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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 />4 <br />12 <br />=2x4 <br />1 <br />4 <br />2 <br />8 <br />9 <br />3 <br />1-0-0 <br />-1-0-0 <br />1-11-11 <br />1-11-11 <br />1-11-11 <br />1- <br />3 <br />- <br />9 <br />0- <br />4 <br />- <br />0 <br />0- <br />1 <br />1 <br />- <br />1 <br />4 <br />Scale = 1:20.6 <br />Loading (psf)Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP <br />TCLL (roof) 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.00 4-7 >999 240 MT20 220/195 <br />TCDL 16.0 Lumber DOL 1.25 BC 0.09 Vert(CT) 0.00 4-7 >999 180 <br />BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 7 lb FT = 20% <br />LUMBER <br />TOP CHORD 2X4 DF No.2 G <br />BOT CHORD 2X4 DF No.2 G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />1-11-11 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc <br />bracing. <br />REACTIONS (size) 2=0-3-8, 3= Mechanical, 4= <br />Mechanical <br />Max Horiz 2=42 (LC 8) <br />Max Uplift 2=-60 (LC 8), 3=-15 (LC 12) <br />Max Grav 2=343 (LC 29), 3=274 (LC 31), <br />4=70 (LC 30) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=0/24, 2-3=-140/47 <br />BOT CHORD 2-4=-3/100 <br />NOTES <br />1) Wind: ASCE 7-16; Vult=110mph (3-second gust) <br />Vasd=87mph; TCDL=6.0psf; BCDL=6.0psf; h=25ft; Cat. <br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone <br />and C-C Exterior(2E) zone; cantilever left and right <br />exposed ; end vertical left and right exposed;C-C for <br />members and forces & MWFRS for reactions shown; <br />Lumber DOL=1.60 plate grip DOL=1.60 <br />2) This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />3) * 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 />4) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />5) Bearings are assumed to be: , Joint 2 DF No.2 . <br />6) Refer to girder(s) for truss to truss connections. <br />7) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 60 lb uplift at joint <br />2 and 15 lb uplift at joint 3. <br />8) 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 />LOAD CASE(S) Standard <br />Job Truss Truss Type Qty Ply T308060 Cohen Garage <br />R90031378 <br />J01 Jack-Open 8 1250727-Roof 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 Sep 03 13:37:41 Page: 1 <br />ID:CF_j6_cC1Oh7biQG7HVVmxyjA3G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />September 4,2025