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4/7/25, 1:23 PM Garage <br />Date: 4/07/2025 -1:23 PM <br />Design Name: Garage Design <br />Design ID: 302857385153 <br />Estimated Price: $28,689.15 <br />*Today's estimated price. Future pricing Wray go up or down. Tax, laho); and delivery not included. <br />[MEN�1"RDS] <br />Design&Buy" <br />GARAGE <br />Job I Truss I Truss Type Illy Ply <br />QTRLC0543350 T1 COMMON 11 1 <br />Job Reference (opllon.1) <br />M idweet Manufectunng, Eau Clare. WI Run: e.37 S Aug 28 2010 Print: e320 3 Aug 26 20191ATek Industries, Inc_ Mon Aug 10 10.03.08 Pape: 1 <br />ID:euUul GZOw WoTTE MKhypHZa-TJNnYOY bihF3? W8XInnX?JEh9Xopbf MYFs HZH <br />_02'a 7-10-14 15-0-0 22-1-2 30-0-0 30-6- <br />0-6-0 7-10-14 7-1-2 7-1-2 7-10-14 0-6-0 <br />4x10- <br />3.10- 1.Sx4 a axe- 1.5x4 a 3x10- <br />7-10-1422-1-2 30-0-0 <br />7-10-14 7-1-2 7-1-2 7-10-14 <br />F-LFirf6R-Y,]F1 <br />Plate Offsets (X. Y): (2:0-5-2,0-1-81, 16:0-5-2,0-1-8], 19:0.4-0.0-3-4] <br />LUMBER BRACING <br />TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structure: wood sheathing directly applied or 2-2-0 oc purling. <br />BOT CHORD 2x4 SPF 2100F 1.BE BOT CHORD Rigid ceiling directly applied or tO0-O oc bracing. <br />WEBS 2x3 SPF Stud •Except• W2:2x3 SPF No.2 WEBS at midot 3-9. 5-9 <br />REACTIONS (lb/size) 2-1803/0-3-0, (min. 0-2-6), 6-1803/0-3-8, (min. 0-2-6) MlTek -commands that Slabllizere and required cross bracing be <br />Max Horiz 2=-64 (LC 19) Installed during truss erection, in accordance with Stabilizer <br />Max Uplift 2=-105 (LC 10), 6=-105 (LC 11) tnsteilstlon guide. <br />Max Or- 2=1852 (LC 21). 6=1852 (LC 22) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-11=-4474/186. 3-11=-4241/199, 3-4=2933fl3g, 4-5=-2933/139, 5-12=-4241/199, 6-12= 1474/188 <br />BOT CHORD 2-10>=18414131. 9-10=-184M131, 8-9=136/4131. 6-8=-136/4131 <br />WEBS 3-10=0/319,4-9=0/1112,5-8-0/319, 3-9=-1796/151, 5-9=-1795/152 <br />NOTES <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; VUit=l 15mph (3-second gust) Vasd=91 mph: TCDL=4.2psf; BCDL=6.Opsf: h=25ft; Cot. II; EXp B; Enclosed; MWFRS (envelope) exterior zone and C-C <br />Exterior (2) zone; cantiiever left and right exposed ; end vertical tart and right exposed;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1.60 plate <br />grip DOL-1.60 <br />3) TCLL: ASCE 7-16; Pr=42.0 pet (roof LL: Lum DOL=1.15 Plate DOL-1.15); Pg-60.0 psf: Ps=41.6 psf (Lunn DOL=1.15 Plate DOL=1.15): Ie=1.0; Rough Cat B; Fully Exp.; <br />Ce=0.9; Cs=1.00; Ct-1.10 <br />4) Roof design snow load has been reduced to account for slope. <br />5) Unbalanced snow loatls have been considered for rota design. <br />8) Thls Wss has been designed for greater of min roof live load of 12.0 pat or 1.00 limes Oat roof load of 41.6 pot on overhangs non -concurrent with other live toads. <br />7) Thla truss has been doslgned for a 10.0 Psi bottom chord live load nonconcurront with any other live loads. <br />8) • This Wss has hean designed fora Ilya load of 20.0psf on the bottom chord In all araas where a rectangle 3-06-00 tall by 2-00410 wide will fit between the bottom chord and <br />any other members. <br />8) Previde mechanical connection (by others) of truss to bearing plate capable of wlthslandinp 105 lb uplift at joint 2 and 105 lb uplift at Joint 6. <br />10) This truss is designed In accordance with the 201E International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. <br />LOAD CASE(8) Standard <br />For other design systems search "Design & Buy" on Menards.co)n <br />Page 9 of 11 <br />https://designit.menards.com/RPF-v2/#/main/summary/capture 9/11 <br />