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DETAIL FOR COMMON AND END JACKS Mll/SAC - 8 -20PSF 8/31/2005 PAGE 1 <br />MAX LOADING (p,9 SPACING ·240 MiTek Industries, Inc.Ar, TCLL 20.0 Plates Increase 1.15 BRACING <br />I 'CY TCDL 16.0 Lumber Increase 1.15 TOP CHORD Sheathed. .Western Division <br />BCU 0.0 Rep Stress incr YES BOT CHORD Rigid ceiling directly applied. <br />BCDL 10.0 <br />MINIMUM LUMBER SIZE AND GRADE <br />TOP CHORD 2X4 HF, DF-L No.1 LENGTH OF EXTENSIONBOT CHORD 2X4 SPF, HF, DF-L No.2 AS DESIGN REO'D 20'-0» MAX <br />-2.0-0 <br />NOTE: <br />TOP CHORD PITCH: 3/12-8/12 <br />BOTTOM CHORD PITCH: 0/12-4/12 <br />PITCH DIFFERENCE BETWEEN TOP AND <br />BOTTOM CHORDTO BE "2" MIN. <br />SPACING= 24" O.C. <br />/ <br />SPUCE CAN ETHER BE 3XS MT20 PLATE5 <br />OR 27 LONG 2XA SCAB CENTERED AT SPUCE <br />W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE - .A <br />W/ (.13173.0 MIN) NAILS @ y O.C. 2 ROWS <br />8-0-0 <br />1 XYX <br />/»5559 1/ <br />/ SUPPORT AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE <br />/ (0.167DIA X 3.51 LGT TOE NAILS SUPPORTS SHALL BE PROVIDED <br />@4'-0- O.C. ALONG THE EXTENSION OF TOP CHORD. <br />CONN. W/3 16d COMMON WIRE (0.162-DIA X 3.5- LGT) TOE NAILS <br />3x4 = <br />3x4 <br />2-0.0 <br />CONN. Wt216d COMMON WIRE (0362"DIA X 3.5 LGT) TOE NAILS <br />1 <br />840-0 <br />8-0-0 <br />6-0-0 .· EXT. /12-0-0 <br />4-0-0 / I <br />. <br />2-GO <br />EXT. -- ' <br />EXT.2-0-0 <br />. ./ .1.EXT.2-0-0 <br />240 4 . <br />CONN. W/3 16d COMMON WIRE (0.162"O1A X 3.5" LGT) TOE NAILS <br />BOTrOM CHORD LENGTH MAY BE 2'-e <br />OR A BEARING BLOCK.CONN. W/2 16d COMMON WIRE(0.182'DIA X 3.5') LGT <br />TOE NAILS OR SEE DETAIL MIl/SAW FOR <br />PRESSUREBLOCKING INFO.-011 <br />8-0-0 <br />! <br />NOTE: NAIUNG SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. <br />C046433 <br />-<P. 3-31-13 9 <br />42&-/2. <br />AUG 1 0 2012 <br />A waRKING ·v=,W de,tga paro,ndusandREAD NOTES ON nm AND ZNCLODED MmX.REFERENCEPAGE Mir-7473 REFORE USE. <br />Design void for use orlly with Mirek cor,necton. Thb design is based only upon pararrelers shown. and h IC, an individual bunding component.Appicabmy of deden paramertlen and prope, incaporation of componerd h respormibmy of blmcing designer - not truss deligner. Brocing 5hownts lor blerat support oi Incividual web menlbels only. Addlional jemporory brucing to inswe stabioly duAng construdion 15 the lesponsibimly of Ihe <br />efeclor. Addilional pertnanent bfacke of the ovefanitucturets therespor„!brity of the bulding designer. Forgeneral guidance regardingtab:kx,flon. qually conlrot. $1arooe. dekery. erection and bracing, consull ANSI/!211 Quallty Criteda, DSB·89 and BCS,1 Building ComponentSately Informalion ovanob:e trom Tam Plate bullute. 583 D'Onottto Drive. Madmon. Wl 53719. <br />7777 Greer,back Lane * <br />Sulte 109 <br />Cltrus Hedghts, CA. 9581 <br />MiTek, <br />1