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Job Truss Truss Type Qty Ply 1 R36138905 <br />12889 8 J5 MONOTRUSS 20 1 <br />Tirnco Truss and Framing Supply, HESPERIA, CA. 92345 <br />5-6-4 <br />5-6-4 <br />IJob Reference (optional) <br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:41 2013 Page 1 <br />ID:aWQIhHladRB41qyp2U4TlxysDYG-ZHsMEEbvY1TsXBnl<tnIEREDLy_8_7glbgQYTtzWkkG <br />10-0-0 1 <br />4-5-12 <br />4.00 [fy <br />8 <br />Scale=1:37.2 <br />1.5x4 I I <br />3x4 5 <br />2 <br />7 <br />3x4 S <br />31 <br />0 \61/lAi <br />I-I <br />6 <br />1.5x4 Il <br />5 4 <br />3x4 -3x4 - <br />2-2-12 10-0-0 <br />2-2-12 7-9-4 <br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)udefi Ud PLATES GRIP <br />TCLL 20.0 Plates Increase 1.25 TC 0.62 Vert(LL)-0.08 4-5 >999 360 MT20 220/195 <br />TCDL 20.0 Lumber Increase 1.25 BC 0.25 Vert(TL)-0.17 4-5 >552 180 <br />BCLL 0.0 *Rep Stress Incr YES WB 0.24 Horz(TL)0.00 4 rda n/a <br />BCOL 5.0 •Code IBC2009/TPI2007 (Matrix)Weight: 59 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 6-0,0 oc purlins, except <br />end verticals. <br />Rigid ceiling directly applied or 10-0-0 oc bracing. <br />REACTIONS (lb/size) 4=318/Mechanical, 5-556/0-5-8 (min. 0-1-8) <br />Max Hon 5=227(LC 4) <br />Max Uplift 4=-125(LC 4), 5=-163(LC 3) <br />Max Grav 4=476(LC 12), 5=691(LC 9) <br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. <br />TOP CHORD 2-7=-50/274,3-4=-359/42 <br />WEBS 2-5=434/147, 2-4=-299/140,1-5=-366/105 <br />NOTES <br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; 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 />2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. <br />3) * 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 />4) A plate rating reduction of 20% has been applied for the green lumber members. <br />5) Refer to girder(s) for truss to truss connections. <br />6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. <br />7) 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 />8) "Fix heels only" Member end fixity model was used in the analysis and design of this truss. <br />LOAD CASECS) Standard /;koFESS/O <br />1/LU I <br />7-March 27,201 <br />WARNING · Verifg design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFBRENCE PAGE 111·7473 BEFORE USE <br />Design valid for use only with MiTek connectors. This design is based only upon parametels shown, and Is for an individual building component. <br />Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bradng shown <br />is for lateral support of indMdual web memben only. Additional temporary bracing to insure stability during construction is the responsibmly of the <br />erector. Additional pennanerll bracing of the overan structure is the responsibinly of the building designer. For general guidance regarding <br />fabrication. quality control storage. delvery. erection and bracing. consult ANSI/TP11 Quamy Criteria, DSB-89 and BCSI BuUdIng Component <br />Safely Infolmation available from Truss Plate Institute. 781 N. lee Streel. Suite 312. Alexandria. VA 22314. <br />If Southarn Pine ISP} tumbei lsipe€ ified. th, disign values gre those eflartive 06/01/2013 byALSC <br />MiTek <br />7777 Greenback Lane. Suite 109 <br />Citrus Heights, CA, 95610