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Job Truss Truss Type Qty Pty R36138901 <br />12889 BJ1 MONO HIP 3 1 <br />IJob Reference (optional) <br />Timco Truss and Framing Supply, HESPERIA, CA. 92345 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:392013 Page 1 <br />ID:aWQIhH1 adRB4lqyp2U4TlxysDYG<jutcBZZeOPE)8HqexIMGmMp70fB8KW33T-7MxRP?zWkkl <br />1-11-11 5-7-2 10-0-0 <br />0-7-11 ¥7.7 4-4-14 <br />4.00 [W exe=Scale = 1:22.21.5*4 Il <br />4 <br />4,6 =3*5 5 13€1 <br />10 <br />23/ 1 <br />XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX><XXXXXXXXX>000 <br />7 <br />2*4 11 5x8: <br />5 <br />3x8 - <br />1-4-0 Z 10-0-0 I <br />1-4-0 8-80 <br />Plate Offsets (X,Y):12:0-3-0,0-1-131 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.55 Vert(LL)rda -rda 999 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.33 Vert(TL)n/a -n/a 999 <br />BCLL 0.0.Rep Stress Incr YES WB 0.96 Horz(TL)0.01 5 n/a n/a <br />BCDL 5.0 Code IBC2009fTPI2007 (Matrix)Weight 56 Ib FT=20% <br />LUMBER BRACING <br />TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except <br />BOT CHORD 2 X 4 DF No.1&Btr G end verticals, and 4-0-0 oc purlins (5-9-3 max.): 2-4. <br />WEBS 2 X 4 DF Std G BOT CHORD Rigid ceiling directly applied or 5-7-11 oc bracing. <br />JOINTS 1 Brace at Jt(s): 4 <br />REACTIONS (lb/size) 5=365/10-0-0 (min. 0-1-8), 7-77/10-0-0 (min. 0-1-8), 6=586/10-0-0 (min. 0-1-·8) <br />Max Hon 7=108(LC 14) <br />Max Uplift 5=-1041(LC 14), 7=-964(LC 26), 6=-236(LC 13) QUALIFIED BUILDING DESIGNER OR PROJECT ENGINEER SHALL REVIEW THE INPUT <br />Max Grav 5=1298(LC 26), 7=871(LC 14), 6=740(LC 10)LENGTH AND PLACEMENT OF CONNECTION TO TRANSFER LATERAL FORCES TO THE <br />SUPPORTING STRUCTURE AS STATED IN THE DRAG LOAD NOTE BELOW. <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 1-8=-332/340, 2-9=490/514, 3-9-1315/1336, 3-10-1301/1308,4-10-503/505, <br />4-5=-363/43, 1-7=-908/903 <br />BOT CHORD 6-7=-438/426, 5-6=-1405/1549 <br />WEBS 2-6=-389/75, 3-6=-1978/1739, 3-5=-1947/1741, 1-6=-885/882 <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) Gable requires continuous bottom chord bearing. <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) 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 250.0lb 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) This truss has been designed for a total drag load of 3000 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist <br />drag loads along bottom chord from 0-0-0 to 10-0-0 for 300.0 pif. <br />11) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. <br />12) Design assumes 4x2 (flat orientation) purlinh at oc spacing indicated, fastened to truss TC w/ 2-10d nails. <br />LOAD CASE(S) Standard <br />/*OFESS/OA, <br />f / 2? /47 <br />C 04431 <br />O AL <br />March 27,2013 <br />*EER <br />WARNING · Verify design pa,emeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII·7473 BEFORB USE, <br />Design valid for use only with MiTek connectors. This design b based only upon parameters shown. and is for an Individual building component. <br />Applicabmly of design parameters and proper incorporation of componenl b responsibmly of bunding designer - not truss designer. Bradng shown <br />is for lateral support of tndMdual web members only. Additional temporary bracing to Insure stabmly during cons#uction b the responsibnnly of the <br />erector. Additional permanent bracing of the overan structure is the responsibinty of the building designer. Forgeneral guidance regarding ' <br />fabrication. quality control. storage. delivery. erection and bracing. consult ANSI/TP,1 Quamy C,Ilerla. DSB-89 and BCSI Building Component <br />Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312 Alexandria, VA 22314. <br />If Southern Pin, ISP} turnber b specified, the de,ign vatues are those dective 06/01/2013 by AUC <br />MiTek <br />7777 Greenback Lane, SuRe 109 <br />Citrus Heights, CA, 95610