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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 />0.18 12 <br />=1.5x4 <br />=M18AHS 5x12 <br />=3x4 <br />=4x12 <br />4 <br />10 <br />36 <br />7 5 <br />8 <br />1 9 2 <br />3-0-1 <br />0-0-6 <br />3-0-1 <br />0-5-10 <br />0-5-10 <br />0-9-2 <br />2-11-11 <br />1-8-15 <br />2-2-9 <br />1-2-14 0-5-2 <br />0-5-10 <br />0-9-4 <br />Scale = 1:29.1 <br />Plate Offsets (X, Y):[1:0-3-4,0-3-8], [2:0-5-0,0-2-8] <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 0.39 Vert(LL)-0.01 3-4 >999 360 MT20 220/195 <br />TCDL 14.0 Lumber DOL 1.25 BC 0.18 Vert(CT)-0.01 3-4 >999 240 M18AHS 169/162 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.03 Horz(CT)0.00 8 n/a n/a <br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MP Wind(LL)0.00 3-4 >999 240 Weight: 11 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 <br />OTHERS 2x6 DF No.2 G *Except* 5-2:2x10 DF No.2 G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />3-0-1 oc purlins, except end verticals. <br />BOT CHORD Rigid ceiling directly applied or 10-0-0 oc <br />bracing. <br />REACTIONS (lb/size)6=75/0-3-8, 8=67/0-7-0 <br />Max Horiz 6=-22 (LC 10) <br />Max Uplift 6=-1 (LC 12), 8=-5 (LC 8) <br />Max Grav 6=348 (LC 25), 8=322 (LC 27) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 <br />(lb) or less except when shown. <br />TOP CHORD 4-6=-1/396, 1-6=-1/396, 3-8=-37/341, <br />2-8=-37/341 <br />WEBS 1-6=-671/97, 2-8=-584/111 <br />NOTES <br />1)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 />2)Provide adequate drainage to prevent water ponding. <br />3)All plates are MT20 plates unless otherwise indicated. <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)Bearing at joint(s) 6, 8 considers parallel to grain value <br />using ANSI/TPI 1 angle to grain formula. Building <br />designer should verify capacity of bearing surface. <br />8)Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 1 lb uplift at joint 6 <br />and 5 lb uplift at joint 8. <br />9)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 />10)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: 1-2=-68, 3-4=-30 <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031781AD01Roof Special 1 1M39885- TOMS JR Job Reference (optional) <br />Builders FirstSource (Perris, CA), Perris, CA - 92570,Run: 8.63 S Mar 9 2023 Print: 8.630 S Mar 9 2023 MiTek Industries, Inc. Wed Dec 27 13:34:11 Page: 1 <br />ID:8babhgmyTkRQVcoyfMFXUiyEXBu-CFQX?vbpSnoqr?0dplxOMtJOq19OyefB30czagy4kUw <br />December 27,2023 <br />1430 E Edinger Ave <br />3/27/2025