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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 />LOAD CASE(S) Standard <br />1)Dead + Roof Live (balanced): Lumber Increase=1.25, <br />Plate Increase=1.25 <br />Uniform Loads (lb/ft) <br />Vert: 1-3=-34, 4-6=-34, 11-12=-23, 9-10=-23, 7-9=-7 <br />Concentrated Loads (lb) <br />Vert: 7=-213 (F), 10=-3 (F), 17=60 (F=141, B=-81), <br />23=-6 (F), 25=-144 (F=-128, B=-16) <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031822CG01Roof Special Girder 1 1M39885- TOMS JR Job Reference (optional) <br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Nov 1 2023 Print: 8.630 S Nov 1 2023 MiTek Industries, Inc. Wed Dec 27 09:56:07 Page: 2 <br />ID:qEBGAnqIMRFlN5E24kqO_UyDWnI-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />1430 E Edinger Ave <br />3/27/2025