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Job Truss Truss Type Qty Pty R36138910 <br />12889 BJ10 MONO TRUSS 31 1 <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 <br />5-64 <br />5-6-4 <br />Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:43 2013 Page 1 <br />ID:aWQIhHladR841qyp2l)4TlxysDYG-Wg_71wc94ejZmRxi_CIO)(fleWoVGS0e22_v·TYrnzWkkE <br />10-0-0 <br />4-5-12 + <br />3x4 ||Scale= 1:36.9 <br />3 <br />4.00 [fi <br />3x4 cs <br />2 -* <br />6 <br />5,6 11 <br />3 *5 <br />=23'h[:b <br />1 i <br />5 3x8 = 4 <br />3,<6 - <br />10-0-0 1 <br />10-0-0 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.81 Vert(LL)-0.16 4-5 >749 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.33 Vert(TL)-0.29 4-5 >397 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.28 Hon(TL)0.01 4 n/a n/a <br />BCDL 5.0 Code IBC2009/TP12007 (Matrix)Weight: 56 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 />WEEBS 2 X 4 DF Std G *Except* <br />1-5: 2*4DF No.1&Btr 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) 4=437/0-3-8 (min. 0-1-8), 5=437/0-5-8 (min. 0-1-8) <br />Max Hon 5=227(LC 4) <br />Max Uplift 4=-130(LC 5), 5=-91(LC 3) <br />Max Grav 4=543(LC 12), 5=543(LC 9) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 3-4=369/45,1-5=-425/92 <br />BOT CHORD 4-5=-140/294 <br />WEBS 2-4=-405/160,2-5=-306/64 <br />NOTES <br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opst BCDL=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 beer 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.Olb 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 />4 3 <br />- 1-15 <br />0 AL <br />March 27.2013 <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCB PAGEMII·7473 BEFORE USE. <br />Design valid for use only with M]Tek connectors. This design is based only upon parameters shown, and is for an individual building component. <br />Applicabinly of design parameters and proper incorporation of component s responsibmly of bunding designer- not truss designer. Bracing shown <br />is for lateral support of IndMdual web members only. Additional temporaty bracing to insure stabinty during construction b the responsibnnly of the <br />erector. Additional permanent bracIng of the overall structure ls theresponsibilly of the building designer. For general guidance regarding <br />fabrication, quality control storage, delivery, erection and bracing. consult ANSI/TP11 Quality Crile,la, DSB-89 and SCSI Building Component <br />Safely Information available from Truss Plate Institute. 781 N. Lee Street. Suite 31 2 Alexandria, VA 22314. <br />Il Southern Pine ISP} tumber b *periflid. the de,ign values Gre those effective 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610