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CD <br /> OD <br /> 28:-ARIA IGA1 ;ATTIC 1 { <br /> i <br /> Job In o IoPLC . <br /> --- -= ---' -- -8_Lod s Od 18 2605 N.Tek Indus es:Inc Thu Apr as 16:42:u7 2108 Pege ti N <br /> CSD <br /> CD <br /> 28-0.0 <br /> x = Scale=1:97.: - <br /> W <br /> 3x5=5 E .. <br /> 3x6= - <br /> TO.O3FS2- 3x6 114 - 1 <br /> r 3x6 11 <br /> LO <br /> Ul <br /> 2x4 8 2x4 4- r� <br /> 3x410 o ii <br /> d 2 14.0- 9 m <br /> 10 <br /> N <br /> 8x8= 1s 13 12 11 16 8x8= o <br /> 76= 9x12 MT18H= - <br /> 0 0 6-10-4 6 f0 4 14� 2171&116-1114 28-0-0 <br /> rleleQftsS►s X,Y): ji:EdQeiO4 S�.[10:Ed5a,0Aljj!1:d3•UiUS2y�1( 3LQ3O.D4-12L. <br /> LOADING;psi) SPACING 2-0.0 I CSI OF-FL in (roc) vde8 Ud PLATES GRIP <br /> TCLL * 54.0 Platslncrease 1.15 TC 0.19 Vert(LL) -0.5411-13 >6t5 240 MT20 197/144 <br /> s <br /> TGOL 10.0 Lumber Increase 1A5 13C 0.47 Vert(TL) -0.7011-13 X473 180 j MT18H 2441190 m <br /> BCLL 0.0 Rep Stress Incr YES WB 0.60 Karz{1L) 0.03 10 n/a n/e <br /> Welgir..229 lb <br /> SCOL 10.0 Code IRC2080/ANS195 Ofttdx) - _.. M <br /> LUMBERBRACING Z <br /> TOP CHORD 2 X 6 SYP 240OF 2.0E'Excep4' TOP CHORD Sheathed or 3.5.6aopurl'ns,except <br /> T2 2 X 6 SPF Na 1 a SFF No.2 2-0-0 oepufts(6.0.0 max.)6-6. Z <br /> BOT CHORD 2 X 10 SYP 225OF 1.9E 80T CHORD Rigid ceiling directly applied or 10-0-0 x brarang. W <br /> WEBS 2 X 4 SPF Stud-Except' JOINTS 1 Brace al JI(s):14 --1 <br /> W3 2X 4 SPF IS50F 1.5E,W2 2 X4 SPF Nc.I or SPF No.2 <br /> W2 2X 4 SPF No.1 of SPF No.2 C7 <br /> --I <br /> H <br /> 0 <br /> Z <br /> REACTIONS (lblelze) 1=232810-3-8.'0=232810-343 <br /> Max Haz1=188(load Casa 8) <br /> Max Grow 1-760(load case 2), W=2760(loac rase 2) <br /> FORCES (Ib)-MBWMLvnComptession4JaximmTenslon <br /> TOP CHORD 1 2=-410610,2-3=370EIG 3.4=-2508P93,4.5=5lW-c4,6-7=-5i9M4,7$=2508ra,8-9=3'(1810, <br /> 9-10=410 Q ase=461408 <br /> BOT CHORD 1-15=019000,13.15=0f3000, 12.13=012436 11-12=02438,1146=00000. 10-18=G3000 <br /> WEBS 4-14=2688/34,7-14=-;668/34,3-13=0/1625,6-11=011525,5-14=-19613:.2,8-14=1961322.2.13=.927,08, <br /> 9-11=-827198 <br /> NOTES (13) <br /> ')Unbalanced mor Ave loads leve beer considered for lhisdesign. m <br /> 2)Wind:ASCE 7-98;Wmplh;h=264;TCDL=6.OpsL.BCDLa6.Opet Calegory 11;Exp 8;endosed;MWFRS InWjor zone and C-C <br /> Exterior:2)mane;earMeverleR and right exposed;end vertical left and righlecposed:Lumber DOL=1.33 Vials gdp <br /> DOL--i.33.This truss is designed for -C/or members and lames,and/or MIVFRS lbrreacdons specified. - -- - - - r9 <br /> ra - <br /> - - - <br /> frinfinirfirl m nane� - m <br /> A <br />