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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 />=2x6 <br />=4x5 <br />=5x10 <br />=4x12 <br />=4x12 <br />=3x4 <br />=3x4 <br />=4x6 <br />=3x4 <br />9 <br />14 <br />15 8 <br />16 7 17 <br />6 <br />1 11 2 <br />3 12 4 13 5 <br />10 <br />0-5-10 <br />4-10 -2 <br />4-4-8 <br />4-4-8 <br />5-4-6 <br />10-2-8 <br />5-10-0 <br />16-0-8 <br />0-3-9 <br />4-7-5 <br />4-3-12 <br />4-3-12 <br />5-7-3 <br />10-2-8 <br />5-10-0 <br />16-0-8 <br />5-6-0 <br />1-2-0 2-1-20-10 <br />-1 <br />1-3-2 <br />1-3-2 <br />0-10 <br />-1 <br />2-1-2 <br />3-4-14 <br />5-6-0 <br />Scale = 1:40.5 <br />Plate Offsets (X, Y):[2:0-4-15,Edge], [3:0-6-6,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 0.65 Vert(LL)-0.12 6-7 >999 360 MT20 220/195 <br />TCDL 14.0 Lumber DOL 1.25 BC 0.58 Vert(CT)-0.18 6-7 >711 240 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.70 Horz(CT)0.01 6 n/a n/a <br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.02 6-7 >999 240 Weight: 82 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* 8-10,5-6:2x6 DF No.2 G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />6-0-0 oc purlins, except end verticals, and <br />2-0-0 oc purlins (6-0-0 max.): 2-8, 3-10, 3-5. <br />Except: <br />10-0-0 oc bracing: 3-10 <br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc <br />bracing. <br />REACTIONS (size)6=0-5-8, 8=0-7-12 <br />Max Horiz 8=172 (LC 9) <br />Max Uplift 6=-69 (LC 9), 8=-162 (LC 8) <br />Max Grav 6=558 (LC 43), 8=1058 (LC 29) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-9=-82/393, 1-2=-697/2101, 2-8=-484/206, <br />2-3=-263/95, 3-10=0/0, 3-4=-977/1236, <br />4-5=-801/286, 5-6=-518/179 <br />BOT CHORD 8-9=-79/108, 7-8=-313/801, 6-7=-39/136 <br />WEBS 1-8=-2054/739, 4-7=-188/191, 4-8=-1111/798, <br />5-7=-307/793 <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) 0-1-13 to 15-9-11 zone; cantilever <br />left and right exposed ; end vertical left and right <br />exposed;C-C for members and forces & MWFRS for <br />reactions shown; Lumber DOL=1.60 plate grip <br />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)All bearings are assumed to be DF No.2 crushing <br />capacity of 625 psi. <br />8)Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 162 lb uplift at <br />joint 8 and 69 lb uplift at joint 6. <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)Graphical purlin representation does not depict the size <br />or the orientation of the purlin along the top and/or <br />bottom chord. <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: 1-2=-68, 3-5=-68, 9-15=-30, 6-15=-14 <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031780AC23Half Hip 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 09:55:49 Page: 1 <br />ID:l1pR_8CYiPO8ERJSRdzbZiyEXGU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />December 27,2023 <br />1430 E Edinger Ave <br />3/27/2025