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CORNER RAFTER 8'-0" SETBACK MIl/SAC - 9 -8SB 20-18 3/31/2004 PAGE 1 <br />MiTek Industries, InctA MINIMUM GRADE OF LUMBER LOADING (PSF)Western Division <br />BOT CHORD:2X6 DF-G SS TOP 20 18 <br />TOP CHORD:2X4 DF-G No. 1&BTR L D <br />STR. INC.: LUMB=1.15 PLATE=1.15 <br />REPETITIVE STRESSES NOT USED <br />SPACING : 24.0 IN. O.C. <br />NO. OF MEMBERS = 1 <br />NOTE: 1. ALL CONNECTIONS TO SUPPORTS BY OTHERS <br />2. ALL PLATES ARE MITEK MT20 <br />3-0-0 8'-0" SETBACK 1, . ·- . -EXTENSION <br /> SUPPORTS SHALL BE PROVIDED <br />ALONG EXTENSION @ 5'-8" O.C. W.X <br />215 PLF <br />-VV V V V V V +V ¥ V <br />SPLICE MAY BE LOCATED <br />ANYWHERE IN THE <br />12 EXTENSION <br />3x10 splice plates may be replaced2.83' -4.24 1·with 22" 2*4 HF No.2 or btr. scab <br />7- 10 one face with. 131x3 min. nails <br />@ 3" o.c. 2 rows <br />3x8 1 <br />_ ._.. 3x6 (TYP.) UNIFORMLY k,·Mi ..,...··SUPPORT <br />DISTRIBUTED - <br />-- i.· 11/' ' ' 3*10 + <br />1·.7.. ·''', 2·*'0' i , 1/2" GAP MAXIMUM BETWEEN <br />1 , -SUPPORT AND END OF RAFTER <br />SLPPORT <br />LENGTH OF HEEL PLATE P (MIN. 4") <br />11-3-12 <br />C046439' AlEXP. 3-31-13 7 <br />UXCS' 2,0 <br />AUG 101 <br />....:..:..'../.-.-:.-*.'*:./.=*.*.:.':'.I'.'-I.*il-- ly·'r'··Ae..=.9.7.-C.7.4,3·.-'2....0.»4· 1: .*·-cu /9-' -,U-*2'.·49'2·>'··r-;--1-7..ba ·• ·r.'·r,··45'·i•-.*.o-li-·'.··'el'.-'1/.U 'S··:''·.&-·· ,-·i.:.--·1,Z«· <br />?012 <br />WARN™0 · Verifit design porno,clers anrt READ NOTES ON 7HIS AND INCLUDED MITEK REFERENCE PAGE %11-7473 BEFORE USE. <br />Dedgn valid tor use only with Milek conneclon. Ihis design h baled only upon parameters shown. and h Ip on individual buading componenl.Applicabilily oldesign paromenters ond propefincomorolion of component h responsibility of building deigner - nol truss designer. Bracing showni B for lolerol supportolindividuciwebmembers only. Additionollemporary brocing lo insure stcbiuh, during ccnstructicn is the responsibmily ol theereclor, Addilional permonenl brocing 01 Ihe overol s;ruclure k Ihe responsibiny of Ihe buiding designer. For general guidance regardingi lob,zoilon. Quofily conlrot, storage. deivefy. efeclionond bacing, consult ANSIBpll Quanly Criterlo, DSB-89 and BC;11 Bunding Component· Safely Information ovoiloble from Truss Plate Inslitule. 583 [YOnotrio Drive. Madison, WI 53719. <br />7777 Greenback Lane <br />Suite 109 <br />Citfus Heights, CA. 9561 A Bil.1 N e <br />1