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Job Truss Truss Type Qty pty I R36138897
<br />12889 B07
<br />Tirnco Truss and Franling Supply, HESPERIA, CA. 92345
<br />5-9-0 11-5-11
<br />5-9-0 5-8-10
<br />SPECIAL
<br />1%1&7 1
<br />2 2 Lob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Vmd Mar 27 10:03:34 2013 Page 1
<br />ID:aWQIhHladR84lqyp2l.MTIxysDYGH048,*Ctbri331_ypgbllQC9AMirq3L4EginzWkkN
<br />1 27-10-4 31-8-7 1 36-1-10
<br />664 3--10-3 4-5-3
<br />2-24
<br />2-2-0
<br />Plate Offsets (X.Y)
<br />11-5-11 21-4-0 31-11-15
<br />9-3-11 9-10-5 10-7-15
<br />14:0-3-0,0-3-01.18:0-3-4,0-3-01,Ill:0-4-0,0-3-41112:0-4-12,0-3-01 115:0-2-4,0-3-01,115:2-4-12,36-0-121
<br />36-1-10
<br />4-1-11
<br />GRIP
<br />220/195
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Uden Ud PLATE!
<br />TCLL 20.0 Plates Increase 1.25 TC 040 Vert(LL)-0.2311-12 >999 360 MT20
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.60 Vert(TL)-0.6410-11 >631 180
<br />BCLL 0.0.Rep Stress Incr NO WE; 0.81 Horz(TL)0.01 15 n/a n/a
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 347 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 *Except*
<br />8-9: 2 X 4 DF Std G
<br />WEBS 2 X 4 DF Std G *Except*
<br />8-15: 2X8 OF No.2 G, 8-10: 2 X 4 DF No.1&Btr G
<br />BRACING
<br />TOP CHORD
<br />BOT CHORD
<br />Structural wood sheathing directly applied or 5-1-6 oc purlins, except
<br />end verticals.
<br />Rigid ceiling directly applied or 6-0-0 oc bracing.
<br />REACTIONS (lb/size)13=5416/0-5-8 (min. 0-2-14), 15=3394/0-6-6 (min. 0-1-8)
<br />Max Horz 13=100(LC 4)
<br />Max Uplift 13=-1540(LC 3), 15-930(LC 5)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-17=-659/3241,2-17=-660/3246,2-18-3363/1816,3-18=-3358/1815,3-19=-3362/1822,
<br />19-20=-3361/1822,4-20=-3358/1821,4-21=-7097/2554,5-21=-7091/2552,
<br />5-22=-7100/2561, 22-23=-7094/2560, 6-23=-7094/2560, 6-24=-4279/1169,
<br />7-24=-4274/1170,7-25=-4278/1172,25-26=-4274/1172,8-26=-4270/1173,
<br />15-27=-3362/927, 8-27=-3362/927
<br />BOT CHORD 12-13=492/0, 11-12=-2399/5705, 10-11-2227/8039
<br />WEBS 1-13=-4554/980,2-13-3567/1505,2-12-1327/3998,3-12=-338/264,4-12-2633/685,
<br />4-11-143/1626, 5-11=-360/274, 6-11=1048/0, 6-10-4824/1416, 7-10=-391/63,
<br />8-10=-1434/5358
<br />NOTES
<br />1) 2-pty truss to be connected together with 10d (0.148'93") nails as follows:
<br />Top chords connected as follows: 2 X 4- 1 row at 0-9-0 oc, 2 X 8-2 rows at 0-9-0 oc.
<br />Bottom chords connected as follows: 2 X 4- 1 row at 0-9-0 oc.
<br />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 />ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
<br />•3) Wind: ASCE 7-05; 85mph; TCOL=5.Opst BCDL-3.Opst h=25ft; Cal. 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 />4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />5) * 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 />6) A plate rating reduction of 20% has beer applied for the green lumber members.
<br />7) Bearing at joint(s) 15 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
<br />capacity of bearing surface.
<br />8) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br />9) 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 has/have been modified. Building designer
<br />must review loads to verify that they are correct for the intended use of this truss.
<br />10) This truss has been designed for a moving concentrated load of 250.Olb 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 />?SOFESS/OA,
<br />*RS, 7/461
<br />1-15
<br />IL
<br />OFC
<br />March 27,2013
<br />VeriA# design parwneters and READ NOTES ON THIS AND INCLUDED MIl'EK REFERENCE PAOB MIl-7473 BEFORE USE'AN?In#:4=
<br />Design valid for use only with MiTek 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 bunding 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 responsibOnly of the
<br />erector. Additional permanent bractng of the overan structure is theresponsibility of the building designer. For general guidance regarding
<br />fabrication. quality control. storage. delivery. erection and bracing, consult ANSUTPI 1 Quality Crteria, DSB-89 and BCSI Building Component
<br />Safely Inbrnation available from Truss Plate Institute. 781 N. Lee Street, Suite 312, Alexandria. VA 22314.
<br />If Southern Pine ISP) lumbe, is specified. the design values are those effective 06/01/2013 ty AUC
<br />MiTek
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
<br />acaie = 1:61.6
<br />0.38 |EFF
<br />6*8 =
<br />1.5x4 ||4x4 -6x12 -1.5x4 ||
<br />1.5x4 I I 21 5 22 23 6 24 7 25 26 8
<br />5,06 =4x5 =
<br />1 17
<br />L.. I--1 I Tl
<br />821
<br />14 12 11 1013 9
<br />2x4 ||5x10 -6x10 -2x4 ||
<br />4x4 =
<br />2-2-1-2
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