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Job Truss Truss Type Qty Ply 1 R36138900
<br />12889 B10
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />3-6-0 3-7.12 9-3-0
<br />SLOPING FLAT
<br />14-11-11 ,20-4-8
<br />1 3 Lob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:38 2013 Page 1
<br />ID:aWQIhHladRB4!qyp2LMTIxysDYG-9iBE_DY0F65Hgg31Bele<qbbnzngdnd?JviCusZzWkkJ
<br />25-11-7 ,31-44 ,35-0-6 40-2-0
<br />6
<br />3-GO 0-1812 5-7-4 5-8-11 5-4-13 5-6-15
<br />4.00 ITy
<br />1.5x4 Il
<br />4x5 ==1.5x4 I I
<br />2x4 11 23 2 5 5,6 =3x10 = 1.5*4 I I 1.5x
<br />1 -- 11 25
<br />-14 4 6 26 7 27 _28 8
<br />20 19 18 17 1I
<br />5-4-13 3-8-2 5-1-10
<br />Scale = 1.6£
<br />0.38 Iii-
<br />6*8 -
<br />5,6 =5x16 ==
<br />4 11 1.5*4 ||
<br />33 12 34 13
<br />15 14
<br />2x4 11 4*6 =6x16 MT20H =6x16 MT20H =5x10 ==2x511
<br />4x4 -
<br />3-7-12
<br /> 2-002-*02 14-11-11 25-11-7 3566 40.2-0 12-6.00-i-'12 11-3-15 10-11-12 9-0-15 5-1-10
<br />1-5-0
<br />Plate Offsets (X,Y):19:0-3-0.0-3-41. 111:0-2-12.0-3-01,113:0-5-12,0-3-01, 116:0-7-8,0-3-01,117:0-7-8,0-3-01
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.80 Vert(LL)-0.4316-17 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.87 Vert(TL)-1.6016-17 >283 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.88 Horz(TL)0.16 22 n/a n/a
<br />BCOL 5.0 Code IBC2009fTPI2007 (Matrix)Weight: 594 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 OF Std G *Except*
<br />13-14: 2 X 4 OF No.1&Btr G
<br />OTHERS 2 X 8 OF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or 5-0-6 oc purlins, except
<br />end verticals. Except:
<br />6-0-0 oc bracing: 4-6
<br />BOT CHORD Rigid ceiling directly applied or 100-0 oc bracing, Except:
<br />6-0-0 oc bracing: 19-20.
<br />REACTIONS (lb/size)19=5438/0-5-8 (min. 0-1-15), 22=3942/0-6-6 (min. 0-1-8)
<br />Max Hon 19=159(LC 4)
<br />Max Uplift 19=-414(LC 4), 22=-475(LC 4)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD
<br />BOT CHORD
<br />WEBS
<br />3-24=-70/254,4-24=-69/255,4-25=-67/257,6-25=-66/257,6-26=-3545/370,
<br />7-26=-3518/371,7-27=-17736/1703,27-28=17710/1703,8-28=-17710/1703,
<br />8-29-17734/1709,9-29=-17710/1710,9-30-15581/1556,30-31-15556/1556,
<br />10-31=-15535/1557,10-32=-15582/1563,11-32=-15556/1563, 11-33=-5785/643,
<br />12-33=-5781/644, 12-34=5784/648, 13-34=-5778/649, 1-3=-361/16
<br />18-19=-440/3517, 17-18=-1339/13097, 16-17=-1870/18153, 15-16=-1136/10196,
<br />14-15=-99/605
<br />19=6405/477,6-18=-292/4109,7-18-10413/977,7-17=462/4988,8-17=-1596/196,
<br />9-17=-569/117,9-16-2901/293,10-16-1665/199,11-16-541/6161,11-15=-5765/593,
<br />12-15=-384/116,13-15=-732/6493, 3-19-318/165, 2-4=-434/39,13-22=-4259/516,
<br />21-22=-203/1612
<br />NOTES
<br />1) 3-ply truss to be connected together with 1Od (0.148"xy') nails as follows:
<br />Top chords connected as follows: 2 X 4- 1 row at 0-7-0 oc.ROFESS/OW
<br />Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc.44«*24%Webs connected as follows: 2 X 4- 1 rowat 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
<br />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.//2/Q 1.\1.\
<br />A i m Il3) Wind: ASCE 7-05; 85mph; TCOL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (low-rise).gable end zone;NW C 048*33 1%11cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
<br />4) All plates are MT20 plates unless otherwise indicated.Ila-- ,1
<br />5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.* E 1-15 4 h6) * 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 />7) A plate rating reduction of 20% has been applied for the green lumber members.
<br />8) 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 />9) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIFTPI 1.'D;rch 27,2013
<br />10) Load case(s) 1,2,3,4,5,6,7,8, 9,10,11,12,13,14,15,16,17,18,19, 20,21,22,23, 24,25,26,27 has/have been modified.
<br />7WRE=====wdf;ZiES'SWilliSANDIELUDEDMI7EKREFEREIVCEPAGEIMP/4738EF0RS-USS
<br />Design valid for use only with Mirek connectors. This design is based only upon parameters shown. and Is for an individual building component.
<br />Applicabely of design parameters and proper incorporation of component b responsibmly of bunding designer - not truss designer. Bradng shown
<br />is forlateral supporl of IndMdual web members only. Additional temporary bracing to insure stability during cons#uction b the responsiblity of the
<br />erector. Additional permanent bracing of the overall structure is the responsibiuty of the building designer. For general guidance regarding
<br />fabrication. quality control, storage, delivery. erection and bracing. consult ANSI/TPH Quality Crlieflo, DSB-89 and BCS! Building Component
<br />Safety Informalion available from Truss Plate Institute. 781 N. Lee Street, Suite 312. Alexandria. VA 22314.
<br />11 Southern Pine{SP} turnber i, ipe€ ifted. ths de,ign values eri those dective 06/01/2013 by ALSC
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA. 95610
<br />-2-2-ir
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