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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 />A07 <br />Truss Type <br />MONOPITCH <br />Qty <br />1 <br />Ply <br />2 <br />Raising Cane's #C1032 <br />Job Reference (optional) <br />R89895395 <br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:04 2025 Page 2 Precision Truss, Citrus Heights, CA <br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-e5j3zlyd8rn6kItxyZBPWRh_I2CyGgUnSo?75yyjuGb <br />NOTES-(13) <br />11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 199 lb down at 21-4-3, 199 lb down at 21-4-3, and 199 lb down at <br />13-8-7, and 199 lb down at 13-8-7 on top chord, and 750 lb down at 13-7-8, and 705 lb down and 60 lb up at 21-5-2 on bottom chord. The design/selection of such <br />connection device(s) is the responsibility of others. <br />12) 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 />13) 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, 2-20=-70, 21-22=-91, 8-24=-70, 9-16=-20 <br />Concentrated Loads (lb) <br />Vert: 20=-398(F=-199, B=-199) 24=-398(F=-199, B=-199) 29=-430(B) 32=-338(B) <br />Trapezoidal Loads (plf) <br />Vert: 20=-91-to-21=-91, 22=-91-to-24=-91