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Job Truss Truss Type Qty Pty
<br />R36138891
<br />12889 Bol SLOPING FLAT
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />MM?1 10:010 i Ft° 113-3-r I 19-4-9
<br />1 2 Lob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:26 2013 Page 1
<br />ID:aWQIhHladRB#lqyp2U4TlxysDYG-WOShT6PU4Qa_EqBRU7XiK35jix23zCzY81·IFRFzWkkV
<br />23-11-6 28-4-5 3Mt" 1 40.2-0
<br />2+U 4-8-13 4-0-11 J .+10
<br />4.00 Iii 2x5 ||0.38 [i3
<br />21--sA
<br />2
<br />4x5 5
<br />3 4*4 =
<br />8*10*z 1.5x4 ||
<br />5)<8 4 1.5x4
<br />3x4 =:1.5x4 I I
<br />1 24 5 25 6 26 7 27 8 28 9 29 10
<br />4 i
<br />19 18 17 16 15 14 13
<br />5-10-13
<br />Scale= 1:70.1
<br />2
<br />6,(8 =
<br />11 6x16 ==
<br />30 11
<br />E
<br />12
<br />2 1.-Z-£
<br />2,(4 ||.A. -8x12 MT20H =5,06 -4x10 -8)(12 MT20H -6*12 -5,06 11
<br />2-2-12
<br />1 mil = 1 1000 14·11-12 23-11-6 34·10-12 1 4020 14-6-0 4-11-12 8-11-10 10-11-6 5-3-4
<br />0-2-12
<br />Plate Offsets (X.Y):14:0-7-0,0-5-41, 19:0-4-0.0-3-01,111:0-5-12.0-3-01.112:Edae,0-3-81 113:0-2-12.0-3-01. 114:0-6-0.Edqel. 117:06,0,0*81
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP
<br />TCLL 18.0 Plates Increase 1.25 TC 0.88 Vert(LL)0.53 14-15 >851 360 MT20 220/195
<br />TCDL 20.0 Lumber Increase 1.25 BC 0.92 Vert(TL)-1.9314-15 >234 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.82 Horz(TL)0.13 21 n/a n/a
<br />BCDL 5.0 Code IBC2009fTPI2007 (Matrix)Weight: 477 Ib FT = 20%
<br />LUMBER
<br />TOP CHORD 2 X 4 DF No.1&Btr G
<br />BOT CHORD 2 X 6 DF SSG *Except*
<br />17-19: 2 X 6DF No.2 G
<br />WEBS 2 X 4 DF Std G *Except*
<br />11-12,2-17,11-13: 2 X 4 DF No.1&Btr G
<br />OTHERS 2 X 8 DF No.2 G
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins, except
<br />end verticals.
<br />BOT CHORD Rigid ceiling directly applied or 10*0 oc bracing.
<br />WEBS 1 Row at midpt 4-17
<br />REACTIONS (lb/size)18=5205/0-5-8 (min. 0-2-12), 21=4540/0-6-6 (min. 0-1-8)
<br />Max Horz 18=303(LC 5)
<br />Max Uplift 18=-604(LC 5), 21=-648(LC 4)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-22=-31/282, 4-16-118/1499, 3-4=-346/65, 4-24=-13173/1964, 5-24=-13164/1966,
<br />5-25-15873/2287,6-25=-15869/2288, 6-26=-15872/2291,7-26=-15868/2292,
<br />7-27-15892/2225,8-27=-15885/2226,8-28=15888/2230,9-28-15884/2231,
<br />9-29=-7995/1104,10-29=-7989/1105,10-30=-7997/1111,1 1-30=-7989/1112,
<br />12-20=-33/407,11-20=-33/407
<br />BOT CHORD 17-18=-654/3367,16-17=-1988/12947, 15-16=-2142/14068,14-15=-2428/16237,
<br />13-14=-1858/12509,12-13=145/815
<br />WEEBS 2-18=-5510/655,2-17=-684/5347, 24=-3601/571,4-17=-10642/1482,5-15=-285/2545,
<br />6-15=-359/89, 7-15-576/94, 7-14=-555/177,8-14=-418/111, 9-14=499/4033,
<br />9-13=-5106/807,10-13=-559/169,11-13-1159/8320,1-18=-375/91,5-16=-1467/171,
<br />11-21=-4930/709,20-21=-290/1928
<br />NOTES
<br />1) 2-ply truss to be connected together with 10! (0.148"x3") nails as follows:
<br />Top chords connected as follows: 2 X 4- 1 row at 0-7-0 oc.
<br />Bottom chords connected as follows: 2 X 6-2 rows at 0-9-0 oc.
<br />2 Webs connected as follows: 2 X 4- 1 row at 0-9-0 oc.
<br />2) All loads are considered equally applied to all plies, except if noted as front (F) or back (ED face in the LOAD CASE(S) section. Ply to
<br />pty connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />3) Unbalanced roof live foads have been considered for this design.
<br />4) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. It; 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 />5) All plates are MT20 plates unless otherwise indicated.
<br />6) WARNING: Top chord roof live load is below minimum required by ASCE 7. The building design professional for the overall structure
<br />to verify adequacy of top chord live load.
<br />7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads,
<br />8) * 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 m between the bottom chord and any other members.
<br />9) A plate rating reduction of 20% has been applied for the green lumber members
<br />Q
<br />C 6433
<br />1
<br />OF AU
<br />arch 27,2013
<br />SHEER *
<br />Verin, design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REPERENCE PAGE MIl·7473 BEFORB USB
<br />Design valid for use only with M]Tek connectors. This design is based only upon parameters shown. and is for an Individual building component.
<br />Applicabinty of design parameters and proper Incorporation of component is responsiboily of bunding designer - not truss designer. Bradng shown
<br />is for lateral support of indMdual web members only. Additional temporary bracing to insure stability durtng construction b the responsibnity of the
<br />erector. Additional permanent bracing of the overall structure is the responsibilly of the building designer. For general guidance regarding
<br />fabrication, quality control. storage, delivery, erection and bracing, consult ANSIMPI 1 Quallty Criteria. DSB-89 and BCSI Bunding Component
<br />Safety Inforrnation available from Truss Plate Institute. 781 N. Lee Street. Suite 312. Alexandria. VA 22314.
<br />If Southern Pin, ISP} tumbe, 13 *pecified. the de,Ign values are those dictiv®06/01/2013 bvALSC
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
<br />3- .
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