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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 12 <br />=6x6 <br />=2x6 <br />=1x4 <br />=3x5 <br />=1x4 <br />=3x4 <br />=1x4 <br />=1x4 <br />=3x5 <br />=1x4 <br />=6x6 <br />=2x6 <br />51 <br />4212 <br />13 15 <br />14 <br />3 <br />1-0-0 <br />-1-0-0 <br />1-0-0 <br />8-7-0 <br />3-9-8 <br />3-9-8 <br />3-9-8 <br />7-7-0 <br />7-7-0 <br />1- <br />1 <br />0 <br />- <br />1 <br />4 <br />0- <br />3 <br />- <br />1 <br />5 <br />0- <br />3 <br />- <br />8 <br />0- <br />3 <br />- <br />8 <br />0- <br />1 <br />1 <br />- <br />1 <br />5 <br />1- <br />3 <br />- <br />7 <br />0- <br />3 <br />- <br />1 <br />1 <br />1- <br />7 <br />- <br />2 <br />Scale = 1:31.5 <br />Plate Offsets (X, Y):[2:0-1-0,0-2-9], [2:0-5-4,Edge], [4:0-1-0,0-2-9], [4:0-5-4,Edge], [7:0-2-0,0-0-13], [10:0-2-0,0-0-13] <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 0.38 Vert(LL) n/a - n/a 999 MT20 220/195 <br />TCDL 16.0 Lumber DOL 1.25 BC 0.41 Vert(CT) n/a - n/a 999 <br />BCLL 0.0*Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 9 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Weight: 33 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. <br />BOT CHORD Rigid ceiling directly applied. <br />REACTIONS (size) 2=7-7-0, 4=7-7-0 <br />Max Horiz 2=38 (LC 8) <br />Max Uplift 2=-119 (LC 8), 4=-83 (LC 9) <br />Max Grav 2=535 (LC 1), 4=487 (LC 37) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=0/24, 2-3=-810/507, 3-4=-810/515, <br />4-5=0/24 <br />BOT CHORD 2-4=-411/777 <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 Corner(3E) -1-0-9 to 1-8-13, Exterior(2N) <br />1-8-13 to 3-9-8, Corner(3R) 3-9-8 to 6-9-8, Exterior(2N) <br />6-9-8 to 8-7-9 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) 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) Gable requires continuous bottom chord bearing. <br />5) Gable studs spaced at 1-4-0 oc. <br />6) This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />7) * 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 />8) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />9) All bearings are assumed to be DF No.2 . <br />10) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 119 lb uplift at joint <br />2, 83 lb uplift at joint 4, 119 lb uplift at joint 2 and 83 lb <br />uplift at joint 4. <br />11) 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 />12) 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 />13) 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 601 -603 W 10th St <br />R91123164 <br />C01 Common Supported Gable 2 1250894-Duplex 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 18:57:46 Page: 1 <br />ID:6Yv0NTryL7JDraqYNoid?QyMae8-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />November 6,2025