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Truss Truss Type Qty Pty
<br />R36138896
<br />12889 806 SPECIAL 1 1
<br />Tirnco Truss and Framing Supply, HESPERIA, CA. 92345
<br />5-9-0 11-5-11
<br />5-9-0 5-8-10
<br />1
<br />IJob Reference (optional)
<br />7.250 s May 11 2011 MiTek Industries, Inc. Wed Mar 27 10:03:33 2013 Page 1
<br />ID:aWQIhH1 adRB41qyp2U4TlxysDYG-oINUMARZT_ZvAr,P59M7YtulmzF6KRaIQU?BLzWkkO
<br />22-2-7 27-10-4 36-1-101173-8-135-74 5-7-13
<br />Scale = 1.61.
<br />0.38 fii-
<br />6,<8
<br />1.5x4 I I 5x16 ==8*16 -1.5*4 Il
<br />1.5x4 Il 22 5 23 624 25 7 26 8
<br />4,6 =5*10 =
<br />1 18 2 19 3 20 21 4-
<br />r.
<br />III 8
<br />15 13 12 11
<br />14
<br />2)(4 ||6,6 =6*16 MT20H -8x12 MT20H -3x10 I I
<br />2-2-02-4112 11-5-11 22-4-2 27-10-4 2-2-00-1212 9-0-15 10-10-7 5-6-2
<br />Plate Offsets (X.Y):14:0-2-8,0-3-01,18:0-7-4.Edael. 110:0-5-12.0-3-121. 112:0-5-12.Ed( el. 116:0-2-4.0-3-01, 116:2-4-12.36-0-121
<br />31-11-15
<br />4-1-11
<br />LOADING (psf)SPACING 2-0-0 CSI
<br />TCLL 20.0 Plates Increase 1.25 TC 0.99
<br />TCDL 15.0 Lumber Increase 1.25 BC 0.88
<br />BCLL 0.0.Rep Stress Incr NO WB 0.96
<br />BCDL 5.0 Code IBC2009/TPI2007 (Matrix)
<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, 9-12: 2 X 6 DF SS G
<br />WEBS 2 X 4 DF Std G *Except*
<br />8-16,6-11: 2 X 8 DF No.2 G, 2-13,8-10: 2 X 4 DF No.1&Btr G
<br />1-ZI
<br />10 9
<br />316 -3,(4 | |
<br />36-1-10
<br />4-1-11
<br />GRIP
<br />220/195
<br />165/146
<br />DEFL in (loc)Uden Ud PLATES
<br />Vert(LL)-0.4312-13 >938 360 MT20
<br />Veil(TL)-1.2412-13 >323 180 MT20H
<br />Horz(TL)-0.02 16 n/a rda
<br />Weight: 190 Ib FT = 20%
<br />BRACING
<br />TOP CHORD Structural wood sheathing directly applied, except end verticals
<br />BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing.
<br />WEBS 1 Row at midpt +13,6-10
<br />REACTIONS (lb/size)14=3424/0-5-8 (min. 0-3-10),16=3520/0-6-6 (min. 0-1-8)
<br />Max Hon 14=99(LC 4)
<br />Max Uplift 14=-1003(LC 3), 16=-888(LC 5)
<br />FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
<br />TOP CHORD 1-18=-215/1571,2-18=-216/1576,2-19=-3893/1913,3-19-3888/1912,3-20=-3892/1919,
<br />20-21=-3891/1919,4-21=-3887/1918,4-22=-6730/2325, 5-22=-6726/2324,
<br />5-23=-6731/2332, 23-24=6726/2331,6-24=-6714/2337, 6-25=-3647/944, 7-25=-3641/945,
<br />7-26=-3644/948,8-26=-3637/949,16-27=-3327/866,8-27=-3327/866
<br />BOT CHORD 13-14=-879/875,12-13=-2339/5591,11-12=-1877/7168,10-11=1877/7167
<br />WEBS 1-14=-2244/365, 2-14=-3001/1337, 2-13=-1101/3263, 3-13=-338/250, 4-13=1930/511,
<br />4-12=0/1260,5-12=-362/275,6-12=-714/0,6-10-4323/1198,7-10=-379/88,
<br />8-10=-1237/4849, 6-11=-558/2271
<br />NOTES
<br />1) Wind: ASCE 7-05; 85mph; TCDL=5.Opsf; BCDL=3.Opsf; h=25ft; Cat. Il; 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) 16 considers parallel to grain value using ANSITTPI 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 ANSIFTPI 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. Buildlng 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 50.0ib dead located at all mid panels and at all
<br />panel points along the Top Chord, nonconcurrent with any other live loads.
<br />10) Girder carries tie-in span(s): 8-0-0 from 28-0-0 to 36-0-12
<br />11) 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 on top chord, and 2000 Ib down and 529 Ib up at 28-1-8 on bottom chord. The design/selection of such connection
<br />device(s) is the responsibility of others.
<br />12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
<br />101
<br />1--March 27,2013
<br />2 w...*G?E;2desiongairii,reteivaiidRIMDNO7FS-ONmiSANDINCLUDEDEEBREPERSVIEPAGEM7I-7473-8&/OREUSE2:011-':
<br />Design valid for use only with MUTek connectors. This design b based only upon parameters shown, and Is for an individual building component.
<br />Applicabity of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown
<br />is for lateral support of Individual web members only. Additional temporary bracing to Insure stabinly dudng construction is the responsibty of the
<br />erector. Additional permanent bracing of the overall structure is the responsibinly of the building designer. For general guidance regarding
<br />fabrication. quality control storage. deliver* erection and bracing. consult ANSI/,Pll Quamy Crite,10, DSB-89 and BCSI Bundlng Component
<br />Safety Infolmallon avattable from Truss Plate Institute, 781 N. lee Street, Suite 312, Alexandria. VA 22314.
<br />H Southirn Pine (SP} tumbe, isip«ified, the disign values *re those ellective 06/01/2013 by Al.SC
<br />MiTek'
<br />7777 Greentack Lane, Suite 109
<br />Citrus Heights, CA, 95810
<br />-2-2-ir
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