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 />0.18 12 <br />=7x10 <br />=4x5 <br />=1.5x4 <br />=10x16 <br />=3x6 <br />157 65 8 <br />12 <br />13 <br />11 10 <br />21413 4 <br />9 <br />0-3-11 <br />2-9-8 <br />0-5-10 <br />2-5-13 <br />2-0-3 <br />2-0-3 <br />0-4-1 <br />2-5-13 <br />0-1-13 <br />2-0-3 <br />0-1-9 <br />2-1-12 <br />0-9-8 <br />0-9-8 <br />1-0-15 <br />1-10-7 <br />5-6-0 <br />0-8-4 <br />5-0-8 <br />0-4-9 <br />0-8-10 <br />1-5-14 <br />0-4-9 <br />1-10 <br />-7 <br />3-7-9 <br />5-6-0 <br />0-5-8 <br />0-5-8 <br />0-3-12 <br />0-9-4 <br />Scale = 1:53.6 <br />Plate Offsets (X, Y):[1:0-3-0,0-3-8], [2:0-8-0,0-3-0] <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 0.44 Vert(LL)0.00 6-7 >999 360 MT20 220/195 <br />TCDL 14.0 Lumber DOL 1.25 BC 0.11 Vert(CT)0.00 6-7 >999 240 <br />BCLL 0.0 *Rep Stress Incr NO WB 0.13 Horz(CT)0.00 12 n/a n/a <br />BCDL 7.0 Code IBC2021/TPI2014 Matrix-MP Wind(LL)0.00 5 >999 240 Weight: 23 lb FT = 20% <br />LUMBER <br />TOP CHORD 2x4 DF 1800F 1.6E G or 2x4 DF No.1&Btr G <br />*Except* 3-4:2x4 DF No.2 G <br />BOT CHORD 2x4 DF No.2 G *Except* 2-6:2x4 DF No.2 G <br />or 2x4 DF Std G or 2x4 DF Stud G <br />WEBS 2x4 DF No.2 G or 2x4 DF Std G or 2x4 DF <br />Stud G *Except* 7-1:2x4 DF No.2 G, 8-9:2x6 <br />DF No.2 G <br />OTHERS 2x10 DF No.2 G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied or <br />2-9-8 oc purlins, except end verticals. <br />BOT CHORD Rigid ceiling directly applied or 6-0-0 oc <br />bracing. <br />REACTIONS (size)12=0-7-12, 13=0-7-12 <br />Max Horiz 13=-145 (LC 8) <br />Max Uplift 12=-197 (LC 9), 13=-195 (LC 8) <br />Max Grav 12=439 (LC 31), 13=278 (LC 29) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 7-11=-189/296, 1-11=-189/296, <br />1-2=-197/189, 3-4=-1/0, 6-10=-107/397, <br />10-12=-315/290, 8-12=-170/177, <br />2-10=-413/67, 2-3=-37/30, 3-9=0/0 <br />BOT CHORD 6-7=-416/428, 5-6=0/0 <br />WEBS 7-10=-420/419, 1-13=-402/320 <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) 0-11-5 to 2-9-8 zone; cantilever left <br />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)Bearings are assumed to be: Joint 13 DF No.2 crushing <br />capacity of 625 psi, Joint 12 DF No.2 crushing capacity <br />of 625 psi. <br />8)Bearing at joint(s) 12, 13 considers parallel to grain <br />value 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 197 lb uplift at <br />joint 12 and 195 lb uplift at joint 13. <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: 1-2=-68, 3-4=-68, 5-7=-30 <br />Job Truss Truss Type Qty Ply M39558- TOMS JR SANTA ANA <br />R80031789AD09Roof 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 09:55:52 Page: 1 <br />ID:i38JTYVfQZd1t7n1bQSd?SyEWjE-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />December 27,2023 <br />1430 E Edinger Ave <br />3/27/2025