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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 />A24 <br />Truss Type <br />MONOPITCH <br />Qty <br />1 <br />Ply <br />2 <br />Raising Cane's #C1032 <br />Job Reference (optional) <br />R89895412 <br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:22 2025 Page 2 Precision Truss, Citrus Heights, CA <br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-7ZptlvAwvN2Yu3FP0LWdEERvPJHyUrwQbbM4kvyjuGJ <br />NOTES-(18) <br />9) A plate rating reduction of 20% has been applied for the green lumber members. <br />10) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 15. <br />11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1294 lb uplift at joint 15 and 1231 lb uplift at joint 9. <br />12) 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 panel points along the Top Chord and <br />Bottom Chord, nonconcurrent with any other live loads. <br />13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 6-0-0 oc max. starting at 1-1-0 from the left end to 29-1-0 to connect truss(es) to front <br />face of bottom chord. <br />14) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent spaced at 10-0-0 oc max. starting at 3-1-0 from the left end to 17-1-0 to connect truss(es) to <br />front face of bottom chord. <br />15) Fill all nail holes where hanger is in contact with lumber. <br />16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 lb down at 16-4-15, 77 lb down at 16-4-15, and 76 lb down at <br />3-3-0, and 76 lb down at 3-3-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. <br />17) 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 />18) This truss has been designed in conformance with Section 2303.4 of the 2022 CBC. <br />LOAD CASE(S) Standard <br />1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 <br />Uniform Loads (plf) <br />Vert: 1-2=-30, 2-26=-70, 8-26=-179, 9-16=-20 <br />Concentrated Loads (lb) <br />Vert: 5=-155(F=-77, B=-77) 18=-151(F=-76, B=-76) 27=-121(F) 28=-343(F) 29=-141(F) 30=-121(F) 31=-121(F) 32=-121(F) 33=-121(F) 35=-203(F) 36=-283(F) <br />38=-121(F) 39=-121(F) 41=-121(F) 42=-121(F) 43=-121(F) 44=-121(F)