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Job Truss Truss Type Qty Pty
<br />R36138893
<br />12889 803 SLOPING FLAT
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />Mi?1 1.019 1 13-to 1 1,311 1
<br />2 2 |Job Reference (optional)
<br />7.250 8 May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:29 2013 Page 1
<br />ID:aWC]thHladREMIqyp2U,1TlxysDYG-wz8q58RNNLyZ5lt0AG4PyijEx9amAZLqpVA,2azWkkS
<br />19-4-9 23-11-6 28-4-5 33-10-13 40.2-0
<br />4-0-U Z-4-U 4-4- ID
<br />4.00 Hi 2x5 ||
<br />3 0.38 |i
<br />2 4x4 =
<br />224*5 5 8xl 04=1.5x4 ||
<br />5*8 =1.5x4
<br />3x4 =1.5x4 Il
<br />1 4 24 5 25 6 26 7 27 8 28 9 29 10
<br />4
<br />LE i
<br />19 18 17 16 15 14 13
<br />5-10-13
<br />Scale = 1:70.'
<br />11 6x16 ==
<br />30 11
<br />12
<br />ZI-Z-£
<br />2,(4 | |.A. --8x12 MT20H =5*6 -4x10 -8x12 MT20H -6x12 zz 5>06 ||
<br />2-2-12
<br />1= 11 :2 1 100-0 14-11-12 23-11-6
<br />4-6-0 4-11-12 8/11+10
<br />34-10-12 46.2-0 J10-11-6 544
<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:Edge.0-3-81 113:0-2-12,0-3-01,114:0-6-0,Edqel. 117:0-6-0,0-4-81
<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 Veil(TL)-1.93 14-15 >234 180 MT20H 165/146
<br />BCLL 0.0.Rep Stress Incr NO WB 0.82 Hor'z(TL)0.13 21 rda nia
<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 2X6 DFSSG *Except*
<br />17-19: 2 X 6 DF No.2 G
<br />WEBS 2 X 4 OF Std G *Except*
<br />11-12,2-17,11-13: 2 X 4 DF No.1 &Btr G
<br />OTHERS 2 X 8 OF 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 10-0-0 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, 11-30=-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 />WEBS 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-pty 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 />f 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 (B) face in the LOAD CASE(S) section. Pty to
<br />pty connectjons have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />3) Unbalanced roof live loads have been considered for this design.
<br />4) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. 11; 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 fit 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 />?ROFESS/0/1,<f'VERS. T//149
<br />A \,9 +9.0 2 1 1.
<br />CD m
<br />m
<br />30
<br />* . -31-15 *4-490 L
<br />arch 27,2013
<br />Verify design parameters and READ NOTES ON THIS AND INCLUDED BUTEK REFERENCE PAGE MH·7473 BEFORE USE.ik"!&&122
<br />Design valid for use only with Murek connectors. This design Is based only upon parameters shown. and is for an IndMdual building component.
<br />Applicabinly of design parameters and proper incorporation of component is responsibnity of bunding designer - nol truss designer. Bracing shown
<br />is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibillity of the
<br />erector. Additional permanent bracing of the overall structure Is the responsibinty of the building designer. For general guidance regarding
<br />fat,rication. quatily control storage. delvery. erection and bracing. consult ANSUIP 1 Quality Crite,la. DSB-89 and BCS! BundIng Component
<br />Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314.
<br />Il Southern P ine {SP} lumbe, 13*pecified. the design valu,s Gre those effective 06/01/2013 by ALSC
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
<br />7-2-ir
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