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quo Truss <br />J1079652 806 <br />he Truss Company, Buriingtnn;lNA, 98233, Oan Kincaid <br />Sa <br />.I? f <br />i <br />5.10.10 <br />5-10.10 <br />/ <br />1j .S j 1.W <br />California <br />Run; 8.42 S <br />Ply rio'b <br />ver Lake Co <br />1 Reference <br />W Print 8.420 S Dec 12020 Mt1'ek Industries, Inc. Tue Jan 12 08:01:05 <br />ID.,Mq'2EydGTZQ4sCNMsnNX-aS -ouyE' TtMU Page: 1 <br />y le9 8gtu78U6xOp8 ghOh3Uyttirylpf=w7gy <br />U10s 4121. <br />1v 8. 8 <br />3X4= 3%4a <br />I 4x4- 4xio. 3x4 <br />Scale a 1:54.8 <br />Plate ONset$ (X, Th (1:0.144,0.0-6). (6:0-".0-1-12), (7:Edge,0-1-81 <br />Loading (Psi Spacing <br />TCLL 26.0 Plate Grip DOL <br />2-0-0 <br />115 <br />CS) <br />TC <br />DEFL <br />in (loc) <br />Udell <br />Ud PLATES GRIP <br />(Rod Snow =25.0) Lumber DOL <br />TCDL <br />1.15 <br />. <br />BC <br />0.92 Vert(LL) <br />0.88 Vert(CT) <br />-0.19 10.11 <br />>999 <br />360 MT20 1851148 <br />8.0 Rep Stress incr <br />BCLL 0,0 Code YES <br />WS <br />0.8$ Horz(CT) <br />-0.30 1-11 <br />0.10 7 <br />>999 <br />n/a <br />240 <br />nta, <br />IRC2015/TP12014 <br />BCDL 7.0 <br />Matrix S <br />Weight'1341b-FT=20*A <br />LUMBER <br />TOP CHORD 2x4 HF No.2 *Except* T1:2x4 OF NoA&Btr BRACING <br />BOT CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied, except end verticals, <br />WEBS 294 OF Stud'Excepr M:20 HF No.2 and 2-0-0 oc puffins (4-3-8 Max.): 4-5. <br />REACTIONS ob/size) 1=1237/ Mechanical. (min. 0-1-8). 7=1483/ Mechanical. (min. : BOT CHORD Rigid ceiling directly applied ore-5.13 oc bracing. <br />0-1-8 WEBS 1 Row at mid t 4-8 6-7 <br />MiTek recommends that Stabilizers and <br />Max Horu: 1=153 (LC a5) required crass bracng be <br />Max Uplift 1=-164 (LC 10), 7a-178 (LC Io) installed during truss erection, in accordance with Stabilizer <br />Max Grav 1=1640 (LC 28), 7=1821(LC 20) Installation guide. <br />FORCES (lb) - Max. Comp./Max. Ten. -Ail forces 250 (ib) or less except when shown. <br />TOP CHORD 1-12-3605/344, 2-12=-8640l357, 2-3=-3151/318, 34 =2009/253, 4-13=-1240/180,13-14�1240/180,14-15=-1240H80, <br />1 116412401180, 5-16=12401180, 5-17=130W177, 6-17=-1422/168, 6•7=1781/197 <br />BOT CHORD 1-11- 4a113266, 10-11-32712499, 9-10=-21711711. 8-9=-21711711 <br />WEBS 4-10-52/771, 4-8=-781H2O, 5-8=-4011107, 6-8='181/1546, 2-11=-605/141, 3-11-23/619, 3.10=-1002/157 <br />NOTES <br />1) Wind: ASCE 7-10; Vuit=110mph (3-secondgust) Vasd=87mph; TCDL=4.2paf; BCDL-4.2psf; h=25N; Cat. 11; Exp 6; Enclosed; MWFRS (envelope) exterior zone; cantlever left <br />exposed; end vertical left exposed; Lumber DOL-1.60-plate grip DOL=1.60 <br />2) TCLL:'ASCE 7-10; Pf=25.0 psf (flat roof snow); Category 11; Exp B; Partially Exp.; Ct=1.10 <br />3) Unbalanced snow loads have been considered for this design. <br />4) Provide adequate drainage to prevent water ponding. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />6) All bearings are assumed to be HF No.2. <br />7) Refer to girder(s) for truss to truss connections. <br />8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 1 and 178 lb uplift at Joint 7. <br />9) This truss is designed in accordance with the 2015 International Residential Code sections R502.111 and R802,10.2.and referenced standard ANSI/TPI 1. <br />10) Graphical pudin representation does not depict the size or the orientation of the pudin along the top andlor bottom chord. <br />11) Hanger(s) or other connection device(s) shag be provided sufficient to support concentrated load(s) 283 lb, down and 92 lb up at 16-11-11, and 4651b down and 97 ib up at <br />21-0-5 on top chord. The design/selectbn of such connection device(s) is the responsibility of others. <br />LOAD CASES) Standard <br />1) Dead+ Snow (balanced); Lumberincrease=1.16, Plata increase=1:15 <br />Uniform Loads (Iblift) <br />Vert 1-4==86.4-5�-68, 5.6-86. 1-T=14 <br />Concentrated Loads (lb) <br />Vert: 13-184, 16 -366 J <br />