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Job <br />8339-NEW ADU SANTA ANA <br />Truss <br />AB03 <br />Truss Type <br />GABLE <br />Qty <br />1 <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 21:49:34 2025 Page 1 ID:PnXkgddMlicu3G1IrO25DtyXtn8-AXoZ0xWb1B8o9fhAUXr98?IuTdYv9NalW066?0yXmH? <br />Scale = 1:22.5 <br />T1 T1B1 <br />T2 T2 <br />W1ST2 <br />ST1 <br />ST2 <br />ST1 <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />12 11 10 9 8 <br />17 18 <br />19 20 21 22 23 24 <br />4x6 4x6 <br />3x6 3x6 <br />5x6 <br />1x4 <br />6-0-0 <br />6-0-0 <br />12-0-0 <br />6-0-0 <br />-1-1-0 <br />1-1-0 <br />6-0-0 <br />6-0-0 <br />12-0-0 <br />6-0-0 <br />13-1-0 <br />1-1-0 <br />0- <br />3 <br />- <br />1 <br />5 <br />2- <br />3 <br />- <br />1 <br />5 <br />0- <br />3 <br />- <br />1 <br />5 <br />4.00 12 <br />D=280 PLF <br />Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-3-0,Edge], [5:0-3-0,Edge], [6:0-3-0,Edge] <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-S <br />0.38 <br />0.26 <br />0.09 <br />DEFL. <br />Vert(LL) <br />Vert(CT) <br />Horz(CT) <br />in <br />0.00 <br />0.02 <br />0.01 <br />(loc) <br />6 <br />7 <br />10 <br />l/defl <br />n/r <br />n/r <br />n/a <br />L/d <br />120 <br />120 <br />n/a <br />PLATES <br />MT20 <br />Weight: 52 lb FT = 20% <br />GRIP <br />220/195 <br />LUMBER- <br />TOP CHORD 2x4 DF No.2 G *Except* <br />T2: 2x6 DF No.2 G <br />BOT CHORD 2x4 DF No.2 G <br />WEBS 2x4 DF Std G <br />OTHERS 2x4 DF Std G <br />BRACING- <br />TOP CHORD Structural wood sheathing directly applied or 4-7-7 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 5-0-4 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.All bearings 12-0-0. <br />(lb) - Max Horz2=24(LC 11) <br />Max Uplift All uplift 100 lb or less at joint(s) 10 except 2=-461(LC 25), 6=-461(LC 26), 11=-140(LC 36), <br />9=-140(LC 41) <br />Max Grav All reactions 250 lb or less at joint(s) except 2=717(LC 24), 6=717(LC 23), 10=484(LC 44), <br />11=261(LC 43), 12=354(LC 42), 9=261(LC 45), 8=354(LC 46) <br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3=-1848/1719, 3-17=-932/1040, 4-17=-899/853, 4-18=-899/853, 5-18=-932/1040, <br />5-6=-1848/1719 <br />BOT CHORD 2-19=-1558/1709, 12-19=-1184/1262, 12-20=-718/795, 11-20=-531/608, 11-21=-307/384, <br />9-22=-307/384, 9-23=-531/608, 8-23=-718/795, 8-24=-1184/1262, 6-24=-1558/1709 <br />WEBS 4-10=-430/277 <br />NOTES- <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; Vult=110mph (3-second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp <br />C; Enclosed; MWFRS (directional) and C-C Corner(3E) -1-1-9 to 1-10-7, Exterior(2N) 1-10-7 to 6-0-0, Corner(3R) 6-0-0 to 9-0-0, <br />Exterior(2N) 9-0-0 to 13-1-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & <br />MWFRS for reactions shown; 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 <br />End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. <br />4) Gable requires continuous bottom chord bearing. <br />5) Gable studs spaced at 1-4-0 oc. <br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />7) * 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 />8) A plate rating reduction of 20% has been applied for the green lumber members. <br />9) One RT7 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 2 and 6. This connection is for uplift only <br />and does not consider lateral forces. <br />10) One RT4 MiTek connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s) 10, 11, and 9. This connection is for <br />uplift only and does not consider lateral forces. <br />11) 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 />12) This truss has been designed for a total seismic drag load of 280 plf. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist <br />drag loads along bottom chord from 0-0-0 to 12-0-0 for 280.0 plf. <br />LOAD CASE(S) Standard