7 77TH PL SW 2020-06-19 - Laserfiche WebLink

Job !Truss `-C—pe Qty Ply '$8703587 'T2 FINK 6 1 : It , Job Reference(optional) Truss Co.Sumner,WA 8.020 s Aug 1 2016 MiTek Industries,Inc. Fn Mar24 15:37:16 2017 Page 1 ID:AYpvQcbTP?tvE7M61OQy,gzXf8Q-?WWS06HD_W3gauD38sx4oi00y3lb1 Fbp4biv0vzXf7X -2-0-0 5-4-14 10-0-0 14-7-2 20-0-0 22-0-0 I 2-0-0 5-4-14 4-7-2 4-7-2 5-4-14 2-0-0 Scale=1:38.5 4x4= 4 4.00;12 1.5x4 _ // 3 �� \ 1.5x4 5 4,. •d1 2 // / 1 .......6 7 I� Z 9 8 d 3x4= 3x4= 4x4= 4x4= 6-11-4 13-0-12 20-0-0 6-11-4 6-1-8 6-11-4 Plate Offsets(X,Y)-- [2:0-2-10,Edge],[6:0-2-10,Edge] LOADING (psf) SPACING-SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL(Roof Snow=25.0) Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.11 8-9 >999 360 MT20 185/148 TCDL 8,0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.18 8-9 >999 240 BCLL 0.0 Rep Stress Ina' YES WB 0.20 Horz(CT) 0.05 6 n/a n/a BCDL 7.0 Code IRC2015/TPI2014 Matrix-MSH Weight:68 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 HF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=932/0-5-8 (min.0-1-9),6=932/0-5-8 (min.0-1-9) Max Horz 2=-48(LC 11) Max Uplift2=-129(LC 6),6=-129(LC 7) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-1850/152,3-4=-1615/125,4-5=-1615/125,5-6=-1850/152 DOT CHORD 2-9=-130/1717,8-9=-42/1163,6-8=-84/1717 WEBS 3-9=-416/107,4-9=-36/539,4-8=-36/539,5-8=-416/107 NOTES- (9) 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=4.8psf;BCDL=4.2psf;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)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 25.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)*This truss has been designed for a live load of 23.0psf 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. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb) 2=129,6=129. 8)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. 9)All dimensions given in feet-inches-sixteenths(FFIISS)format. LOAD CASE(S) Standard i; or P