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Job Truss Truss Type Qty ply
<br />R36138899
<br />12889 B09 SLOPING FLAT 2 1
<br />Timco Truss and Frarrung Supply, HESPERIA, CA. 92345
<br />16-0 3-7.12 9-3-0 14-11-11 204-8
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:38 2013 Page 1
<br />ID:aWQ[hliladREMIqyp2U4TlxysDYG-DJ3TZ)0(mkltrZQNvM4831UWQZz?NifOROinogz\Mdd-
<br />24-10-0 31-4-4 ,35·06 40-2-0
<br />3-6-0 0-1'-42 5-7-4 5-8-11 5-4-13 +S-8 6-6-4 342.5-1-10
<br />Scale = 1:69.(
<br />4.00 Ri 0.38 fir
<br />1.5x4 Il
<br />4x5 - 1.5*4 I I
<br />2*5 11 23 2 5 5*6 =1.5x4 Il1.5x4 1 1
<br />5x16 =
<br />1
<br />1.5x4 Il 31 32 12 33 13
<br />11
<br />//>-- 11. 25 8 29 9 30 10
<br />26 7 27 28
<br />20 18 17 16 15 1419
<br />2 L-Z-€
<br />2*4 11 4x5 =6x16 MT20H =6x16 MT20H =6x10 ==3x4 11
<br />3x5 -
<br />3-7-12
<br />1 =21: 1 11.3-15 9-10-5 10-2-6 5-1-10
<br />14-11.11 24-100 3548 40-2-0
<br />1 -5-0
<br />Plate Offsets (X.Y):19:0-3-0,0-3-01.111:0-3-0.0-3-01. 113:0-5-12,0-3-01
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.86 Vert(LL)-0.4316-17 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.77 Vert(TL)-1.36 16-17 >332 180 MT20H 165/146
<br />BCLL 0.0 I Rep Stress Incr YES WB 0.92 Horz(TL)0.15 22 n/a rda
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 198 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 *Except*
<br />13-14: 2 X 4 DF No.1&Btr G
<br />OTHERS 2 X 8 DF No.2 G
<br />GRACING
<br />TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except
<br />end verticals. Except:
<br />10-0-0 oc bracing: 4-6
<br />BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing.
<br />WEBS 1 Row at midpt 7-18
<br />REACTIONS (lb/size)19=1813/0-5-8 (min. 0-1-15), 22=1471/0-6-6 (min. 0-1-8)
<br />Max Horz 19=159(LC 4)
<br />Max Uplift 19=-289(LC 4), 22=-389(LC 4)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 3-24=0/342,4-24=0/343,4-25=0/346, 6-25=0/346,6-26-1021/282, 7-26-1013/284,
<br />7-27-5069/1271,27-28=-5062/1272,8-28=-5062/1272,8-29=-5068/1278,
<br />9-29=-5062/1279,9-30=-4839/1231,10-30=4830/1232,10-31=4842/1238,
<br />11-31=-4834/1239, 11-32=2048/508,12-32=-2041/509, 12-33=-2049/513,
<br />13-33=-2043/513,1-3=-359/16
<br />BOT CHORD 18-19=-352/1013,17-18=-1014/3677,16-17-1412/5212,15-16=-909/3280
<br />WEBS 6-19=-2045/323,6-18=-190/1243,7-18=-2896/720,7-17-347/1498,8-17=-464/160,
<br />9-17=-359/249,9-16=-556/152, 10-16=-464/157,11-16=-413/1716, 11-15=-1614/472,
<br />12-15=-419/106,13-15=-576/2267, 3-19-486/17, 24=-435/39,13-22=-1605/427,
<br />21-22=-177/646
<br />NOTES
<br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opst BCDL=3.Opst 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 />2) All plates are MT20 plates unless otherwise indicated.
<br />3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />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 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members.
<br />5) A plate rating reduction of 20% has been applied for the green lumber members.
<br />6) Bearing at joint(s) 22 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
<br />capacity of bearing surface.
<br />7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br />8) 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 />9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
<br />10) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
<br />11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />LOAD CASE(S) Standard
<br />?ROF ESS/O/1/39,*R s. 4,1,+e4 »9 +632? 2-1- 1-
<br />CD m
<br />LLI
<br />Of .3 m
<br />* . -31-15 *
<br />490 L
<br />arch 27,2013
<br />Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M]!·7473 BEFORE USE'*?/7.twy,
<br />Design valid for use only with MHek connectors. This design is based only upon parameters shown, and is for an individual building component.
<br />Applicability of design parameters and proper incorporation of component b responsibnity of building designer - not truss designer. Bradng shown
<br />Is for lateral support of indMdual web members only. Additional temporary bracing to Insure stability during construction Is the responsibnnly of the
<br />erector. Additional permanent bracing of the overall structure Is Ihe responsibinty of the building designer. For general guidance regarding
<br />fabrication, quality control. storage. deliver, erection and bracing. consult ANSI/,Pll Quality Criteria, DSB-89 and Bal Building Component
<br />Safety Information available from Truss Plate Institute, 781 N. Lee Street, Suite 312, Alexandria, VA 22314.
<br />If Southern Pine ISP} tumbir i, spe€ified, the disign values *re those affective 06/01/2013 by ALSC
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
<br />.
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