10177791_2102 N. TUSTIN - Plan (2)

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Job Truss Truss Type Qty Pty R36138903 12889 8.13 MONO HIP 1 1 Timco Truss and Framing Supply, HESPERIA, CA. 92345 3-2-4 $ 3-2-4 4-0-0 0-9-12 Job Reference (optional) 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:40 2013 Page 1 ID:aWQIhHladREMIqyp2U4TlxysDYG-551_PuaGnjL?v_CB.13n?v005qaW}<FhecMOh?xRzWkkH 5-11-11 10-0-0 1-11-11 4-0-5 4.00 liT 3 Scale = 1:28.5 4x10 S 4x4 | | 2 3141//U> 7 1\4\ 4 60 11 // \41 3 O \U 7 *1 5 1.5„4 Il 6 3*4 - 3x4 zz 2-2-12 10-0-0 2-2-12 7-9-4 Plate offsets (X,Y):14:Edge.0-3-81 LOADING (pso SPACING 2-0-0 CSI DEFL in (loc)1/den Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.90 Vert(LL)-0.07 5-6 >999 360 MT20 220/195 TCDL 20.0 Lumber Increase 1.25 BC 0.22 Vert(TL)-0.13 5-6 >692 180 BCLL 0.0 *Rep Stress Incr YES WB 0.20 Horz(TL)0.00 5 rda n/a BCDL 5.0 Code IBC2009fTPI2007 (Matrix)Weight: 59 Ib FT = 20% LUMBER GRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except , BOT CHORD 2 X 4 OF No.1&Btr G end verticals, and 4-0-0 oc purlins (6-0-0 max.): 2-4. WEBS 2 X 4 OF Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at JHs): 4 REACTIONS (lb/size) 5=350/Mechanical, 6=621/0-5-8 (min. 0-1-8) Max Hon 6=166(LC 4) Max Uplift 5=-153(LC 4), 6=-180(LC 5) Max Grav 5=509(LC 14), 6=756(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 4-5=-427/91 WEBS 2-6=-577/191, 1-6=-292/59 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 3-60 tall by 2-0-0 wide will fit between the bottom chord and any other members. 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 ANSIMPI 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 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. -?ROFESS/04, LOAD CASE(S) Standard U:( c o,b )-tr ' March 27,2013 AWARNING - Verifg designparameters and READ NOTES ON THISAND INCLUDED MITEK REPERENCEPAGE MIl-7473 BEFORB USE. Design valid for use only with Mrrek connectors. This design b based only upon parameters shown. and is foran individual building component. Applicabinly of design parameters and proper incorporation of component b responsibity of buUding designer - not truss designer. Bracing shown is for lateral support of indMdual web members only. Additional temporary bracing to insure stabinly during conshuction is the responsibility of the erector. Additional pennanent bracing of the overaQ structure Is the responsibioty of the building designer. For general guidance regarding fabrication, quality control storage. dellvefy, erection and bracing, consult ANSI/[Pll Quality Critella. DSB-89 and BCSI Bunding Component Sately Informallon available from Truss Plate Institute. 781 N. Lee Street. Suite 312, Atexandia. VA 22314. If Southem Pin,(SP} turnber is ipecified, the design values gre those dictive 06/01/2013 by ALSC MiTek 7777 Greenback lane, Suite 109 Citrus Heights. CA 95610