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Job Truss Truss Type Qty Pty <br />R36138888 <br />12889 A02 CAL. HIP 2 1 <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 <br />1 -2-6-0 1 7-2-13 <br />2-6-0 7-2-13 <br />1 9-4-0 9-11-11 14-0-0 <br />2-1-2 0-7-19 4-0-5 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc Wed Mar 27 10:03:22 2013 Page 1 <br />ID:aWQIhHladREMIqyp2U4TlxysDYG-dd[)BdI<M_184YIDqgFHSmAD4SKI01Yly[)DJ21UzWkkZ <br />' 1= M? =2 1 1=7128-0-0 <br />7-2-13 <br />Scale = <br />6,06 - <br />6*6 = <br />3*4 -4.00 [iy 1.5x4 0 4 15 16 <br />5014 rsa r---6 1.54 0 <br />3)06 =11 10 <br />5*8 .0 <br />18-8-0 28-0-0 <br />1:54.7 <br />il O ,, /«1 <br />LO <br />'LE J --lir r CZZ> 9 5 <br />9-4-0 ' 9-4-0 <br />Plate Offsets (X.Y):12:0-2-12,0-1-81,14:0-3-0,0-1-131.16:0-3-0,0-1-131.18:0-2-12.0-1-EL. 110:0-4-0,0-3-01 <br />9-4-0 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL)-0.14 2-11 >999 360 MT20 220/195 <br />TCDL 15.0 Lumber Increase 1.25 BC 0.49 Vert(TL)-0.47 10-11 >704 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.24 Horz(TL)0.12 8 n/a rda <br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 117 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 2-10-4 oc purlins, <br />except <br />2-0-0 oc purlins (4-4-14 max.): 4-6. <br />Rigid ceiling directly applied or 9-3-2 oc bracing, <br />REACTIONS (lb/size) 2=1296/0-5-8 (min. 0-1-8), 8-1296/0-5-8 (min. 0-1-8) <br />Max Hon 2=63(LC 3) <br />Max Uplift 2=-394(LC 3), 8=-394(LC 4) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-12-2541/566, 3-12=-2458/587, 3-13=-2250/534,4-13-2228/539, 4-14-2130/522, <br />5-14-2131/522, 5-15=-2131/522,6-15-2130/522,6-16-2228/539, 7-16=2250/534, <br />7-17=-2458/587, 8-17=-2541/567 <br />BOT CHORD 2-11=-513/2321, 10-11=-520/2423, 8-10=-451/2321 <br />WEBS 3-11=-462/149,4-11=-99/535, 5-11=-438/157, 5-10=-438/157, 6-10=-100/535, <br />7-10=-462/149 <br />NOTES <br />1) Unbalanced roof live loads have been considered for this design. <br />2) Wind: ASCE 7-05; 85mph; TCDL=5.Opst BCDL=3.Opst 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 />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 tall 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) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1 <br />8) 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 />9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. <br />LOAD CASE(S) Standard <br />r - 1-15 <br />7March 27,2013 <br />\21.43 <br />AWARNING ·Verify design parameters and READ NOTES ON THISAND INCLUDED MITEKREPERENCEPAGEM]1-7473 BEFORB USE <br />Design valid for use only with Mfek 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 is responsiblity of bunding designer - not truss designer. Bradng shown <br />Is for lateral support of IndMdual web members only. Additional temporaly bracing to Insure stabmty during construction b the responsibunly of the <br />ereclor. Additional permanent bracing of the overall structure Is the responsibinty of the building designer. For general guidance regarding <br />fabrication. quality control storage. delivery, erection and bracing. consult ANSI/Trll Quallty Crlterto, DSB-89 and BCSI Bunding Component <br />Safety Information available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314. <br />If Southern Plne (SP} tumberlsspecified, the disign valutieri those affective 06/01/2013 by ALSC <br />MiTek <br />7777 Greenback Lane, Suite 109 <br />Citrus Heights, CA, 95610 <br />.