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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 />4 <br />12 <br />= 3x4 <br />=1.5x4 <br />=3x4 <br />=4x4 <br />=3x4 <br />=1.5x4 <br />=3x4 <br />71 <br />9 8 <br />62 <br />16 19 <br />53 1817 <br />4 <br />1-0-0 <br />15-9-0 <br />1-0-0 <br />-1-0-0 <br />3-3-2 <br />10-7-10 <br />3-3-2 <br />7-4-8 <br />4-1-6 <br />14-9-0 <br />4-1-6 <br />4-1-6 <br />4-4-8 <br />9-6-12 <br />5-2-4 <br />5-2-4 <br />5-2-4 <br />14-9-0 <br />3- <br />1 <br />- <br />3 <br />0- <br />3 <br />- <br />1 <br />5 <br />2- <br />9 <br />- <br />7 <br />Scale = 1:32.2 <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 0.12 Vert(LL) -0.03 8-9 >999 360 MT20 220/195 <br />TCDL 18.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.13 8-9 >999 240 <br />BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 6 n/a n/a <br />BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.04 8-9 >999 240 Weight: 57 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) 2=0-5-8, 6=0-5-8 <br />Max Horiz 2=-42 (LC 10) <br />Max Uplift 2=-127 (LC 12), 6=-127 (LC 12) <br />Max Grav 2=788 (LC 1), 6=788 (LC 1) <br />FORCES (lb) - Maximum Compression/Maximum <br />Tension <br />TOP CHORD 1-2=0/25, 2-3=-1614/559, 3-4=-1436/506, <br />4-5=-1436/506, 5-6=-1614/559, 6-7=0/25 <br />BOT CHORD 2-9=-469/1509, 8-9=-267/1046, <br />6-8=-467/1509 <br />WEBS 4-9=-118/432, 4-8=-118/432, 5-8=-294/189, <br />3-9=-294/189 <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=24ft; eave=4ft; Cat. II; Exp C; Enclosed; <br />MWFRS (directional) and C-C Exterior(2E) -1-0-9 to <br />1-11-7, Interior (1) 1-11-7 to 7-4-8, Exterior(2R) 7-4-8 to <br />10-4-8, Interior (1) 10-4-8 to 15-9-9 zone; cantilever left <br />and right exposed ; end vertical left and right exposed;C- <br />C for members and forces & MWFRS for reactions <br />shown; Lumber DOL=1.60 plate grip 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) All bearings are assumed to be DF No.1&Btr . <br />7) Provide mechanical connection (by others) of truss to <br />bearing plate capable of withstanding 127 lb uplift at joint <br />2 and 127 lb uplift at joint 6. <br />8) 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 />R87778795 <br />B1 Common 2 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 10:48:23 Page: 1 <br />ID:Qq?6FXYsmmEyeXMyxj4Bm5znWTH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f <br />April 21,2025 <br />1512 N Baker St & Unit # 2-Truss <br />Drawings <br />5/8/2025