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Job _ Truss Truss Type <br />QTREC0826480 PTI E COMMON <br />Midwest Manufacturing, Eau Claire. ',VI <br />-1-0-0 <br />I <br />1-0-0 <br />0-6-1 <br />5x14= <br />8-2-0 <br />8-2-0 <br />Scale 1:74.7 <br />Plate Offsets (X,, Y)', [2: - [30-3-8,0-2-01 [9. <br />.„, .„, „. „„ • ,„ „ .„ „ ,„ „ <br />Loading (psf) Spacing <br />TCLL (roof) 20.0 Plate Grip DOL <br />Snow (Ps/Po) 28.4/50.0 Lumber Da <br />TCDL 4.0 Rep Stress Incr <br />BCLL 0.0 Code <br />BCDL 5.0 <br />4-0-0 CSI <br />1.15 1 TC <br />1.15 BC <br />NO WB <br />IBC2018/TP12014 Matrix -MS <br />13-5-14 <br />5-3-14 <br />, <br />Run. 8.72 S Sep 6 2023 Prier 8.720 S Sep 6 2023 tiliTek Industries. Inc Fri Jan 12 12:31 55 Page 1 <br />ID:27E,InT1PiNgyTO7Fint1Pi,lzw5itt-MUHz_a3iZvkinv3hlatunpkci<nsr,NUBAG7LAszw5fX <br />21727o <br />7-6-2 <br />3x8= 3x6 (3x6= <br />15 14 <br />4x6- 10x12- <br />Qty Ply <br />1 1 <br />- Job Reference (optional) <br />28-6-2 <br />7-6-2 <br />501011 <br />33-10-0 <br />5-3-14 <br />3x8= <br />62 <br />10x12.-- <br />16-0-0 <br />6-6-10 10-0-0 <br />32-6-10 <br />6-6-10 <br />[ :0-5-9.0-2-14], [13:0-6:00-6-01.[14.0-6-0 -01 <br />DEFL in (too) ligefl Lid PLATES GRIP <br />0.74 Vert(LL) -0.50 13-14 >999 240 tviT20 244/190 <br />0.87 Vert(CT) -0.68 13-14 >738 180 <br />0.96 Ho rz(CT) 0.17 10 ilia na <br />12 <br />4x6= <br />42-0-0 <br />8-2-0 <br />-5- <br />43-0-0 <br />1-0-0 <br />Ex14, <br />LUMBER BRACING <br />TOP CHORD 2x6 SP 2400F 2,CE TOP CHORD <br />BOT CHORD 2x8 SP 2400F 2 OE "Except' 62:2x8 SPF No.2 BOT CHORD <br />WEBS 2x4 SPF Stud 'Except04:2x4 SPF No.2 <br />OTHERS 2x4 SPF Stud <br />REACTIONS (Ibisize) 2.32580-5-8 (min. 0-2-11). 10=32560-5-8. (min.. 02-11) <br />Max Horiz 2=-215 (LC 13) <br />Max Uplift 2=-1127 (LC 8), 10=-1127 (LC 9) <br />FORCES (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-817312676., 3-4=-7941/2677, 4-5=-7818/2632. 5-3=-628012105, 6-7.-6280'2104, 7 8=-781812631, 8-9=-794112676, <br />9-10=-81712675 <br />BOT CHORD 2-15=-2565,7672, 14-15.-2068i6522, 13-14=-1315,4760 12-13=-1899/6.522, 10-12=-23967672 <br />WEBS 4-15=-7442373. 5-15.-4871192, 5-14=-1810.,691. 6-14=-715,2161, 6-13=-714,2161, 7-13=-1810:691 7-12=-4861192, <br />8-12=-744373 <br />2-0-0 oc purlins (3-1-7 max.). <br />7-0-0 co bracing. <br />Weight: 320 lb FT = 15% <br />NOTES <br />1) Unbalanced roof live loads have been considered for th3 design <br />2) Wind, ASCE 7-16, Vult=105nrph (3-second gust) Vasd=83mph; .TCDL=2.4psf: BCDL=0.6psf: h=25ft; Cat. I: Exp "Cs,: Enclosed; MWFRS (envelope) exterior zone; cantilever left <br />and right exposed end vertical left and right exposed: Lumber DOL=1.60 plate grip DOL=1.60 <br />3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable. or consult <br />qualified building designer as per ANSI/TPI 1. <br />4) TCLL: ASCE 7-16: Pr=20.0 psf (roof LL. Lunt DCL=1.15 Plate DOL=1.15),. Pg=50.0 psi; Ps=28.4 psf (Low 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 />5) Roof design snow load 'eras been reduced to account for slope. <br />6) Unbalanced snow loads have been considered for this design. <br />7) This truss has been designed for greater of min roof live load of 12.0 psi or 1.00 times fat roof load of 30.2 psf on overhangs non -concurrent with other live loads <br />8) 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 too chord dead load. <br />9) Horizontal gable studs spaced at 2-6-0 oc. <br />10) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1127 lb uplift at joTht 2 and 1127 lb uplift at joint 10_ <br />12) This truss is designed in accordance with the 2018 International Building Code section 2306 1 and referenced standard ANSi/TPI 1. <br />13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top arid/or bottom chord. <br />LOAD CASE(S) Standard <br />For other design systems search "Design & Buy" on Menards.com <br />Page 7 of 10 <br />