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Job Truss Truss Type Qty Ply J.SCOTTY TPB 1
<br /> 1213146501
<br /> 91557 ' E2 Floor Truss 4 1 2 UNITS YF 1 OF 2
<br /> Job Reference(optional)
<br /> Scherer Brothers Truss Division, Albertville,MN 55301 7.350 s Sep 26 2012 MiTek Industries,Inc. Wed Oct 16 14:35:07 2013 Page 1
<br /> ID:WXopBAo3zA3ZUv4cpUDz_KygrPs-fRU4mgo9ZidyU3IDtpWs81O4Sn9E ZMui4dSgzySpCl
<br /> 10-7-2 1 2-0-0 2-6-0 I 2-0-0 01H8
<br /> Scale=1:30.7
<br /> MISSING RIGHT END BEARING
<br /> SEE SHEET 2 OF 2 FOR REPAIR DETAIL
<br /> 1.5x3 II
<br /> 3x3 I I 4x6= 1.5x3 I I 3x4= 1.5x3 II 1.5x3 H 3x4= 3x4= 1.5x3 =
<br /> 1 2 3 4 5 6 7 8 9
<br /> e
<br /> - 7-N1/4 e 0
<br /> - 7-NNN, 0
<br /> ir 16
<br /> ry
<br /> ee b- , ee
<br /> 15 14 13 12 11 1t
<br /> 4x6 = 4x6= 3x4= 3x4 = 3x4= 3x6=
<br /> I 8-1-2 i 10-1-2 I 18-1-2 I
<br /> 8-1-2 2-0-0 8-0-0
<br /> Plate Offsets(X,Y): 18:0-1-8,Edge),111:0-1-8,Edoe),112:0-1-8,Edge),[13:0-1-8,Ed9e1
<br /> LOADING(psf) SPACING 1-7-3 CSI DEFL in (loc) Vdefl Ud PLATES GRIP
<br /> TCLL 40.0 Plates Increase 1.00 TC 0.56 Vert(LL) -0.21 13-14 >999 480 MT20 197/144
<br /> TCDL 10.0 Lumber Increase 1.00 BC 0.69 Vert(TL) -0.30 13-14 >703 360
<br /> BCLL 0.0 Rep Stress Incr YES WB 0.48 Horz(TL) 0.04 10 n/a n/a
<br /> BCDL 5.0 Code MNSRC/TPI2002 (Matrix) Weight:79 lb FT=20%F,11%E
<br /> LUMBER BRACING
<br /> TOP CHORD 2x4 SPF No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except
<br /> BOT CHORD 2x4 SPF No.2(flat) end verticals.
<br /> WEBS 2x4 SPF Stud(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
<br /> REACTIONS (Ib/size) 15=785/Mechanical,10=780/0-2-10 (min.0-1-8)
<br /> FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown.
<br /> TOP CHORD 2-3=1009/0,3-4=-1009/0,4-5=-1863/0,5-6=-1863/0,6-7=-1863/0,7-8=-991/0
<br /> BOT CHORD 14-15=0/297,13-14=0/1583,12-13=0/1863,11-12=0/1564,10-11=0/991
<br /> WEBS 4-13=0/501,4-14=-711/0,2-14=0/962,2-15=-830/0,7-12=0/515,7-11=-709/0,
<br /> 8-11=0/455,8-10=-1205/0
<br /> NOTES
<br /> 1)Unbalanced floor live loads have been considered for this design.
<br /> 2)Refer to girder(s)for truss to truss connections.
<br /> 3)Provide mechanical connection(by others)of truss to bearing plate at joint(s)10.
<br /> 4)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss.
<br /> 5)Recommend 2x6 strongbacks,on edge,spaced at 10-0-0 oc and fastened to each truss with 3-10d(0.131"X 3")nails. Strongbacks to be
<br /> attached to walls at their outer ends or restrained by other means.
<br /> 6)CAUTION,Do not erect truss backwards.
<br /> LOAD CASE(S) Standard
<br /> I Hereby certify that this plan,speci-
<br /> fication, or report was prepared by
<br /> me or under my direct supervision
<br /> and that I am a duly Licensed Pro-
<br /> fessions -r under the laws
<br /> oft tate of Minnesei'
<br /> STEVEN E.FOX
<br /> DATE REG.NO.21980
<br /> October 17,2013
<br /> r t
<br /> A WARNING•Verify design parameters and READ NOTES ON THIS AM)INCLUDED MITEK REFERENCE PAGE NIII 7473 BEFORE USE. mit
<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 a responsibility of building designer-not truss designer.Bracing shown
<br /> is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction Is the responsibility of the
<br /> erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek"
<br /> fabrication,quality control,storage,delivery,erection and bracing,consult ANSI/D.11 Quality Criteria,DSB-e9 and SCSI Building Component 14515 N.Outer Forty,Suite#300
<br /> Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,MO 63017
<br /> 11 Southern Pine 1S7)lumber is specified,the design values are those effective 06/01/2013 by ALX
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