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Job <br />8339-NEW ADU SANTA ANA <br />Truss <br />A <br />Truss Type <br />RAFTER <br />Qty <br />2 <br />Ply <br />1 <br />8339-New ADU Santa Ana <br />Job Reference (optional) <br />8.710 s Aug 17 2023 MiTek Industries, Inc. Wed Oct 1 21:49:27 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-uBtvYYRCh2FopafqaZDWMXWlDoDO0ECjvQvFFwyXmH6 <br />Scale = 1:5.9 <br />T1 <br />1 <br />3 <br />2 <br />1-11-4 <br />1-11-4 <br />0-5-0 <br />0-5-0 <br />1-11-4 <br />1-6-4 <br />0- <br />5 <br />- <br />7 <br />0- <br />1 <br />1 <br />- <br />8 <br />0- <br />3 <br />- <br />8 <br />0- <br />4 <br />- <br />4 <br />0- <br />7 <br />- <br />4 <br />4.00 12 <br />LOADING (psf) <br />TCLL <br />TCDL <br />BCLL <br />BCDL <br />20.0 <br />16.0 <br />0.0 * <br />10.0 <br />SPACING- <br />Plate Grip DOL <br />Lumber DOL <br />Rep Stress Incr <br />Code <br />2-0-0 <br />1.15 <br />1.15 <br />YES <br />IBC2021/TPI2014 <br />CSI. <br />TC <br />BC <br />WB <br />Matrix-P <br />0.19 <br />0.00 <br />0.00 <br />DEFL. <br />Vert(LL) <br />Vert(CT) <br />Horz(CT) <br />in <br />-0.01 <br />-0.01 <br />-0.00 <br />(loc) <br />1-2 <br />1-2 <br />2 <br />l/defl <br />>999 <br />>999 <br />n/a <br />L/d <br />240 <br />180 <br />n/a <br />PLATES <br />Weight: 3 lb FT = 20% <br />GRIP <br />LUMBER- <br />TOP CHORD 2x4 DF No.2 G <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 1-11-4 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />MiTek recommends that Stabilizers and required cross bracing be <br />installed during truss erection, in accordance with Stabilizer <br />Installation guide. <br />REACTIONS.(lb/size) 1=68/0-5-8 (min. 0-1-10), 2=68/Mechanical <br />Max Horz1=18(LC 12) <br />Max Uplift1=-13(LC 12), 2=-19(LC 12) <br />Max Grav1=298(LC 24), 2=298(LC 25) <br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />NOTES- <br />1) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp <br />C; Enclosed; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for <br />members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 <br />2) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit <br />between the bottom chord and any other members. <br />3) A plate rating reduction of 20% has been applied for the green lumber members. <br />4) Refer to girder(s) for truss to truss connections. <br />5) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of <br />bearing surface. <br />6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. <br />7) This truss has been designed for a moving concentrated load of 250.0lb live and 18.0lb dead located at all mid panels and at all panel <br />points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. <br />LOAD CASE(S) Standard