Laserfiche WebLink
Job Truss Truss Type Qty Ply <br />QTREC0826480 PT1 COMMON 14 1 <br />Midwest Manufacturing. Eau Claire, W1 <br />-1-0-0 <br />1 I <br />1-0-0 <br />5x14= <br />Scale = 1:74.7 <br />7-10-8 <br />7-10-8 <br />9-2-4 <br />9,-2-4 <br />13-5-14 <br />5-7-6 <br />Job Reference (optional) <br />Run, 8,72 S Sep 6 2023 Print. 8.720 S Sep 6 263 MiTek Industries, Inc Fri Jan 1.2 12:31 56 Page 1 <br />ID:27ENlirli7iNgyTO7RniN1Ppzi,v5ig-MjUHz_a3.J.Zykitiv3blafunpA JI<JorW3BAG7LAsz,./y5fX <br />21-0-0 <br />7-6-2 <br />5x10. <br />?Pi-2 <br />7-6-2 <br />4x4= M18AHS9x12 = N4l6AHS9x12 = <br />16-0-0 <br />6-9-12 <br />Plate Offsets (X:Y): [3;0-4-0,0-4-5], 17:0-4-0,0-4-8]. [11;0-6-0,0-4:12}. (12;0-6-0;0A-12j <br />26-0-0 <br />10-0-0 <br />32-9-12 <br />6-9-1.2 <br />34-1-8 <br />5-7-6 <br />4x4= <br />42-0-0 43-0-0 <br />1 I <br />7-10-8 <br />42-0-0 <br />9-2-4 <br />Loading (psf) Spacing 4-0-0 CS! DEFL in (lac) t'dell Lid PLATES GRIP <br />TCLL (roof) 20.0 Plate Grip DOL 1.15 ,. TO 0.74 Vert(LL) -0.52 11-12 ::.976 240 MT2O 2441190 <br />Snow (Ps/Pa) 28,4/50.0 Lumber DOL 1,15 ,' BC 1.00 Vert(CT) -0.73 11-12 1-691 180 1,118AHS 142/136 <br />TCDL 4.0 Rep Stress Ina- NO WB 0.99 Horz(CT) 0.20 8 Iva nia <br />BOLL 0.0 Code IBC2018/TP12014 Matrix -MS <br />BCDL 5.0 <br />LUMBER BRACING <br />TOP CHORD 2x6 SP 2400F 2.0E. TOP CHORD <br />BOT CHORD 2x0 SP 2400F 2 OE 'Exceptr B2:2x6 SPF No.2 SOT CHORD <br />WEBS 2x4 SPF Stud 'Exceptr W412x4 SPF No.2 <br />REACTIONS (lbisize) 2=325810-5-8.. (min. 0-2-11), 8=3258/0-5-8, (min 0-2-11) <br />Max Honz 2=-127 (LC 13) <br />Max Uplift 2=-729 (LC 81, 8=-729 (LC 9) <br />FORCES (lb) - Max. Compilvlax. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-80931705, 3-4=-773011682, 4 5- 62021359 5 6- 62021359 6-7=47301682, 7-8=-80931706 <br />BOT CHORD 2-13=-1616.,7591„ 12-13=-1293/6428, 11-12=-82314713, 10-11=-11956428. 8-10=-151917591 <br />WEBS 3-13=-768,254. 4-13=-3061170, 4-12=-1781/441, 5-12=-447.i2131, 5-11=-44712131 6-11=-1781/441, 6-10=-30611170, <br />7-10=-7681254 <br />2-0-0cc puffins (3-1-9 nine.). <br />8-0-0 cc bracing. <br />5x1 4= <br />Weight: 251 lb FT = 15% <br />NOTES <br />1) Unbalanced roof live loads have been considered for this design <br />2) Wind. ASCE 7-16. Vult=105mph (3-second gust) Vasd=83rnpIT TCDL=2.4psf; BODL=0.6psf; h=25f1; Cat. I; Exp C. Enclosed; MWFRS (envelope); cantilever left and right <br />exposed, end vertical left and right exposed', Lumber DOL=1.60 plate grip DOL=1.60 <br />3) TCLL: ASCE 7-16; Pr=20.0 psf (roof LL: Lunt DOL=1.15 Plate DOL=1.15)' Pg=50.0 psf; Ps=28.4 psf (Lurn DOL=1.15 Plate DOL=1.15) Is=0.8,Rough Cat C: Fully Exp.; <br />Ce=0 9: Cs=0.94, Ct=1.20; Unobstructed slippery surface <br />4) Roof design snow load has been reduced to account for slope, <br />5) Unbalanced snow loads have been considered for this design. <br />Si This truss has been designed for greater of min roof live load of 12.0 psf or 1_00 times flat roof load of 302 psf on overhangs non -concurrent with other live loads, <br />Ti Dead loads shown include weight of truss Top chord dead load of 5.0 psi (or less) is not adequate for a shingle roof. Architect to verify adequacy of top chord dead load. <br />8) All plates are MT20 plates unless otherwise indicated. <br />9) This truss has been designed for a 10.0 psf bottom chord live load nunconcurrent with any other live loads. <br />10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 729 lb uplift at joint 2 and 729 lb uplift at joint 8. <br />11) This truss is designed in accordance with the 2018 International Building Code section 2306,1 and referenced standard ANSI/TPI 1. <br />12) Graphical pi:Win representation does not depict the size or the orientation of the ,ourlin along the top andlor bottom chord. <br />LOAD CASE(S) Standard <br />For other design systems search "Design & Buy" on Menards.com <br />Page 6 of 10 <br />