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JobTRM8 <br /> Truro Type Gly Py Stonewood DpNFry ResldencWW&S <br /> 8114/8 SPECIAL 3 1 <br /> o n <br /> 7. <br /> M-An S 2008 Wait MIJUS tso,Ina Tue Jun 1713:02:75 2008 Pope 1 <br /> -248-0 ,2-9-16 , 5-4-7 ,7-10-14, 11-4-10 , 14-10-7 , 20-43 i 25-11-8 <br /> 2-1-0 2-9-15 2.8-7 2.8-7 3-5-13 3-5-13 5-5-12 5-7-5 <br /> Y'918". <br /> Q6= <br /> REPAIR FOR TOP CHORD CRACKEDTO THE RIGHT OF JOINT 9 18". <br /> ° <br /> ,amrlsamxamg <br /> Yt.ae., <br /> *A WOOD= � <br /> awews 10 + <br /> s + <br /> e <br /> Y Nov, <br /> YIda09 <br /> 11 to It <br /> 1t Yae70= b — 1+WIA= i/elYell <br /> dill <br /> A <br /> a to <br /> evnetod�i <br /> "No" <br /> a N tame `pro <br /> 2-9-15 <br /> 5.4-7 7- 0- 14-10.7 20-2-12 22t-3 25-11-8 <br /> 0-5 8 _241, 2-8-7 8-11-9 54-5 0-1-7 5-75 <br /> 2 7 <br /> Plata Offsets 12:0-+110-043-171, ,0.2.8.0-%M.119:0-2-11,0991,1110 0 3 8Edgel <br /> LOADING(pd) SPACING 2-0.0 CSI DEFL I1 <br /> TCLL 40.0 plates laccases 1.15 TC 0.99 ) IWMI L/d PLATES GRIP <br /> (Roof$rnow�40.0) VeryLL) -0.14 15 :--M 240 M1120 1971144 <br /> Lumber TCDL 10.0 Increase 1.15 BC 0.39 Vert(TL) -0.31 14-15 >771 180 <br /> SCLL 0.0 Rep Site"he YES WS 0.92 Horz(TL) 027 11 n/a We <br /> SCDL 0 Code IRC2006/1P12002 (MOM) Weight:151 Ib <br /> LUMBER BRACING <br /> TOP CHORD 2 X 4 SPF Not-Except' TOP CHORD Sbulxural wood sheeting directly apii <br /> lidexost end ve . <br /> S-9 2 X 8 SPF No.2 BOT CHORD Rigid coding directly applied athat Illis plop,speei <br /> BOT CHORD 2 X 4 SPF Not WEBS 1 Row at midpt &13.9-1fir <br /> WEBS 2 X 4 SPF No.3-Except- port was 2-18 2 X 8 SPF No2,10.11 2 X 4 SPF No.2my dined tolso" an <br /> REACH M(1 Adzeax);1 /05.8.13■4ll&08.70npuk0.58),180938/0-&88-435(LC 5) and a duly Rap:sl�ed Pro- <br /> Mex11pIIt11■-1897(LC 1),13-832(LC4),18■-100(LC3) 1102. inert tlndar Ilse lowsof <br /> MaxGrav11.570(LC 4),13-411S(LC 1),18-NWC 1) innssdo.FORCES (b)-Mex.CompJMax.Ten.-All farces 250(b)or Mss except when shown.TOPCHORD 2-3�-984/2011,3-41382/290,4-5�-10788$"-1105/198,&7�-1011/217,7-8�-284/138.8.9-357/1308,9.10■50&2009, <br /> 2-18=711/205,10.11 -54011748 l p OBBINS <br /> BOTCHORD 17-18-521/330,1&17 .8241�2,15-16-SW1317,13-14 211290 <br /> WEBS 2-17■-157886,3.17-3W/108,3-16-01 0,4-15-247254,&15e28M155,7.15-471/1459,7-14■-528/218.&14"-10&551,&13"-1883912,9-13 .1872/373,10.13 -15281448NOTES n n._. <br /> 1)Wind:ASCE 7-05;9W";h■268;TCDL-5.0pet BCDL-5-OW.Category N;Exp B;enclosed;MWFRS pow-dee)gable end zone;andlever Telt and right <br /> exposed;and verbal left and right exposed; W mber DOL-1.80 plate grip DOL■1.33. <br /> 2)TCLL:ASCE 7-05;PI&40.0 pd(tIN rod snow);Category 11;Emp B;Partlally Exp.;CM.1.Lu-5044 <br /> 3)This blips ha been chadaed for uniform snow bad only,except as noted. <br /> 4)This buss has been designed for greater of min rod Iva bed of 18.0 pal'or 1.00 Imes flet rod load of 40.0 psf on overhangs non concurrent with other live <br /> beds. <br /> 5)R'ovide adequate drainage b prevent water ponding. <br /> 8)This buss has been designed fare 10.0 pal'boltonl chord be load nonconourrentwith any otherk"bads. <br /> 7)WARNING:Required bearing aiss at JoIngs)13 greelm then Input bwAv size. <br /> 8)Bearing st Jdnt(s)18 coneldere parallel to grain value tplp ANSVTPI 1 angle to grain formula. Budding designer should vartly capacity of bearing surface. <br /> 9)Provkb medutical comectlon(by others)of buss to bearlg plate capable of wHtatandi g 1097 Its,uplift al Joke 11,832 Its uplift at Jobs 13 and 100 b uplift at <br /> 1*418. <br /> 10)This tram is dsolpned In accordance with the 2006 Irdame8onel Residential Code section R502.11.1 and 8802.10.2 and referenced standard ANSVrPI 1. <br /> 11)1101ft forts at LC exceeds Imits <br /> LOAD CASE(S)Standard <br /> ATTACH 4'2 X 4#2 SPF TO ONE SIDE OF THE TRUSS AS SHOWN <br /> WITH 100° PL400 GLUE CONTACT AND(2)ROWS OF.131"X 3"NAILS AT 3"C/C. <br />