10177791_2102 N. TUSTIN - Plan (2)

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Job Truss Truss Type Qty Pty R36138909 12889 1319 MONO HIP 2 1 Timco Truss and Framing Suppty, HESPERIA, CA. 92345 7-2-4 7-2-4 Job Reference (optional) 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:43 2013 Page 1 ID:aWQIhHladRB4lqyp2U,ITIxysDYG-Wg_71wc94ejZrnRxi-CKixticToU0Sou22_vfYmzwkkE r-11-111 1222 10-9-7 4x10 5 Scale = 1:34.0 1.5x4 I I 4.00 Ri »49 7 3 6 5,£ 11 -.5.lili...11 6/3 3 § 22]/ 5 3)£ ' 8 9 4 3,6 = 10-0-0 1 10-0-0 Plate Offsets (X,Y):12:0-2-4,0-2-01 LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Vert(LL)-0.25 4-5 >468 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.41 Vert(TL)..0.49 4-5 >239 180 BCLL 0.0 *Rep Stress Incr YES WB 0.26 Hon(TL)0.00 4 n/a rda BCDL 5.0 Code IBC2009fTPI2007 (Matrix)Weight: 57 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 *Except* 1-5: 2X4DF No.1&Btr G BRACING TOP CHORD Structural wood sheathing directly applied or 1 -7-8 oc purlins, except end verticals, and 4-0-0 oc purlins (6-0-0 max.) 2-3. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 2-5 JOINTS 1 Brace at Jt(s): 3 REACTIONS (Ib/size) 4=494/Mechanical, 5=465/0-5-8 (min. 0-1-8) Max Horz 5=188(LC 4) Max Uplift 4=-119(LC 4), 5=-94(LC 3) Max Grav 4=543(LC 14), 5=543(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4-301/70,1-5-467/131 WEBS 2-4=-460/164 NOTES 1) Unbalanced roof live loads have been considered for this design. 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; cantilever left and right exposed : end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psY bottom chord live load nonconcurrent with any other live loads. 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 Will fit between the bottom chord and any other members, with BCDL = 5.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 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 panel points along the Top Chord, nonconcurrent with any other live loads. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Design assumes 4*2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. LOAD CASE(S) Standard €OFC March 27,2013 £LWARNING · Verify design paremeters and READ NOTES ON THISAND INCLUDED MITEK REPERENCE PAGE M11.7473 BEFORB USE Design valid for use only with Mirek connectors. This design is based only upon parameters shown, and is for an Individual building component. Applicabmty of design parameters and proper incorporation of component b responsibuity of buading deigner - not truss designer. Bradng shown is for lateral support of individual web members only. Additional temporary bracing to insure stabinly during construction b the responsibUlly of the erector. Additional permanent bracing of the overall structure is the responsibmly of the building designer. For general guidance regarding fabrication. qualily control storage. delively. creation and bracing, consult ANSI/TPI 1 Quatily Critefla, DSE-89 and BCS! Build Ing Component Safety Information available from Truss Plate Institute. 781 N. Lee S treet. Suite 31 2 Alexandria, VA 22314. If Southern Pin,(SP} tumber & specified, the design values Gre the, m eflactive 06/01/2013 by ALS<C MiTek* 7777 Greenback Lane, Suite 109 Citrus Heights. CA, 95610