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DETAIL FOR COMMON AND END JACKS Mil/SAC - 8 -20PSF 8/31/2005 PAGE 1 <br />MAX LOADING (psf)SPACING 2-0-0 'ID TCLi 20.0 Plates Increase 1.15 BRACING .MiTek Industries, Inc. <br />1/ TCDL 16.0 Lumber Increase 1.15 TOP CHORD Sheathed.Western Division <br />MINIMUM LUMBER SIZE AND GRADE <br />8CLL 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied.BCOL .10.0 <br />TOP CHORD 2X4 HF, DF-L No.1 LENGTH OF EXTENSIONBOT CHORD 2X4 SPF, HF, DF-L No.2 AS DESIGN REG'D 20'-0" MAX <br />SPUCE CAN EITHER BE 3X6 MT20 PLATES <br />OR 22" LONG 2X4 SCAB CENTERED AT SPLICE <br />W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE <br />W/ (.131")<3.0" MIN) NAILS 3" O.C. 2 ROWS <br />-2-0.0 8-0-01 1 <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 CHORD TO BE "2" MIN. <br />SPACING= 24" O.C.%9 SUPPORT AND CONNECTION BY OTHERS OR 2-18d COMMON WIRE <br />(0.162DIA. X 3.57 LGT TOE NAILS SUPPORTS SHALL BE PROVIDED <br />@ 4'-0- 0.C. ALONG THE EXTENSION OF TOP CHORD. <br />CONN. W/316d COMMON WIRE (0.162'DIA. X 3.5- LGD TOE NAILS <br />1 <br />CONN. W/216d COMMON WIRE (0552"DIA X 3.5- LGT) TOE NAILS <br />1 1 <br />8-0-0 <br />8-0-0 <br />. <br />6-0-0 .1 <br />EXT. <br />2-00 <br />4-0-0 < <br />4 . <br />2-0-0 <br />EXT. <br />AY-T 2.0-0 ·4 <br />*EXT.2-0-0 <br />2-0-0 • <br />. <br />CONN. W/31,6d COMMON WIRE (0.162"DIA X 3.5" LGT) TOE NAILS <br />31 <br />2-. <br />BOTTOM CHORD LENGTH MAY BE 2'-0'3x4 =OR A BEARING BLOCK.CONN. W/216d COMMON WIRE(0.167'DIA X 3.57 LGT- <br />TOE NAILS OR SEE DETAIL MID'SAC-7 FOR € <br />2-0-0 PRESSUREBLOCKING INFO.'219012!9,418-0.0 <br />. .1 1 <br />NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT.00 % <br />NO. C074436 <br />EXP. 12-31-13 <br /><42!YL,•re¥ZEF-C€19 <br />MAR 1 4 2013 <br /> WARNING · VeriA; duign paramaters and READ NOTES ON 7HIS AND INCI,UDED MrrliK REFERENCE PAGE MII-7473 BEFORE USE. <br />Design vaid for use only wi:h MiTek connectors. This design is based only upon paramelen shown. and h for an indvidual building component.Appicabiity of design paramenters and prope, incorporallon of component is responsibilly 01 building designer - not truss designe. Brccing shownis tor Ialerol support ol individuol web memben only. Additional temporary bracing lo insue ilobmly during construction b Ihe responsibilDy of fheereclor. Additional permanent bracing of the overabiructureis the responsibily ol the building designer. For general guidance regardingtabricotion, quaity conlrol storage. deivery. eeclion and bracing. consult ANSI/7'11 Quality Criteria, DSB.89 and BCSM BuM]ng ComponenlSality Informalion ovailable from Truu Plate institute. 583 D'Onobio Dlive. Modbon. Wl 53719. <br />ureenoacK Lane <br />Suite 109 <br />Citnus Heights, CA, 9561 <br />MiTek®