Laserfiche WebLink
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 />=3x4 <br />=4x6 <br />=5x6 <br />=2x4 <br />=5x10 <br />=3x4 <br />=7x8 <br />=3x4 <br />=3x6 <br />=3x10 <br />=3x4 <br />20 <br />11 <br />17 <br />10 <br />18 9 19 8 <br />7 <br />1 12 2 <br />616155144133 <br />3-9-3 <br />9-3-3 <br />5-6-0 <br />5-6-0 <br />5-10-7 <br />15 -1-11 <br />6-8-13 <br />21-10-8 <br />0-1-12 <br />5-7-12 <br />3-7-7 <br />9-3-3 <br />5-6-0 <br />5-6-0 <br />5-10-7 <br />15 -1-11 <br />6-8-13 <br />21-10-8 <br />2-10 <br />-10 <br />1-2-0 2-6-91-7-4 <br />1-3-6 <br />1-3-6 <br />1-7-4 <br />2-10 <br />-10 <br />Scale = 1:43.1 <br />Plate Offsets (X, Y):[2:0-7-4,0-2-12], [7:Edge,0-1-8] <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 0.90 Vert(LL)-0.21 7-8 >917 360 MT20 220/195 <br />TCDL 14.0 Lumber DOL 1.25 BC 0.71 Vert(CT)-0.31 7-8 >616 240 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.78 Horz(CT)-0.01 7 n/a n/a <br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MSH Wind(LL)0.03 8-9 >999 240 Weight: 107 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 />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />3-4-13 oc purlins, except end verticals. <br />BOT CHORD Rigid ceiling directly applied or 3-9-0 oc <br />bracing. <br />WEBS 1 Row at midpt 1-10 <br />REACTIONS (size)7=0-5-8, 10=0-5-8 <br />Max Horiz 10=73 (LC 13) <br />Max Uplift 7=-45 (LC 13), 10=-46 (LC 8) <br />Max Grav 7=737 (LC 35), 10=1440 (LC 1) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-11=-73/392, 1-2=-826/2654, <br />2-10=-1060/378, 2-3=-226/41, 3-4=-57/136, <br />4-5=-739/373, 5-6=-1195/226, 6-7=-693/178 <br />BOT CHORD 10-11=-81/152, 8-10=-2629/1188, <br />7-8=-35/113 <br />WEBS 4-9=-346/199, 5-9=-709/261, 5-8=-292/118, <br />6-8=-187/1182, 2-4=-837/257, <br />2-9=-902/2331, 1-10=-2604/881 <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 21-8-12 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 46 lb uplift at joint <br />10 and 45 lb uplift at joint 7. <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)Hanger(s) or other connection device(s) shall be <br />provided sufficient to support concentrated load(s) 197 <br />lb down and 51 lb up at 9-2-4 on top chord. The <br />design/selection of such connection device(s) is the <br />responsibility of others. <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, 3-16=-68, 6-16=-116, 10-11=-30, <br />7-10=-14 <br />Concentrated Loads (lb) <br />Vert: 4=-186 <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031756AB05ARoof 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 09:55:38 Page: 1 <br />ID:ZyHiQVLx2cwCJ85GiPcinPyEp?B-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />December 27,2023 <br />1430 E Edinger Ave <br />3/27/2025