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Job Truss Truss Type Qty Pty <br />R36138904 <br />12889 BJ4 MONO HIP 1 1 <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 <br />4-0-0 1 <br />4-0-0 <br />Job Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:40 2013 Page 1 <br />ID:aWQIhHladRB4Iqyp2U#Tlxys[)YG-55I_PuaGnil?v_C8J3n?vog5laWHFfl cMOh?xRzWkkH <br />7-2-4 -11-11 12 13-2-4 0-9-7 <br />4*10 5 Scale= 1:34.0 <br />1.5*4 Il <br />4.00 Iii-2 8 3 <br />EO <br />7 <br />8x10 MT20H & <br />1 <br />U f-R I /1 3 <br />O \M \21 <br />13><51 <br />6 CE| 4 <br />53*4 = <br />1.5*4 | |3*4 zz <br />2-2-12 10-0-0 <br />2-2-12 7-9-4 <br />Plate Offsets (X.Y):11:Edge.0-2-01,12:0-2-4.0-2-01 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)1/den Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL)-0.07 +5 >999 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.22 Vert(TL)-0.14 4-5 >648 180 MT20H 165/146 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.33 Horz(TL)0.00 4 rda n/a <br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 60 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 *Except* <br />1-6:2X4DF No.1&Btr G <br />BRACING <br />TOP CHORD <br />BOT CHORD <br />JOINTS <br />Structural wood sheathing directly applied or 2-2-0 oc purlins, except <br />end verticals, and 4-0-0 oc purlins (6-0-0 max.): 2-3. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />1 Brace at Jt(s): 3 <br />REACTIONS (lb/size) 4=318/Mechanical, 5=556/0-5-8 (min. 0-1-8) <br />Max Horz 5=188(LC 4) <br />Max Uplift 4=-120(LC 4), 5=-168(LC 3) <br />Max Grav 4=476(LC 14), 5=691(LC 11) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-7=-37/292,3-4=-298/73 <br />WEBS 2-5=-366/103, 2-4-385/153, 1-5=-447/167 <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) All plates are MT20 plates unless otherwise indicated. <br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />6) * 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 />7) A plate rating reduction of 20% has been applied for the green lumber members. <br />8) Refer to girder(s) for truss to truss connections. <br />9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />10) 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 />11) "Semhrigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. <br />12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. <br />LOAD CASE(S) SUindard <br />r <br />27,2013 <br />WARNING · Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH-7473 BEFORE USE, <br />Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and Is for an individual building component. <br />Applicabmly of design parameters and proper incorporation of component is responsibuity of building designer - not truss designer. Bradng shown <br />is for lateral support of IndMdual web members only. Additional temporary bracing to insure stability during construction is the responsibDuly of the <br />erector. Additional permanent bracing of the overall structure is the responsibiBly of the building designer. For general guidance regarding <br />fabrication. quality control storage. delively. erection and bracing. consult ANSI/TP11 Quatity Criteric. DSB-89 and SCSI Building Component <br />Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria. VA 22314. <br />If Southern Pint (SP} lumbe r is specified, the design values gre those eflactive 06/01/2013 by AUC <br />MiTek <br />7777 Greerback Lane. Suite 109 <br />Citrus Heights, CA, 95610