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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 />3) Truss designed for wind loads in the plane of the truss <br />only. For studs exposed to wind (normal to the face), <br />see Standard Industry Gable End Details as applicable, <br />or consult qualified building designer as per ANSI/TPI 1. <br />4) All plates are 1x4 MT20 unless otherwise indicated. <br />5) Gable requires continuous bottom chord bearing. <br />6) Gable studs spaced at 1-4-0 oc. <br />7) This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />8) * This truss has been designed for a live load of 20.0psf <br />on the bottom chord in all areas where a rectangle <br />3-06-00 tall by 2-00-00 wide will fit between the bottom <br />chord and any other members. <br />9) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />10) All bearings are assumed to be DF No.2 . <br />11) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 62 lb uplift at joint <br />2, 22 lb uplift at joint 24, 54 lb uplift at joint 37, 31 lb uplift <br />at joint 38, 22 lb uplift at joint 39, 23 lb uplift at joint 40, <br />23 lb uplift at joint 41, 22 lb uplift at joint 42, 29 lb uplift at <br />joint 43, 147 lb uplift at joint 44, 68 lb uplift at joint 45, 7 <br />lb uplift at joint 36, 24 lb uplift at joint 35, 23 lb uplift at <br />joint 34, 24 lb uplift at joint 33, 23 lb uplift at joint 31, 23 <br />lb uplift at joint 30, 23 lb uplift at joint 29, 27 lb uplift at <br />joint 28, 181 lb uplift at joint 27, 57 lb uplift at joint 26, 62 <br />lb uplift at joint 2 and 22 lb uplift at joint 24. <br />12) This truss has been designed for a moving concentrated <br />load of 250.0lb live located at all mid panels and at all <br />panel points along the Top Chord, nonconcurrent with <br />any other live loads. <br />13) Graphical purlin representation does not depict the size <br />or the orientation of the purlin along the top and/or <br />bottom chord. <br />14) No notches allowed in overhang and 10000 from left end <br />and 10000 from right end or 12" along rake from scarf, <br />whichever is larger. Minimum 1.5x4 tie plates required <br />at 2-0-0 o.c. maximum between the stacking chords. <br />For edge-wise notching, provide at least one tie plate <br />between each notch. <br />LOAD CASE(S) Standard <br />Job Truss Truss Type Qty Ply 1002 - 1004 N Van Ness Ave <br />R91123175 <br />A01G Roof Special Supported Gable 2 1250894-ADU Job Reference (optional) <br />Stone Truss, Inc., Oceanside, CA - 92054,Run: 8.73 S Aug 13 2025 Print: 8.730 S Aug 13 2025 MiTek Industries, Inc. Wed Nov 05 18:58:06 Page: 2 <br />ID:sflu8qb4aYTR8E9FURxmNTyNsyA-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f