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Job Truss Truss Type Qty Ply
<br />R36138889
<br />12889 A03 CAL. HIP 2 1
<br />IJob Reference (optional)
<br />Timco Truss and Framing Supply, HESPERIA CA 92345 7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:23 2013 Page 1
<br />ID:aWQIhHladRB4lqypZU4TlxysDYG-5pnZq4NcnVCPNNPsp?z?jRTD8keymzt6SobqwzWkkY
<br /> -2-6-0 7-2-13 9-4-0 11-11-11 14-0-0 16-0-5 18-8-0 20-9-3 28-0-0
<br />2-6-0 7-2-13 2-1-2 2-7-11 2-0-5 2-0-5 2-7-11 2-1-2 7-2-13 1=01
<br />Scale = 1:54.7
<br />5*8 5 1.5*4 11
<br />4.00 liF
<br />1.5x4 ||
<br />10 11 275*8 4
<br />11 3x4 - 'ELL
<br />Isa 28
<br />1.5*44>
<br />13
<br />\24 25 26 12 --
<br />16
<br />5,(8 -
<br />18-8-0
<br />9-4-0
<br />20 5 7
<br />4
<br />21 2.
<br />17
<br />3)(8 -
<br />14
<br />94-0 28-0-0
<br />11 1
<br />tin - \-\--r*»25 5-
<br />9-4-0 9-4-0
<br />Plate Offsets (X.Y):12:0-2-12.0-1-81. 114:0-2-12.0-1-81. 116:0-4-0.0-3-01
<br />LOADING (psf)SPACING 2-0-0 CSI DEFL in (loc)1/den Ud PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.77 Vert(LL)-0.14 2-17 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.50 Vert(TL)-0.48 16-17 >686 180
<br />BCLL 0.0.Rep Stress Incr YES WB 0.27 Hon(TL)0.13 14 n/a rda
<br />BCDL 5.0 Code IBC2009/TP12007 (Matrix)Weight: 124 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
<br />WEBS 2 X 4 DF Std G
<br />BRACING
<br />TOP CHORD
<br />BOT CHORD
<br />Structural wood sheathing directly applied or 2-9-12 oc purlins,
<br />except
<br />2-0-0 oc purlins (4-4-8 max.): +12.
<br />Rigid ceiling directly applied or 9-1-8 oc bracing.
<br />REACTIONS (lb/size)2=1311/0-5-8 (min. 0-1-8),14=1311/0-5-8 (min. 0-1-8)
<br />Max Horz 2=70(LC 3)
<br />Max Uplift 2=-395(IC 3), 14=-395(LC 4)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (It)) or less except when shown.
<br />TOP CHORD 2-18=-2587/571,3-18=-2503/591,3-19=-2296/540,4-19-2273/546,4-21=-2174/563,
<br />6-21=-2174/563,6-22=-2175/563, 22-23=-2175/563,8-23=-2175/563,8-24=-2175/563,
<br />24-25=-2175/563,9-25=-2175/563,9-26-2174/563,12-26=-2174/563,12-28=2273/546,
<br />13-28=-2296/540, 13-29=-2503/592, 14-29=-2587/571
<br />BOT CHORD 2-17=-525/2364, 16-17=-536/2485,14-16=-455/2364
<br />WEBS 3-17=-466/135,4-17=-105/546,8-17=-483/186,8-16=-483/186,12-16=-105/546,
<br />13-16=466/136,5-6--335/44
<br />NOTES
<br />1) Unbalanced roof live loads have been considered for this design.
<br />2) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf, BCDL=3.Opst h=258; Cal. ll; 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 />3) Provide adequate drainage to prevent water ponding.
<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 been applied for the green lumber members.
<br />7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSIMPI 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 />0 Panel points along the Top Chord, nonconcurrent with any other live loads.
<br />9) Design assumes 4x2 (flat orientation) purlins at oc spacing indicated, fastened to truss TC w/ 2-10d nails.
<br />LOAD CASECS) Standard
<br />?ROFESS/0.,
<br />C 0 643
<br />1-15
<br />1
<br />0F C
<br />arch 27,2013
<br />AWARNING · Verify design parcmeters and READ NOTES ON THISAND INCLUDED MITEK REFERENCE PAGE MIl-7473 BEFORE USE.
<br />Design valid for use only with Mirek connectors. This design b based only upon parameters shown, and is for an individual building component.
<br />Appllcabinly of design parameters and proper incorporation of component b responsibility of bunding designer - not truss designer. Bracing shown
<br />Is for loteral support of indMdual web members only. Additional temporary bracing to Insure stabmly during constuction b the responsibnnly of the
<br />erector. Additional permanent bracing of the overall structure Is the responsibmly of the building designer. For general guidance regarding
<br />fabricallon. quality control storage, delively, creation and bracing. consult ANSIMP,1 Qually Crtleria, DSB-89 and BCSI Building Component
<br />Safety Information available from Truss Plate Institute, 781 N. Lee Street. Suite 312, Alexandria. VA 22314,
<br />If Southern Pin,(SP) lumbe, is :perified. the design values gre those «Mective 06/01/201 3 by ALSC
<br />iTe *
<br />7777 Greenback Lane, Suite 109
<br />Citrus Heights, CA, 95610
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