10177791_2102 N. TUSTIN - Plan (2)

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Job Truss Truss Type Qty Pty R36138912 12889 SB01 FLAT 1 1 Timco Truss and Framing Supply, HESPERIA, CA. 92345 Job Reference (optional) 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:44 2013 Page 1 ID:aWQIhHladRB#lqyp;U#TlxysDYG...sYVEGdnry,·QObVWYvndsrqcCvt-BMZCHefC,1CzVAck[) -71-10 1-10-i 12 6,06 - 9 3 6 7 6/6 x4 11 1-10-7 1-10-7 Scale= 1:18.1 4 5x4 =5 LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.72 Vert(LL)-0.00 7 >999 360 MT20 220/195 TCDL 15.0 Lumber Increase 1.25 BC 0.08 Vert(TL)-0.00 7 >999 180 BCLL 0.0 *Rep Stress Incr YES WB 0.75 Hon(TL)0.00 6 n/a n/a BCOL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 15 Ib FT = 20% LUMBER TOP CHORD 2 X 4 DF No.1&Btr G BOT CHORD 2 X 4 DF No.1&Btr G WEBS 2 X 4 DF Std G BRACING TOP CHORD BOT CHORD JOINTS 4-0-0 oc purlins: 1-4, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): 2, 3 REACTIONS (lb/size)7=67/0-3-0 (min. 0-1-13), 6=67/0-3-0 (min. 0-1-13) Max Horz 7=-319(LC 12) Max Uplift 7=-1729(LC 11), 6=-1729(LC 14) Max Grav 7=1692(LC 10), 6=1695(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-7-1686/1735,2-9=-828/834,3-9=-469/474,3-6-328/24 BOT CHORD 6-7-762/768 WEBS 2-6=-1954/1954 NOTES 1) Wind: ASCE 7-05; 85mph; TCOL=5.Opsf; BCDL=3.opst h=25ft; Cat. Il; Exp C; enclosed; MWFRS (low-rise) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * 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 tail by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 7) 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 panel points along the Top Chord, nonconcurrent with any other live loads. 8) This truss has been designed for a total drag load of 600 pif. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 1-10-7 for 600.0 pif. 9) "Pin all pitchbreaks" Member end fixity model was used in the analysis and design of this truss. 10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard c O49'; E -5 17*OFC 27,2013 £WARNING · Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REPERENCE PAGE MII-7473 BEFORE USE Design valid for use only wilh MiTek connectors. This design ts based only upon parameters shown. and Is for an Individual building component. Appticability of design parameters and proper Incorporation of component b responsibility of buodIng designer - riot truss designer. Bradng shown is for lateral support of indMdual web membefs only. Additional temporary bracing to insure stability during construction b the responsibnuty of the erector. Additional permanent bracing of the overall structure is the responsibmty of the buildng designer. For general guidance regarding fabrication. quality control storage, delivery, erection and bracing, consult ANSI/Tril Quamy Criteria. DSB-89 and BCSI Building Component Safely Informallon available from Truss Plate Institute. 781 N. Lee Street, Suite 312 Alexandria. VA 22314. 11 South,rn Pin,(SP) tumber & sperified, thedesign valueiGre thosedective06/01/2013 by ALSC Mil. MiTek 7777 Greenback Lane, Suite 109 Citrus Heights, CA, 95610