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400 Sunrise Ave., Suite 270 <br />Roseville, CA 95661 <br />916.755.3571 / MiTek-US.com <br />Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not <br />a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall <br />building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing <br />is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the <br />fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) <br />BCSI Building Component Safety Information <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. <br />and available from the Structural Building Component Association (www.sbcscomponents.com) <br />Job <br />25-0691-001 <br />Truss <br />A05 <br />Truss Type <br />MONOPITCH <br />Qty <br />1 <br />Ply <br />1 <br />Raising Cane's #C1032 <br />Job Reference (optional) <br />R89895393 <br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:02 2025 Page 1 Precision Truss, Citrus Heights, CA <br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-iicJZ4xNcEXOU_jZr89xQ0cbrFawoxBU?UW013yjuGd <br />Scale = 1:39.2 <br />1 2 3 <br />6 5 4 <br />7 <br />8 9 <br />10 11 <br />2x4 <br />3x6 <br />3x5 <br />3x4 <br />3x4 <br />5x8 <br />4-6-0 <br />4-6-0 <br />9-1-8 <br />4-7-8 <br />4-6-0 <br />4-6-0 <br />9-1-8 <br />4-7-8 <br />3- <br />3 <br />- <br />2 <br />2- <br />9 <br />- <br />1 <br />0 <br />7- <br />0 <br />- <br />8 <br />3- <br />5 <br />- <br />5 <br />0.25 12 <br />LOADING (psf) <br />TCLL <br />TCDL <br />BCLL <br />BCDL <br />20.0 <br />15.0 <br />0.0 * <br />10.0 <br />SPACING- <br />Plate Grip DOL <br />Lumber DOL <br />Rep Stress Incr <br />Code <br />2-4-0 <br />1.25 <br />1.25 <br />NO <br />IBC2021/TPI2014 <br />CSI. <br />TC <br />BC <br />WB <br />Matrix-MS <br />0.56 <br />0.43 <br />0.32 <br />DEFL. <br />Vert(LL) <br />Vert(CT) <br />Horz(CT) <br />Wind(LL) <br />in <br />-0.05 <br />-0.11 <br />0.00 <br />0.01 <br />(loc) <br />5-6 <br />5-6 <br />4 <br />5 <br />l/defl <br />>999 <br />>968 <br />n/a <br />>999 <br />L/d <br />360 <br />240 <br />n/a <br />240 <br />PLATES <br />MT20 <br />Weight: 66 lb FT = 20% <br />GRIP <br />220/195 <br />LUMBER- <br />TOP CHORD 2x6 DF No.2 G <br />BOT CHORD 2x4 DF No.1&Btr G <br />WEBS 2x4 DF Std G *Except* <br />4-7: 2x6 DF No.2 G <br />BRACING- <br />TOP CHORD 2-0-0 oc purlins (6-0-0 max.), except end verticals <br />(Switched from sheeted: Spacing > 2-0-0). <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS.(lb/size)4=459/0-5-8, 6=459/Mechanical <br />Max Horz 6=228(LC 9) <br />Max Uplift 4=-40(LC 9), 6=-75(LC 8) <br />Max Grav 4=605(LC 32), 6=605(LC 29) <br />FORCES.(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 1-6=-415/125, 2-9=-555/377, 3-9=-553/378, 3-4=-559/453 <br />BOT CHORD 6-10=-300/468, 5-10=-300/468 <br />WEBS 2-6=-697/476, 2-5=-202/347, 3-5=-491/545 <br />NOTES-(12) <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-16; Vult=95mph (3-second gust) Vasd=75mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; Enclosed; <br />MWFRS (envelope) and C-C Corner(3) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members <br />and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 <br />3) Provide adequate drainage to prevent water ponding. <br />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />5) * 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 <br />will fit between the bottom chord and any other members. <br />6) A plate rating reduction of 20% has been applied for the green lumber members. <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 40 lb uplift at joint 4 and 75 lb uplift at <br />joint 6. <br />9) This truss has been designed for a moving concentrated load of 250.0lb live and 100.0lb dead located at all mid panels and at all <br />panel points along the Top Chord and Bottom Chord, nonconcurrent with any other live loads. <br />10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. <br />11) This truss is designed for a creep factor of 3.01, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. <br />12) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. <br />LOAD CASE(S) Standard <br />August 27,2025