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Job Truss Truss Type Qty Pty
<br />R36138898
<br />12889 808 SPECIAL 6 1
<br />Tinlco Truss and Framing Supply, HESPERIA, CA. 92345
<br />5-9-0 11-5-11
<br />5-9-0 5-8-10 =&7 1
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc Wed Mar 27 10:03:35 2013 Page 1
<br />ID:aWQIhHladREMIqyp2U4Tlxys[)YG-In/5MBWBzBjipDIGWVWBqCzzF2ZelaEvt[)kzEGEzWkkM
<br />21 -4-0 27-10-4 31-8-7 36-1-10
<br />4-5-9 6-6-4 3-10-3 4-5-3
<br />Scale = 1:61.
<br />0.38 Ri-
<br />6x8 =
<br />1.5*4 ||4x5 3 1.5x4 I I 6x16 -
<br />5<6 =
<br />1.5x4 Il 21 5 22 23 6 24 7 25 26 8
<br />4xe =4x10 -
<br />18 3 19 20 4
<br />1 17 2
<br />7
<br />5
<br />1 T T I Cl
<br />14 12 11 10 9
<br />13
<br />2*4 ||6x16 MT20H -6x16 MAOH 6x12 2x4 ||6,06 =
<br />2-2-0 <11-5-11 21-4-0 < 31-11-15 1 36-1-10 302-2-0 9-3-11 9-10-5 10-7-15 4-1-11
<br />Plate Offsets (X.Y):14:0-3-0,0-3-01, 18:0-7-4,0-3-01,115:0-2-4,0-3-01,115:2*12,36-0-121
<br />LOA0ING (psf)SPACING 2-0-0 CSI DEFL in (loc)1/den 1/d PLATES GRIP
<br />TCLL 20.0 Plates Increase 1.25 TC 0.84 Vert(LL)-0.35 11-12 >999 360 MT20 220/195
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.84 Vert(TL)-0.92 11-12 >438 180 MT20H 165/146
<br />BCLL 0.0 *Rep Stress Incr NO WB 0.97 Horz(TL)0.03 15 n/a n/a
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)Weight: 173 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 OF Std G
<br />WEEBS 2 X 4 OF Std G *Except*
<br />8-15: 2X8DF No.2 G, 2-12,8-10: 2 X 4 DF No.1&Btr G
<br />BRACING
<br />TOP CHORD
<br />BOT CHORD
<br />WEEBS
<br />Structural wood sheathing directly applied or 2-6-5 oc purlins, except
<br />end verlicals.
<br />Rigid ceiling directly applied or 4-7-12 oc bracing.
<br />1 Row at midpt 6-10
<br />REACTIONS (lb/size)13=3173/0-5-8 (min. 0-3-6), 15=2206/0-6-6 (min. 0-1-8)
<br />Max Horz 13=100(LC 4)
<br />Max Uplift 13=-947(LC 3), 15=-616(LC 5)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-17=-217/1571,2-17=-218/1575,2-18=-3009/1723,3-18-3004/1722,3-19=-3009/1729,
<br />19-20=-3008/1729,4-20-3005/1728,4-21=-4967/1990,5-21=4960/1989,
<br />5-22=-4969/1997,22-23=-4964/1996,6-23=-4963/1996,6-24=-2722/757,7-24=-2717/758,
<br />7-25=-2721/760, 25-26-2717/761, 8-26-2713/762,15-27-2184/615, 8-27=-2184/615
<br />BOT CHORD 12-13=-797/519,11-12=-2036/4331,10-11=-1410/4947
<br />WEBS 1-13=-2243/369,2-13=-2564/1240,2-12=983/2691,3-12=-343/267,4-12=-1488/382,
<br />4-11 =0/740, 5-11=-356/272, 6-11=-603/234,6-10=-2857/896, 7-10=-390/63,
<br />8-10=-914/3392
<br />NOTES
<br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opst BCDL=3.Opt; h=25ft; Cal. 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 fit 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) 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 />7) This truss is designed in accordance with the 2009 International Building Code section 2306.1 and referenced standard ANSI/TPI 1.
<br />8) 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 />9) 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 />10) 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 connection device(s) is the
<br />responsibility of others.
<br />LOAD CASE(S) Standard
<br />Ii*)*R s. 44>9'Ae-\\// 2? /41. .£\1-11
<br />"2 /\111\l
<br />c -C '- -3 E
<br />* . -31-15 *
<br />2.90 L
<br />arch 27,2013
<br />94;4AUGGL4meters and READ NOTES ON THIS AND INCLUDED ETEK REPERENCE PAGE MI!·7473 BEFORE USSNM 'flim
<br />Design valid for use only with Milek connectors. Thb design is based only upon parameters shown. and Is for an Individual building component.
<br />Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
<br />Is for lateral support of IndMdual web members only. Additional temporary bracing to insure stabiBly during construction Whe responsibillity of the
<br />erector, Additional permanent bracing of the overan structure istheresponsibinty of the building designer. For general guidance regarding
<br />fabrication. quality control storage, delery. erection and bracing. consult ANSI/TP11 Quality Critefla DSB-89 and BCSI Building Componenl
<br />Safety Information available from Truss Plote Institute. 781 N. Lee Street. Suite 312. Alexandria, VA 22314.
<br />If Southern Pin,(SP} lumber !3 *pecifitd. thi disign valu,s eri thos, effi,tive 06/01/2013 byALSC
<br />iTe *
<br />7777 Greenback Lane, SuHe 109
<br />Citrus Heights, CA, 95610
<br />-2-2--ir
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