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Job Truss Truss Type Qty Pty R36138911 <br />12889 BJ11 MONOTRUSS 3 1 <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:442013 Page 1 <br />ID:aWQIhHladRB4lqyp2U4TlxysDYG-_sYVEEGdnryrQObWvYvnds,ve(;woBXPCHefC,1CzWkkD <br />3-6-0 <br />3-6-0 <br />4.00 R-3*4 51 Scale = 1:25.3 <br />2 <br />2-/«Ff <br />1.5*4 I I <br />1/ <br />0 <br />4 3 <br />3x4 =1.5x4 Il <br />3-6-0 <br />3-6-0 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.40 Vert(LL)-0.00 3-4 >999 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.05 Vert(TL)-0.01 3-4 >999 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.05 Hon(TL)0.00 3 n/a n/a <br />BCOL 5.0 Code I8C2009/TPI2007 (Matrix)Weight: 24 Ib FT = 20% <br />LUMBER <br />TOP CHORD 2 X 4 DF No.1&Btr G <br />BOT CHORD 2 X 4 DF No.1&Btr G <br />WEBS 2 X 4 DF Std G <br />BRACING <br />TOP CHORD <br />BOT CHORD <br />Structural wood sheathing directly applied or 6-0-0 oc purlins, except <br />end verticals. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) 3=144/0-3-8 (min. 0-1-8), 4=144/0-5-8 (min. 0-1-8) <br />Max Hon 4=139(LC 4) <br />Max Uplift 3=-100(LC 4), 4=-56(IC 3) <br />Max Grav 3=380(LC 11), 4=380(LC 9) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-3-364/110, 1-4=-364/59 <br />NOTES <br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCOL=3.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise) gable end zone; <br />cantilever left and right exposed ; end vertical left and right exposed: Lumber DOL=1.33 plate grip DOL=1.33 <br />2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide <br />will fit between the bottom chord and any other members. <br />4) A plate rating reduction of 20% has been applied for the green lumber members. <br />5) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />6) This truss has been designed for a moving concentrated load of 250.0lb live and 50.0lb dead located at all mid panels and at all <br />panel points along the Top Chord, nonconcurrent with any other live loads. <br />LOAD CASE(S) Standard <br />0 6191arch 27.2013 <br />WARNING · Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCB PAGE Mit·7473 BEFORB USE <br />Design valid for use only with Mirek connectors. This design b based only upon parameters shown. and Is for an individual building component. <br />Applicabinly of design parameters and proper incorporation of component b responsibUity of bugding designer- not truss designer. Bradng shown <br />is for lateral support of indMdual web members only. Additional temporaly bracing to insure stabmly during construction b the responsibanty of the <br />erector. Additional permanent bracing of the overal structure Is the responsibmly of the buiking designer. For general guidance regarding <br />fabrication. quality control storage. delively. erection and bracing. consult ANS'/TPil Quatity Criteria. DSB-89 and BCSI Building Component <br />Safety Information available from Truss Plate Institute. 781 N. lee Street. Suite 312. Alexandria, VA 22314. <br />H Southern Pine ISP} tumber i, Wecified. the design value, ire those efrective 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA 95610