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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 />=4x6 =2x4 <br />=4x4 <br />=4x6 <br />LUS24 LUS24 LUS24 LUS24 <br />31 <br />13 4 14 <br />129 <br />1110 <br />2 <br />3-9-8 <br />3-9-8 <br />3-9-8 <br />7-7-0 <br />3-9-8 <br />7-7-0 <br />3-9-8 <br />3-9-8 <br />0- <br />3 <br />- <br />1 <br />5 <br />1- <br />7 <br />- <br />2 <br />Scale = 1:24.7 <br />Plate Offsets (X, Y):[1:0-3-6,0-0-1], [3:0-3-6,0-0-1] <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 0.23 Vert(LL) -0.02 4-6 >999 240 MT20 220/195 <br />TCDL 16.0 Lumber DOL 1.25 BC 0.37 Vert(CT) -0.04 4-6 >999 180 <br />BCLL 0.0*Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 3 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-MP Weight: 28 lb FT = 20% <br />LUMBER <br />TOP CHORD 2X4 DF No.2 G <br />BOT CHORD 2X6 DF No.2 G <br />WEBS 2X4 DF Std G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />5-8-10 oc purlins. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc <br />bracing. <br />REACTIONS (size) 1=0-3-8, 3=0-3-8 <br />Max Horiz 1=-20 (LC 58) <br />Max Uplift 1=-170 (LC 8), 3=-204 (LC 9) <br />Max Grav 1=645 (LC 1), 3=726 (LC 1) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=-1151/580, 2-3=-1153/580 <br />BOT CHORD 1-4=-493/1072, 3-4=-493/1072 <br />WEBS 2-4=-221/530 <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) 0-1-12 to 3-1-12, Interior (1) 3-1-12 <br />to 3-9-8, Exterior(2R) 3-9-8 to 6-9-8, Interior (1) 6-9-8 to <br />7-5-4 zone; cantilever left and right exposed ; end <br />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 170 lb uplift at joint <br />1 and 204 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 />9) Use Simpson Strong-Tie LUS24 (4-10dx1 1/2 Girder, <br />2-10d Truss, Single Ply Girder) or equivalent spaced at <br />2-0-0 oc max. starting at 1-2-12 from the left end to <br />7-2-12 to connect truss(es) to back face of bottom chord. <br />10) Fill all nail holes where hanger is in contact with lumber. <br />11) In the LOAD CASE(S) section, loads applied to the face <br />of the truss are noted as front (F) or back (B). <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: 1-2=-72, 2-3=-72, 1-3=-20 <br />Concentrated Loads (lb) <br />Vert: 3=-170 (B), 6=-191 (B), 13=-170 (B), 14=-170 <br />(B) <br />Job Truss Truss Type Qty Ply 601 -603 W 10th St <br />R91123166 <br />C03 Common Girder 1 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 18:57:47 Page: 1 <br />ID:KrNTauKvQ4CvcSSyfvlNgayMons-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />November 6,2025