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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 />C01 <br />Truss Type <br />MONOPITCH GIRDER <br />Qty <br />1 <br />Ply <br />2 <br />Raising Cane's #C1032 <br />Job Reference (optional) <br />R89895419 <br />Run: 8.810 s Mar 20 2025 Print: 8.830 s Aug 14 2025 MiTek Industries, Inc. Tue Aug 26 16:55:28 2025 Page 2 Precision Truss, Citrus Heights, CA <br />ID:tU1woLeiXBgGwrpxhgDG1JywmId-xiA80zFgUDpic_jYMbc1UVh2IkMUuZ1J_XpOyZyjuGD <br />NOTES-(16) <br />8) A plate rating reduction of 20% has been applied for the green lumber members. <br />9) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. <br />10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 358 lb uplift at joint 18 and 127 lb uplift at joint 10. <br />11) 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 />12) Use Simpson Strong-Tie MUS26 (6-10d Girder, 4-10d Truss) or equivalent at 1-10-4 from the left end to connect truss(es) to back face of bottom chord. <br />13) Use Simpson Strong-Tie LUS24 (4-10d Girder, 2-10d Truss) or equivalent spaced at 2-0-0 oc max. starting at 4-0-12 from the left end to 24-0-12 to connect truss(es) to <br />back face of bottom chord. <br />14) Fill all nail holes where hanger is in contact with lumber. <br />15) 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 />16) 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: 1-7=-70, 7-8=-30, 9-16=-20, 17-18=-20 <br />Concentrated Loads (lb) <br />Vert: 13=-73(B) 15=-69(B) 22=-50 24=-50 25=-50 26=-50 31=-73(B) 32=-73(B) 34=-73(B) 35=-73(B) 37=-73(B) 38=-73(B) 40=-73(B) 41=-73(B) 42=-73(B) <br />43=-74(B)