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Job Truss Truss Type Qty Pty <br />R36138902 <br />12889 812 MONO HIP 1 1 <br />Tinlco Truss and Framing Supply, HESPERIA, CA. 92345 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:39 2013 Page 1 <br />ID:aWQIhHladREMIqyp2U4TlxysDYG-·dulcE;ZZe0PD8HqexIMGmMp7w9BAAWFAT7MxRP?zVVIckl <br />4-0-0 <br />3-2-4 3-11-11 n 10-0-0 I <br />3-2-4 0-9-7045 6-0-0 <br />4.00 [E 4*10 S 4x4 | |Scale = 1:26.0 <br />FIj 8 3IXI[5€ <br />7 12 <br />3x4 S <br />\ <br />3 <br />15 1 // li i <br />i <br />0 .af I -tr-01 <br />6 4 <br />1.5*4 Il 5 3x4 <br />3x4 <br />2-2-12 I 10-0-0 <br />2-2-12 7-9-4 <br />Plate Offsets (X,Y):13:Edge,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)-0.07 4-5 >999 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.21 Vert(TI)-0.13 4-5 >691 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.14 Horz(TL)0.00 4 n/a n/a <br />BCOL 5.0 Code IBC2009/TPI2007 (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 />WEBS 2 X 4 DF Std G <br />BRACING <br />TOP CHORD <br />BOT CHORD <br />JOINTS <br />Strudural wood sheathing directly applied or 6-0-0 oc purtins, except <br />end verticals, and 4-0-0 oc purlins (6-0-0 max.): 2-3. <br />Rigid ceiling directly applied or 6-0-0 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 Hon 5=134(LC 4) <br />Max Uplift 4=-110(LC 4), 5=-146(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 3-4=423/86 <br />WEBS 2-5-476/119,1-5--332/86 <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. 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 psf 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) Refer to girder(s) for truss to truss connections. <br />8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />9) 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 />10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. <br />11) Design assumes 4*2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. <br />LOAD CASE(S) Standard /98*as. r//ID\%3##(2 <5\%\\ <br />C 04843(3 Imll30 <br />* E - -15 * <br />GOF \9 <br />arch 27,2013 <br />4WARNING · Verify designparcmeters and READ NOTES ON THISAND INCLUDED ETEK REPERENCE PAGEM]1-7473 BEFORB USE. <br />Design valid for use only with MiTek connectors. This design ts based only upon parameters shown, and Is for an Individual building component. <br />Applicabmly of design parameters and proper incorporation of component is responsibDity of buading designer - nol truss designer. Bradng shown <br />is for lateral support of IndMdual web membersonly. Additional temporary bracing to insure stability during construction Is the responsibiNHy of the <br />erector. Additional permanent bracing of the overa U strudure is the responsibilly ol the building designer. For general guidance regarding <br />fabrication. quality control storage. delivery, erection and bracing consult ANSI/TP11 Quamy Crtelia. DSB-89 and SCSI Building Componen! <br />Safety Infomnation available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Alexandria. VA 22314. <br />If Southern Pine (SP} tumber i, specified. ths disign values *re those *Mective 06/01/2013 b rALSC <br />MiTek <br />7777 Greenback Lane, Sune 109 <br />Citrus Heights, CA, 95610