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Job Truss Truss Type Qty Pty
<br />R36138895
<br />12889 805 SPECIAL 3 1
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />5-9-0 1
<br />5-9-0
<br />11-5-11
<br />5-8-10
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:31 2013 Page 1
<br />ID:aWQIhHladRB4lqyp2U4Tlx'yst)YG-sMGaWDTdvyCGKO0PHg6ul7004yOveTJH!7?07TzWkkQ
<br />16-10-7 21-4-0 28-0-0
<br />5-4-13 4-5-9 6-8-0
<br />Scale: 1/4'61'
<br />0.38 |iF
<br />3,¢6 =3]a =
<br />4=6==33&==A
<br />1.5*4 ]1 5,6 =1.5x4 | I Bx10 MT20H -
<br />17 5 18 19 6
<br />315164
<br />Ntl« 0
<br />11
<br />2x4 11
<br />10
<br />4x4
<br />9 8 7
<br />5)8 =48 =4*611
<br />2-2-0 11-5-11 21-4-0 g 28-0-0
<br />2-2-0 9-3-11 9-10-5 6-8-0
<br />Plate Offsets (X,Y):M:0-3-0.0-3-01.16:0-36.Edgel, 17:Edge,0-3-81,19:0-4-0,0-3-01
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.78 Vert(LL)-0.17 8-9 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.43 Vert(TL)-0.35 8-9 >872 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.81 Horz(TL)-0.03 7 n/a n/a
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 130 Ib FT = 20%
<br />LUMBER
<br />TOP CHORD 2 X 4 OF 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 />6-7: 2X4DF No.1&Btr G
<br />BRACING
<br />TOP CHORD
<br />BOT CHORD
<br />Structural wood sheathing directly applied or 6-0-0 oc putlins, except
<br />end verticals.
<br />Rigid ceiling directly applied or 6-0-0 oc bracing.
<br />REACTIONS (lb/size) 7-2158/Mechanical, 10=2576/0-5-8 (min. 0-2-12)
<br />Max Horz 10=91(LC 4)
<br />Max Upiift 7=-613(LC 5), 10=-780(LC 3)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-13-218/1576,2-13-219/1581, 2-14-911/1131, 3-14-906/1130, 3-15-911/1138,
<br />15-16=-910/1138,4-16=-906/1137,4-17=-1033/891,5-17=-1027/890,5-18=-1035/898,
<br />18-19=-1030/897, 6-19=-1029/897, 7-20=-2124/621, 6-20=-2124/621
<br />BOT CHORD 9-10=-669/0,8-9-1150/1182
<br />WEBS 1-10=-2248/369, 2-10=-1544/953, 2-9=-598/1325, 3-9=-341/266, 4-9=-411/122,
<br />4-8-323/350,5-8=-351/268,6-8=-914/1064
<br />NOTES
<br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opst 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 />2) All plates are MT20 plates unless otherwise indicated.
<br />3) This truss has been designed for a 10.0 psY 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 m 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) Refer to girder(s) for truss to truss connections.
<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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1536 Ib down and 103 Ib up at
<br />0-1-12, and 1536 Ib down and 103 Ib up at 27-10-4 on top chord. The design/selection of such cnnection device(s) is the
<br />responsibility of others.
<br /> LOAD CASE(S) Standard
<br />1) Regular: Lumber Increase=1.25, Plate Increase=1.25
<br />Uniform Loads (pif)
<br />Vert: 1-6=-50,7-11=-10
<br />Concentrated Loads (lb)
<br />Vert: 1--1536 6=-1536
<br /> 52 ( C 0405
<br />OFC
<br />larch 27,2013
<br />£LWARNING · Verify design par€oneters and READ NOTES ON THIS AND INCLUDED BUTEK REPERENCE PAGE M]1·7473 BEFORB USE
<br />Design valid for use only with MITek connectors. Ths design Is based only upon parameters shown. and is for an individual building component.
<br />Applicabinly of design parameters and proper incorporation of component b responsibnity of building designer - not truss designer. Bracing shown
<br />is for lateral support of indMdual 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 responsibialy 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 BCSI Building Component
<br />Safely tnformallon available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria, VA 22314.
<br />H Southern Pine(SP} lumber b specified, the design values gra thole aEactive 06/01/2013 by ALSC
<br />ie '
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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