Laserfiche WebLink
' <br /> Job Tn�s Tn�sType Qty Ply Mebsp RgmOdelillyr3220 BphI18 POItINN111fL$ <br /> ' 88027R R5 SPECIAL 2 1 <br /> .bob R�roe <br /> Urtheerael Forest Priod��ts-Plant 379.MbmeoOa�AAP158284 820D s A{a'28 2005 ANTelc trM�,Ir�c.Thu.lan 310g1392 2008 Page 1 <br /> , 2-�� 9�8� , 18dr8 , 1�10-12 , 22 7-03 ,24-7�2G81$274-0, <br /> ' 2-11-1 8-9� 8�8�4 3-6-4 2�1 1d►8 1�-9 1-0-0 <br /> 6�1�� ��� <br /> &14� <br /> 6 <br /> ' 8%S A�i <br /> ��' hA2�H�� <br /> s18 4 s ��L <br /> ' �c4l�I I <br /> y�Q YY4 4x8 M�O�� <br /> 7 <br /> 2 8���� <br /> 8 <br /> 1 8ng Nm2p- <br /> � �� 8 � <br /> n �s �s �a <br /> ac41�20 I I 3�d�F1= 13 � � <br /> ' 'bt8�= S�d01�H� ,el� <br /> $ p � <br /> 10.00 1����� �eS <br /> 11 <br /> ' �t4 E�ZO= <br /> �tt8 AI�O�� <br /> , 2-11-1 8� , 16-5-8 22 7-13 ,241��SS1$27�d-0 <br /> ' 2-11-1 8-&4 8�4 6-2d 1�8 1dr8 1�-0 <br /> Plate Oflse� : 4:0-40 E 5:0-40 Q2� 10:43-8 E 14:a&1 0- <br /> ���'� SPACWG 2-0-0 CSI DEFL in <br /> TCLL �.0 Plates Irna� 1.15 TC 1.00 V�t{LL) -0.�14�15 u�80 240 MII� 1�44 <br /> ' (RoolSrrow—�0.0) ����� 1.15 BC 0.89 Vert(fL) -0.861415 >375 180 MII20H 148l1� <br /> TCDL 10.0 Rep S4ess Irux YES WB 0.97 Harz(TL) 0.86 11 nle n/e <br /> BCLL 0.0 Cade IRC2000/ANSI95 (Matrix) Weight 1631b <br /> BCDL 10.0 <br /> LUIY�ER BRACWG <br /> ' TOP CHORD 2 X 8 SYP 24�F 2.OE`F�coepY' TOP CHORD 3h�U�ed, exaept end v�er�. <br /> T2 2 X 4 SPF PIo2,T3 2 X 4 SPF 21�F 1.8E BOT CHORD Rigid ceil'mg diredly eppl'�d or 10-0-0 oc bracing. <br /> BOT CHORD 2 X 4 SPF 1850F 1.5E'Exc�epP WEBS 1 Row at mtdpt 315 <br /> B3 2 X 4 SPF 21�F 1.BE <br /> WEBS 2 X 4 SPF Ido.3•Exoept <br /> , W52X4SPF1850F1.5E,W82X8SPFNo.2,W72X4SPFNo.2 <br /> W7 2 X 4 SPF No2 <br /> LBR SCAB 1�2 X 8 SYP 24WF 2.OE mre s� <br /> ' REAC7iOPIS (I�s¢e) 11=1817/438.1=1820/0-5-11 <br /> All�c H�c 1=205(bed c�e 4) <br /> FORCE3 (m)-Ma�dmum Com�ioNMe�dmum Ter�ion <br /> TOP CHORD 7-2�38/55,2�-35�l0,3-1�-2123/0,418=-21�/0,45=2047/19,5-�-2371/18,67=7485d0,7-�7774/0, <br /> ' &�078/0,9-1�3388/0,1411=1648/0 . <br /> BOT CHORD 2-17=�/3381,1617=�l3381,15-1��/3381,1415=0l2704,1314�/5946,12-13=0/3260,11-1r-0/174 <br /> WEBS 3-17�/276,3�15=1789/130,rr15--0/1782,615=127M10,614-0/4822,7-14�245,8-1�1141l0, <br /> 9-12=1358J0,8-14=0/1217,8-13�/218T,1412�0/2421 <br /> NOTES <br /> ' 1)Atlached 11-11-0 ecab 1 tD 4,frarrt taoe(s)2 X 8 SYP 2400F 20E wHh 2 row(s)af 0.131"x3"Nm1s speced 8"o.aezo�t: <br /> S18�JIQ 8�Z'�'�I(IORI @fld At,�IM��R8G Y f�V(S�8t 7 O.C.�Z-O-O�8'�8N(IQ At 9-H$f10IT1 @Ild 8�JOUI���Iiffi�210MY(3�8t 7 O.G <br /> for 2-3-14. <br /> 2)1N1nd:ASCE 7-Ox�mph;h=251�TCDL=S.Op�;BCDL=5.0�Cetegory II;E�B;endosed;MWF'RS gable end zorre; <br /> cenh7ev�left arui r�gM e�cposed�eml v�tical left end right e�d;Lumber DOL=1.�plate gtip DOL=1.�. <br /> ' 3)TCLL:ASCE 7-0�P�40.0 I�(flat tooT sr�aa);Categcry���E�9:PaA�IN ExP.�Ct=1 <br /> 4)This truss F�be�d�for uniform srmw toad oNy.e�mept�noted. <br /> �This tr�s has been d�igrted fw a 10.0�f bottom drord live laad rror�conc�merrt wilh arry ott�five loa�. <br /> 6)M pla6as ara MT20 platea unlesa oUte�wtse indicated. <br /> �Bearin9 at j�rrt(s)11�1 wr�id�s para��bo grain value u�ng ANSI/TPI 1 angle to graht formula. Bta'Iding d�igner shoutd <br /> ' veriy capacity of b�ring surface. <br /> LOAD CASE(S) SC3nderd <br /> 1 <br /> ' <br />