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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 />=3x5 <br />=1x4 <br />=3x4 <br />=4x5 <br />=3x8 <br />=3x4 <br />=5x5 <br />=3x5 <br />1 7 <br />10 9 8 <br />2 61726 <br />2518 <br />2419 <br />3 5 <br />20 2321 22 <br />4 <br />1-0-0 <br />21-9-0 <br />1-0-0 <br />-1-0-0 <br />4-9-3 <br />10-4-8 <br />4-9-3 <br />15-1-11 <br />5-7-5 <br />20-9-0 <br />5-7-5 <br />5-7-5 <br />4-9-3 <br />10-4-8 <br />4-9-3 <br />15-1-11 <br />5-7-5 <br />20-9-0 <br />5-7-5 <br />5-7-5 <br />4- <br />1 <br />- <br />3 <br />0- <br />4 <br />- <br />0 <br />3- <br />9 <br />- <br />8 <br />Scale = 1:41.9 <br />Plate Offsets (X, Y):[8:0-2-8,0-3-0] <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 0.45 Vert(LL) -0.08 9-10 >999 240 MT20 220/195 <br />TCDL 16.0 Lumber DOL 1.25 BC 0.49 Vert(CT) -0.29 8-9 >844 180 <br />BCLL 0.0*Rep Stress Incr YES WB 0.34 Horz(CT) 0.09 6 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Weight: 83 lb FT = 20% <br />LUMBER <br />TOP CHORD 2X4 DF No.2 G <br />BOT CHORD 2X4 DF No.2 G <br />WEBS 2X4 DF Std G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied. <br />BOT CHORD Rigid ceiling directly applied. <br />REACTIONS (size) 2=0-3-8, 6=0-3-8 <br />Max Horiz 2=61 (LC 16) <br />Max Uplift 2=-144 (LC 8), 6=-144 (LC 9) <br />Max Grav 2=1030 (LC 1), 6=1030 (LC 1) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=0/24, 2-3=-2291/354, 3-4=-1600/285, <br />4-5=-1601/285, 5-6=-2276/367, 6-7=0/24 <br />BOT CHORD 2-10=-277/2135, 9-10=-277/2135, <br />6-9=-293/2124 <br />WEBS 4-9=-39/655, 3-9=-752/156, 3-10=0/203, <br />5-9=-743/166, 5-8=0/172 <br />NOTES <br />1) Unbalanced roof live loads have been considered for <br />this design. <br />2) 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) -1-0-9 to 1-11-7, Interior (1) 1-11-7 <br />to 10-4-8, Exterior(2R) 10-4-8 to 13-4-8, Interior (1) <br />13-4-8 to 21-9-9 zone; cantilever left and right exposed ; <br />end vertical left and right exposed;C-C for members and <br />forces & MWFRS for reactions shown; Lumber <br />DOL=1.60 plate grip DOL=1.60 <br />3) This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />4) * 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 />5) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />6) All bearings are assumed to be DF No.2 . <br />7) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 144 lb uplift at joint <br />2 and 144 lb uplift at joint 6. <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 />9) This truss design requires that a minimum of 7/16" <br />structural wood sheathing be applied directly to the top <br />chord and 1/2" gypsum sheetrock be applied directly to <br />the bottom chord. <br />LOAD CASE(S) Standard <br />Job Truss Truss Type Qty Ply T308060 Cohen Garage <br />R90031376 <br />A03 Common 5 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 13:37:40 Page: 1 <br />ID:vFiCUfZ7fMW3yiOGigvnxOyjA22-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />September 4,2025