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II- <br /> . <br /> i Job Truss Truss Type lir Qty Ply <br /> 110548282 <br /> iollir <br /> R500947 I4SCAB ROOF TRUSS 1 1 <br /> Job Reference(optional) <br /> Stock Building Supply,Cedar,Mn.55011 6.200 e Oct 18 2005 MiTek Industries,Inc. Fri Jun 23 10:02:18 2006 Page 1 <br /> 3-1-12 I3-10-9 6-0-0 17-1-15 I 10-5-12 <br /> 3-1-12 0-8-13 2-1-7 1-1-15 3-3-13 <br /> 8x10 Scale=1:33.1 <br /> 3x6 II 5.6\\ 3x8 II <br /> 3 <br /> 3x0// 10 11 <br /> 1 <br /> 12.00 1z '� <br /> ,., <br /> 71 7x6= <br /> 1 <br /> tttttttttt i <br /> Illti — .1 is. MIN IN <br /> • ._ [d <br /> 4x10= 7x8= <br /> 8 7 6 5 12 13 4 <br /> 3x8 II 3-11-12 8x10= 7x6= <br /> 2-6-0 -1-121 I 6-0-0 I 10-2-4 101-5112 <br /> 2-6-0 0-7-12 0-10-0 2-0-4 4-2-4 0-3-8 <br /> Plate Offsets(X,Y): [1:Edge,0-2-12],[3:0-6-1,0-3-5],[4:Edge,0-3-8],[5:0-5-0,0-4-4],[6:0-2-8,0-44],[7:0-3-8,0-2-0],[11:0-2-8,0-2-8] <br /> PLATES GRIP <br /> MT20 197/144 <br /> Weight:85 lb <br /> LUMBER BRACING <br /> TOP CHORD 2 X 6 SPF No.2 TOP CHORD Sheathed or 6-0-0 oc purlins, except end verticals. [P] <br /> BOT CHORD 2 X 6 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br /> WEBS 2 X 4 SPF Stud'Except* JOINTS 1 Brace at Jt(s):9,10 <br /> 1-8 2 X 4 SPF No.2,1-7 2 X 4 SPF No.2,4-11 2 X 4 SPF No.2 <br /> CROSS BRACE DETAIL <br /> ), Attach to blocking or <br /> Adirectly into top chord. <br /> II <br /> CROSS BRACE <br /> I Hereby certify that this plan.speci- <br /> fication,or report was prepared by <br /> A me or under my direct supervision <br /> and that I am a dyblrticg Pro- <br /> fessionalEngirle'er -the laws <br /> of thrState oj ' _- - <br /> i <br /> -/ C{BY S.REDWANLY <br /> DATE REG.NO.24159 <br /> SCAB TRUSS June 26,2006 <br /> AWARNING-D design14515 N.Outer Forty, e <br /> Verify y fp parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE I(D-7473 BEFORE OSE. Suite#300 <br /> Design valid for use only with rutTek connectors.This design is based only upon parameters shown,and is for an individual building component. Chesterfield,MO 63017 <br /> Applicability of design paramenters 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 stability during construction is the responsibillity of the <br /> erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding <br /> fabrication.quality control,storage,delivery,erection and bracing,consult ANSI/TP11 Quality Criteria,DSB-89 and BCSI1 Building Component M Tek' <br /> Safely Information available from Truss Plate Institute,583 D'Onofrio Drive,Madison,WI 53719. <br />