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Job Truss Truss Type Qty Pty <br />R36138908 <br />12889 BJ8 MONO HIP 2 1 <br />IJob Reference (optional) <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 7.250 s May 11 2011 MiTek Industries, Inc. Vkd Mar 27 10:03:42 2013 Page 1 <br />ID:aWC]lhHladR84lqyp2l.I4TlxysDYG-2TQIqabXJKbj8IMWQUPT_RIRHOBbjX1vqKA5?KzWkkF <br />3-2-4 5-11-11 10-0-0 1I o-22 1 1-11-11 4-0-53-2-4 <br />4.00 3 Scale=1:27.5 <br />4xl 0 i -//3 4x4 11 <br />4 <br />7 <br />2)(4 1| - <br />2 //93//[52]- 8 3 <br />1 <br />liB <br />4.// -ill i <br />- CZY <br />6 M: <br />4x4 == <br />1 10-0-0 1 <br />10-0-0 <br />Plate Offsets (X.Y)14:Edae.0-3-81 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)uden Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL)-0.25 5-6 >472 360 MT20 220/195 <br />TCOL 20.0 Lumber Increase 1.25 BC 0.42 Vert(TL)-0.49 5-6 >240 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.43 Hon(TL)0.01 5 n/a n/a <br />BCDL 5.0 Code I8C2009/TPI2007 (Matrix-M)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 />WEBS 2 X 4 DF Std G <br />BRACING <br />TOP CHORD <br />BOT CHORD <br />JOINTS <br />Structural wood sheathing directly applied or 6-0-0 oc purlins, except <br />end verticals, and 4-0-0 oc purlins (6-0,0 max.) 2-4. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />1 Brace at Jt(s): 4 <br />REACTIONS (lb/size) 6=488/0-5-8 (min. 0-1-8), 5=483/Mechanical <br />Max Horz 6=166(LC 4) <br />Max Upiift 6-104(LC 6), 5-171(LC 4) <br />Max Grav 6=594(LC 11), 5=589(LC 14) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 4-5=-428/91, 1-6=-321/28 <br />BOT CHORD 5-6=-217/380 <br />WEBS 2-6=-555/199,2-5=-413/216 <br />NOTES <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCDL=3.Opst h=25ft; Cat. 11; 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 />3) Provide adequate drainage to prevent water ponding. <br />4) This truss has been designed for a 10.0 psY bottom chord live load nonconcurrent with any other live loads. <br />5) * 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 tail by 2-0-0 wide <br />will fit between the bottom chord and any other members. <br />6) A plate rating reduction of 20% has been applied for the green lumber members. <br />7) Refer to girder(s) for truss to truss connections. <br />8) This truss is designed in accordance with the 2009 Intemationat Building Code section 2306.1 and referenced standard ANSIFTPI 1. <br />9) 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 />10) "Semi-rigid pitchbreaks with nxed heels" Member end fixity model was used in the analysis and design of this truss. <br />11) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. <br />LOAD CASE(S) Standard <br />/hP4FS.Tip s <br />#*4t <br />1/2/11051 996133 <br /> *\,*531-78 <br />C <br />:h 27,2013 <br />AWARNING · Verin, design parconeters and READ NOTES ON THISAND INCLUDED MITEK REPERENCE PAGEMII-7473 BEFORB USS. <br />Design valid for use only with MiTek connectors. This design ts based only upon parameters shown, and Is foran Individual building component. <br />Applicability of design parameters and proper incorporation of component b respons[bmly of buoding designer- not truss designer. Bradng shown <br />is for lateral support of indMdual web members only. Additional temporary bracing to insure stabinty during construction is the responsibnnty of the <br />erector. Additional permanent bracing of the overal structure is the responsibmly of the building designer. For general guidance regarding <br />fabrication. quality control storage, delively. creation and bracing, consult ANSI/TP11 Quatity Crile,lo. DSB-89 and SCSI Building Component <br />Safely Informallon available from Truss Plate Institute. 781 N. lee Street. Suite 312. Alexandria. VA 22314. <br />If Southern Pine ISP} turnber is ipecified. the disign value, are those dective 06/01/2013 tby ALSC <br />MiTek* <br />7777 Greenback Lane. Suite 109 <br />Citrus Heights. CA, 95610