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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 />0.2512 <br />=4x6 <br />=6x8 <br />=3x4 <br />=3x4 <br />=3x4 <br />=5x8 <br />=6x8 <br />=3x4 <br />7 <br />14 6 15 <br />5 <br />9 <br />10 <br />4133122111 <br />8 <br />0-5-10 <br />0-5-10 <br />4-5-9 <br />4-11-3 <br />4-8-2 <br />9-7-4 <br />5-1-4 <br />14-8-8 <br />0-3-9 <br />14-8-8 <br />6-11-7 <br />6-11-7 <br />7-5-8 <br />14-4-15 <br />6-6-0 <br />1-9-5 <br />0-9-4 <br />2-10 <br />-2 <br />2-10 <br />-2 <br />3-7-14 <br />6-6-0 <br />Scale = 1:45.4 <br />Plate Offsets (X, Y):[1:0-2-15,Edge] <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 0.76 Vert(LL)-0.27 5-6 >627 360 MT20 220/195 <br />TCDL 14.0 Lumber DOL 1.25 BC 0.90 Vert(CT)-0.41 5-6 >420 240 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.75 Horz(CT)0.03 10 n/a n/a <br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.05 6 >999 240 Weight: 80 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 No.2 G or 2x4 DF Std G or 2x4 DF <br />Stud G *Except* 7-8:2x6 DF No.2 G <br />OTHERS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF <br />Stud G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />4-8-11 oc purlins, except end verticals. <br />BOT CHORD Rigid ceiling directly applied or 7-2-6 oc <br />bracing. <br />REACTIONS (size)7=0-5-8, 10=0-3-8 <br />Max Horiz 7=-190 (LC 10) <br />Max Uplift 7=-52 (LC 9), 10=-135 (LC 9) <br />Max Grav 7=1017 (LC 1), 10=997 (LC 19) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-7=-507/155, 1-8=0/0, 1-2=-473/323, <br />2-3=-1572/697, 3-4=-237/78, 5-9=-289/745, <br />4-9=-289/745 <br />BOT CHORD 6-7=-758/1515, 5-6=-701/1536 <br />WEBS 2-6=-94/380, 2-7=-1496/745, 3-6=-173/284, <br />3-5=-1491/691, 4-10=-1021/432 <br />NOTES <br />1)Unbalanced roof live loads have been considered for <br />this design. <br />2)Wind: ASCE 7-16; Vult=96mph (3-second gust) <br />Vasd=76mph; TCDL=8.4psf; BCDL=4.2psf; h=25ft; Cat. <br />II; Exp C; Enclosed; MWFRS (envelope) exterior zone <br />and C-C Corner (3) 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 />3)Provide adequate drainage to prevent water ponding. <br />4)This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />5)* 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 />6)A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />7)Bearings are assumed to be: Joint 7 DF No.2 crushing <br />capacity of 625 psi, Joint 10 DF Stud or No.2 or Std <br />crushing capacity of 625 psi. <br />8)Bearing at joint(s) 10 considers parallel to grain value <br />using ANSI/TPI 1 angle to grain formula. Building <br />designer should verify capacity of bearing surface. <br />9)Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 52 lb uplift at joint <br />7 and 135 lb uplift at joint 10. <br />10)This truss has been designed for a moving concentrated <br />load of 300.0lb live and 80.0lb dead located at all mid <br />panels and at all panel points along the Top Chord and <br />Bottom Chord, nonconcurrent with any other live loads. <br />11)This truss is designed for a creep factor of 2.01, which is <br />used to calculate the Vert(CT) deflection per ANSI/TPI 1. <br />The building designer shall verify that this parameter fits <br />with the intended use of this component. <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: 1-4=-128, 5-7=-14 <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031751AB01Roof Special 1 1M39885- TOMS JR Job Reference (optional) <br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Nov 1 2023 Print: 8.630 S Nov 1 2023 MiTek Industries, Inc. Wed Dec 27 09:55:36 Page: 1 <br />ID:?ZU8p6omJFmmlCIeQc9lq8yEBBF-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />December 27,2023 <br />1430 E Edinger Ave <br />3/27/2025