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Truss Truss Type Qty Pty
<br />R36138887
<br />12889 A01
<br />Timco Truss and Framing Supply, HESPERIA, CA. 92345
<br />1 -2-6-0 1 7-4-0
<br />24-0 7-4-0
<br />CAL. HIP
<br />7,11-11 10-84 j017-19 2-8-5
<br />2 2 bob Reference (optional)
<br />7.250 8 May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:20 2013 Page 1
<br />ID:aWQIhHladRB41qyp2U4TlxysDYG-hE5QC3 NVaqq\A,hl8tQ,504TWOCZdGgmvqxEbzWkkb
<br />14-0-0 17-4-0 20-0-5 2p-8-p 28-0-0 30-6-0 34-0 3-4-0 2-8-5 017-19 7-4-0
<br />Plate Offsets (X,Y):Ill:0-4-0,Edgel
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)Udefl Ud PLATES
<br />TCLL 20.0 Plates Increase 1.25 TC 0.74 Vert(LL)-0.23 11 >999 360 MT20
<br />TCDL 20.0 Lumber Increase 1.25 BC 0.63 Vert(TL)-0.81 10-11 >406 180
<br />BCLL 0.0.Rep Stress Incr NO WB 0.26 Hon(TL)0.21 8 n/a n/a
<br />BCDL 5.0 Code IBC2O09/TPI2O07 (Matrix)Weight: 232 Ib
<br />2-6-0
<br />Scale =
<br />3%8 -
<br />GRIP
<br />220/195
<br />FT = 20%
<br />1:54.7
<br />3;
<br />5,(8 "
<br />4.00 fir 3x4 =1.5x4 Il 3*4 =5*8 22
<br />¥$ 15 4 5 6
<br />16 17IRI 18
<br />JAO -22
<br />68 =
<br />3x4 z=3*4 -
<br />7-4-0 14-0-0 20-8-0 28-0-0
<br />7-4-0 6-8-0 7-4-0
<br />/2-1<-41 --817 22*41 0
<br />12.. 11 -- 10
<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 DF Std G
<br />BRACING
<br />TOP CHORD
<br />BOT CHORD
<br />Structural wood sheathing directly applied or 4-5-4 oc purlins, except
<br />4-0-0 oc purlins (4-6-11 max.): 3-7.
<br />Rigid ceiling directly applied or 9-9-7 oc bracing,
<br />REACTIONS (lb/size) 2=3011/0-5-8 (min. 0-1-10), 8=3011/0-5-8 (min. 0-1-10)
<br />Max Hon 2=-55(LC 4)
<br />Max Uplift 2=-818(LC 3), 8=-818(LC 4)
<br />FORCES (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 2-13=-7439/1907,3-13=-7345/1927,3-14=-7031/1863,14-15=-7032/1863,
<br />4-15-7033/1863,4-16-9034/2386,5-16=-9034/2386,5-17-9034/2386,6-17=-9034/2386,
<br />6-18=-7033/1863, 18-19=-7032/1863, 7-19=-7031/1863, 7-20=-7345/1927,
<br />8-20=-7439/1907
<br />BOT CHORD 2-12=-1771/6936, 12-21=-2215/8475, 1 1-21=-2215/8475, 11-22=-2201/8475,
<br />10-22=-2201/8475, 8-10=-1728/6936
<br />WEBS 3-12=-220/1267, +12=-1890/561, 4-11=-133/834, 5-11=-788/232, 6-11=-134/834,
<br />6-10=-1890/561,7-10=-220/1267
<br />NOTES
<br />1) 2-pty truss to be connected together with lod (0.148"x3") nails as follows:
<br />Top chords connected as follows: 2 X 4- 1 rowat 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 O-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.
<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) Provide adequate drainage to prevent water ponding.
<br />6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
<br />7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a reptangle 3-6-0 tall by 2-0-0 wide
<br />will fit between the bottom chord and any other members.
<br />8) A plate rating reduction of 20% has been applied for the green lumber members.
<br />79) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br />10) 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 />11) Girder carries hip end with 8-0-0 end setback.
<br />12) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
<br />13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 693 Ib down and 271 Ib up at
<br />20-10-5, and 693 Ibdown and 271 Ib up at 7-1-11 on top chord. The design/selection of such connection device(s) is the
<br />resfollsiblitofgthers.
<br />EOFC
<br />6rch 27,2013
<br />15!mEgRaaWISnpcE/ainetegaxdREAD-NO7ESONMISANDIELUDED-*inEKREPEJ7£IYCEPAGEWI-747388/ORBUSE
<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 />Applicabinty of design parameters and proper incorporation of component b responsbility of building designer - not truss designer. Bractng shown
<br />is for lateral support of indMdual web members only. Additional temporary bracing to insure slabmty during construction b the responsibunly of the
<br />erector. Additional permanent bracing of the overan structure Is the responsibinty of the building designer. For general guidance regarding
<br />fabrication. quality control. storage. delivery. erection and bracing, consult ANSI/,Pll Quality Crile,10. DSB-89 and SCSI Building Componen,
<br />Sofely Information available from Truss Plate Institute, 781 N. Lee Street, Suile 312, Alexandria. VA 22314.
<br />If Southern Pine{SP} tumber isip«ified, the design valusser, thois elective06/01/2013 by ALSC
<br />iTe
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
<br />L -i
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