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' <br /> Job Tnms Tnias TYDB �riY PN Mebo RemOdeli�Boh118 PoirItlBAHILS <br />' 8B027R Ii6 SPECWL 1 1 . <br /> UnAaersel Fae�Producls-�mrt 378.M6me��MN 58284 B.�O s Job Ref�erxe <br /> Apr 28 2005 IWTek h�ies,Inc.Thu Jan 310993�Ci 2008 Page 1 <br />' , 7-11-1 � 8�� 1&S8 18-00.12 21�7 <br /> 1-11-7 B-9d 6-9�4 3d►4 2-10-01 <br /> S��le=1:41. <br /> 6=6�� <br /> G14� <br />, 6 <br /> 8x6 M�7A� <br /> 1QODL <br />' 4u8�d0� 4 4x4�'10�� <br /> S g <br />, � �B l�20 I I <br /> 1 � <br /> ' 2 �Ia <br />� ��- �1 <br /> � „ ,o e � 8 <br /> ��,� ��— � ��— <br />� ��— <br /> 7-11-0 8.8� �6.8-8 ��„� <br />' 1-11-1 B�d 634 8-3-1B <br /> Plate Offsels : 4:0-4-0 Ed :0-40 0-2 <br /> LOADING(ps� SPACING 2-0-0 CSI DEFL in (loc) I/d�l Lfd PLA7ES GRIP <br /> TCLL 4U.0 p�Irrc�ase 1.15 TC 0.� Vert(LL) -028 2-11 �982 240 M1120 197/144 <br />' (Roof Snodr�t0.0) ����In� 1.15 BC 0.84 V <br /> TCDL 10.0 ert(TL) -0.41 2-11 >818 1� <br /> BCLL 0.0 Rep Streas Irnx YES WB 0.75 Horz(TL) 0.12 7 Na Na <br /> BCDL 10.0 Code IRC2�0/ANS195 (Matrbc) Weight 702(b <br /> �V�� BRACOJG <br />' TOP CHORD 2 X 4 SPF No2`ExoepY TOP CHORD Sheatlied or 438 ac purftns, exoept end vert�als, <br /> T12 X e SYP DS.S BOT CHORD Rigid oeiTtrtg d'vectly appf�d or 10-0-0 oc bracir�. <br /> BOT CHORD 2 X 4 SPF No2 WEBS 1 Row at midpt 3-9 <br /> WEBS 2 X 4 SPF No.3 <br />' REACTIONS (Ib/size) 1=127M0-3-8,7=1272l0-3-8 <br /> Nl�c Ho21=191(load c�se 4) <br /> FORCES (Ib)-Ma�dmum Compr�sioNMaxirrwm Ter�ion <br />' TOP CHORD 1-2--388/0,2-3=2588/27,34=1218�220,45=-1108/43,&�1�8/44,6�7=287l16,7-�0/1018 <br /> BOT CHORD 2-11=140/2374,1411=1402374,8-1�140l2374,��-0/843 <br /> WEBS 3-11�P291,3�1585/131,S�0l718,&8-�48l101,68�1187/12 <br /> N07ES <br />' 1)Wotd:ASCE 7--Ox�enPh:h--25i�TCDL=5.Qpsf BCDL=5.Opaf;Cetegcry��:ExP B�end�ed�MWFRS gable end aorre; <br /> c�nt7ever left ar�d rigM�;�d veQtical left mtd r�ht expoaed;Lumber DOL=1.00 plate grip DOL=1.00. <br /> 2)TCLL ASCE 7-0�PF�0.0 Psf(f�t roof anow)�CeleB�Y����P 8:�N�.;Ct=1 <br /> 3)This truss has been dtecked tor uniPorm snaw load oniy,wmept�rrofied. <br /> 4)This tr�s has been d�igrted for a 10.0 psf bottcm drord live laed rroncronwrrerrt vvith any arth�Uve loa�. <br />' S�Be�rirtg at joforrt(s)1.7 considers perallel to grein vetue using ANSUTPI 1 angle Uo grain fomtu�. Buadrtg c�aigr�er should verify <br /> ca�of bearm9 aurfece. <br /> 8)Gap belween ir�ide of t�chord bearirtg and ftrst diagonal or vert[cal w8b slm0 rwt�coeed 0.5�in. <br /> LOAD CASE(3) SCaMdaard <br />' <br /> 1 <br />' <br />' <br />