)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)*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. 4)Refer to girder(s)for truss to truss connections. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)6=227, 3=298. 6)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)3. 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)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)9 lb down and 20 lb up at 2-0-12, and 18 lb down and 31 lb up at 4-0-12,and 20 lb down and 31 lb up at 6-0-12 on bottom chord. The design/selection of such connection device(s)is the responsibility of others. 10)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:1-2=-70,2-4=-70,5-6=-16 ." r