Laserfiche WebLink
--..... _.....-.. .��.. n:,.�w.+bn aZ USuatU4 poge:l <br />ID:'VkAMVoHY5F50xtM '-STZ- h rVAft$M agCe2PzsPAG11QNlymrpf21F7xzw7az <br />4x6= <br />3 <br />J.[3e / O <br />30. 3x40 3x40 _ t( <br />9-3-15 1 '%`�7r Sze. <br />9-3.15 18-01 _ - 27-4-0 ` _ <br />Scale'=1:49.6 <br />Plate Offsets (X. Y): (1;0.3-1QEdgaj, IS:O-3-10;Edge) <br />Loading (Psfj Spacing 2-" CSf <br />TCLL 25.0 Plate Grip DOL 1.15 TC DAL in (lacj Itdefl Ud PLATES GRIP Snow = 25.0) Lumber DOC 0.88 Vert(ll) -0.25 1-8 >999 360 MT20 185/148 <br />TCDL 1.16 SC 0.73 Vert(CT) -0.46 1-8 >704 240 <br />8.0 Rep Stagsincr YES WB 0.24: Horz(CT) 0.09 5 n/a n/a <br />BCLL 0.0 Code IRC2015/TP12014 Matrix-S <br />BCDL 7.0 <br />Weight 95lb FT=20% <br />LUMBER <br />TOP CHORD 2x4 HF No.2 BRACING <br />SOT CHORD 2x4 HF No.2TOP CHORD Structural wood sheathing directly applied. <br />WEBS 2x4 OF Stud BOT CHORD rinstalle:d <br />ld'ceBi directi a led ar 10 0 0 oc bracing. <br />REACTIONS (lb/size) 1-10881 Mechanical, (min. 0-1-8), 5=1088/ Mechanical, (min. iTek uring trusmend$s serecSt onu neaxorddance w h StebBize rig be <br />0=68 tallion guide. <br />Max Horiz 1=68(LC 14) <br />Max Uplift 1=-100 (LC 10), 5=100 (LC 11) <br />FORCES Ob) - Max. Comp./Max. Ten. -All forces 260 (Ib) or less except when shown. TOP CHORD 1-2=-2226/213. 2 9-194YI71, 3-9=1847f190, 3-10-1847/190. 4-10=-1943/171, 45=-2226/213 <br />BOT CHORD 1-8=-217/1997. 7-8=59f1308, 6-7=-54/1308, "- 149/1997 <br />WEBS 3.6=-82/716, 4.6=540/179 3-8=82/7'16.2-8a-540/179 <br />NOTES <br />1) Wind: ASCE 7-10; Vult=110mph (3-second gust) Vasd=87mph; TCOL=4.2psf, BCDL=4.2psf; h=25f; Cat. 11; Exp B; Enclosed; MWFRS (envelope) exterior zone; cantilever left <br />exposed ; end vertical (eft axposed; Lumber DOL-1.60 plate grip DOL-1.60 <br />2) TCLL: ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11;si Exp B Partially Exp.; Gt=1.10 <br />3) Unbalanced snow loads have been considered for this design. <br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, <br />5) AU bearings are assumed to be HF No.2 . <br />6) Refer to girder(s) for truss to truss connections. <br />7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at joint 1 and 100 (b uplift at joints. <br />8) This truss is designed in accordance with the 2016 International Residential Code sections R602.11 1 and R802.10.2 and referenced standard ANSVrPI 1. <br />LOAD CASES) Standard <br />,f <br />