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Job Truss Truss Type Qty pty I R36138907 <br />12889 BJ7 MONO H]P 2 1 <br />Timco Truss and Fraang Supply, HESPERIA, CA. 92345 <br />Job Reference (optional) <br />7.250 5 May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:42 2013 Page 1 <br />ID:aWQIhHladRE34!qyp2U4TlxysDYG-2TQIqabXJKNBIMWQUpT_RIRNOBjjYL-vqKA5?KzWkkF <br />4-0-0 <br />3-2-4 3-11-11 I 10-0-0 <br />3-2-4 0-9-70-6-5 6-0-0 <br />4.00 Iii 4x10 5 4)(4 | |Scale = 1:26.0 <br />2 7 3 <br />2xs 11 <br />9 IX'W <br />12- <br />1 <br />£1/ <br />53 /0/\9\\ 3 <br />I CEll <br />5 3x5 <br />4*4 - <br />10-0-0 <br />10-00 <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)-0.25 4-5 >472 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.41 Vert(Tl)-0.48 4-5 >241 180 <br />BCLL 0.0.Rep Stress Incr YES WB 0.34 Horz(TL)0.01 4 rda rda <br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 53 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 2X4DFStdG <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.): 2-3. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />1 Brace at Jt(s): 3 <br />REACTIONS (lb/size) 4=437/Mechanical, 5=437/0-5-8 (min. 0-1-8) <br />Max Hon 5=134(LC 4) <br />Max Uplift 4-122(LC 4), 5-77(LC 3) <br />Max Grav 4=543(LC 14), 5=543(LC 11) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 3-4=-424/85,1-5-359/54 <br />BOT CHORD 4-5=-141/310 <br />WEBS 2-5=-437/97, 2-4=-333/128 <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.Opsf; h=25ft; Cat. ll; 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 ps¥ 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 250.0lb 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 fixed 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 />/*OFESS/OA, <br />11 59 /dr <br />17€OF A <br />- March 27,2013 <br />WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE M]!·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 componenl. <br />Appllcabilily of design parameters and proper incorporation of component : responsiblity 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 b the responsibUnty of the <br />erector. Additional permanent bracing of the overaU structure is the responsibinty of the builcfng designer. For general guidance regarding <br />fabrication. quality control storage. deliver, creation and bracing. consult ANSIBPil Quatily Criferto, DSB-89 and BCS; BuOding Component <br />mu:=D=&.r;:%=4::2=:Wei':NNAZ.:2=ma:2:14:of:YS.20dQ'4. <br />MiTek <br />7777 Greenback Lane, SuRe 109 <br />Citrus Heights. CA. 95610