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 />4 <br />12 <br />=3x8 <br />=1.5x4 <br />= 3x6 =3x6 <br />=5x6 <br />=3x6 <br />=1.5x4 <br />=3x8 <br />6 <br />9 8 7 <br />51 <br />19 <br />16 <br />2 4 <br />17 18 <br />3 <br />1-0-0 <br />27-11-4 <br />6-3-15 <br />13-5-10 <br />6-3-15 <br />19-9-9 <br />7-1-11 <br />7-1-11 <br />7-1-11 <br />26-11-4 <br />8-5-4 <br />17-8-4 <br />9-3-0 <br />9-3-0 <br />9-3-0 <br />26-11-4 <br />5- <br />1 <br />- <br />9 <br />0- <br />3 <br />- <br />1 <br />5 <br />4- <br />9 <br />- <br />1 <br />3 <br />Scale = 1:50.1 <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 0.43 Vert(LL) -0.13 9-12 >999 360 MT20 220/195 <br />TCDL 18.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.62 9-12 >520 240 <br />BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(CT) 0.13 5 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.14 9-12 >999 240 Weight: 101 lb FT = 20% <br />LUMBER <br />TOP CHORD 2X4 DF No.1&Btr G <br />BOT CHORD 2X4 DF No.1&Btr G <br />WEBS 2X4 DF Std G <br />BRACING <br />TOP CHORD Structural wood sheathing directly applied. <br />BOT CHORD Rigid ceiling directly applied. <br />REACTIONS (size) 1= Mechanical, 5=0-5-8 <br />Max Horiz 1=-76 (LC 10) <br />Max Uplift 1=-147 (LC 12), 5=-195 (LC 12) <br />Max Grav 1=1291 (LC 1), 5=1374 (LC 1) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=-3140/750, 2-3=-2757/676, <br />3-4=-2749/667, 4-5=-3129/745, 5-6=0/25 <br />BOT CHORD 1-9=-607/2941, 7-9=-336/1950, <br />5-7=-614/2929 <br />WEBS 3-7=-134/865, 4-7=-601/272, 3-9=-139/875, <br />2-9=-607/274 <br />NOTES <br />1) Unbalanced roof live loads have been considered for <br />this design. <br />2) Wind: ASCE 7-16; Vult=130mph (3-second gust) <br />Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; <br />B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; <br />MWFRS (directional) and C-C Exterior(2E) 0-0-0 to <br />3-0-0, Interior (1) 3-0-0 to 13-5-10, Exterior(2R) 13-5-10 <br />to 16-5-10, Interior (1) 16-5-10 to 27-11-13 zone; <br />cantilever left and right exposed ; end vertical left and <br />right exposed;C-C for members and forces & MWFRS <br />for reactions shown; Lumber DOL=1.60 plate grip <br />DOL=1.60 <br />3) This truss has been designed for a 10.0 psf bottom <br />chord live load nonconcurrent with any other live loads. <br />4) * 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 />5) A plate rating reduction of 20% has been applied for the <br />green lumber members. <br />6) Bearings are assumed to be: , Joint 5 DF No.1&Btr . <br />7) Refer to girder(s) for truss to truss connections. <br />8) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 147 lb uplift at joint <br />1 and 195 lb uplift at joint 5. <br />9) This truss design requires that a minimum of 7/16" <br />structural wood sheathing be applied directly to the top <br />chord and 1/2" gypsum sheetrock be applied directly to <br />the bottom chord. <br />LOAD CASE(S) Standard <br />Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU <br />R87778791 <br />A3 Common 3 1250065-A Job Reference (optional) <br />World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1 <br />ID:QN3yN9yBmCW7jmzUxsh98GznWSl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />April 21,2025 <br />1512 N Baker St & Unit # 2-Truss <br />Drawings <br />5/8/2025