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, <br /> Job Tn�s Tn�ss TYPB �f/ PN MeU�O RErtlodefltlg/3220 Bohr�POintlMHfLS <br /> ' 88027R R3 SPEGAL 5 1 <br /> .bb Retser�ce <br /> UN�rsel Faest Produds-Plmit 379.M�neo�.NW 58�4 8�0 s Apr 28 Z005 RATek IrM�ries,lnc.Thu.Im�3108:13:00 2008 Page 1 <br /> , 1-� 8�8 , 18d►8 18-00-12 , 72 7$ � <br /> ' 1-11-1 6�� 8�4 3-Sd 3512 <br /> Scale=1- <br /> 6x8� <br /> &14� <br /> , 6 <br /> 8x811�0� <br /> 10AOL <br /> ' �t8 N�� 4 �c4 N�20�� <br /> 3 g <br /> ' � 1M4 ac4 A�I I <br /> 7 <br /> 8 <br /> 2 <br /> ' �� •�e a�m= la�� <br /> ts u „ �o Ia <br /> ac41Y�0 i I 3a6!�MlO= g <br /> �c8A�0= 1QODL �c4lA�2011 <br /> , 8t18 NO�= <br /> , 1-11-0 , dSdr + 18d►8 Z1�-7 �2 7$ <br /> ' 1-11-0 8.9�4 8-9d 8-3-15 0.10-0 <br /> Piate OBsefs : 4:0�4-0 E 5:0-4-0 0-Z 10:47�0-3-0 <br /> ����.0 SPACING 2-60 C31 DEFL in Qoc) 11ddi Ud PLA7ES CsRtP <br /> (Roof Snav--40.0) P�I� 7.15 TC 0.82 Vert(LL) -027 2-13 >978 2� MIi� 197/144 <br /> t TCDL 10.0 �mberlrns� 1.15 BC 0.74 Vert(TL) -0.44 2-13 �810 1� <br /> BCLL 0.0 Rep Stress Irta YES WB 0.75 Horz(TL) 0.17 9 Na Ne <br /> BCDL 10.0 �� IRC2000/ANSI85 (AAabfic) Weight 1071b <br /> �� �iACQ�G <br /> ' TOP CHORD 2 X 4 SPF No2'ExoapY TOP CHORD Sh�hed or 4-0-14 x pwiins, �cc�ept erxi�Ricals. <br /> T1 2 X 8 SYP DSS BOT CHORD Rigid�ifing�rectly applied or 10-0-0 oc bradng. <br /> BdT CHORD 2 X 4 SPF No2•Ex�pt' WEBS 1 Rav at rt�pt 311 <br /> 81 2 X 4 SPF 1650F 1.5E <br /> WEBS 2 X 4&PF No.3 <br /> , REACiiONS (IlNaize) �1340l43-6,1=134?J0�3-8 <br /> Nlmc Horz 1=187(bad case 4) <br /> , FORCES (m)-Ma�dmum CompressionlMaximum Tenaion <br /> TOP CHORD 1-2--�0918,2-�-2784/25,3-4=-1404/18,4:r=7287/41,5-8=1513/41,67=1496l5,7-�1430l0,��1351l0 <br /> BOT CHORD 213=127/2559,12-13=127i2558,11-1r 127/2559,10-11�H247,�10�f76 <br /> WEBS 3-1�0/289,&91=18�/131,511�0/948,�11=212/48,&10�/1148,7-1�-17�48,8-1�208/57 <br /> , NOIES <br /> 1)Wittd:ASCE 7-OZ 80mph;h�2.5tk TCDL=S.OpsF BCDL=5.Opsf;Ca�egory II;Exp B;endosed;MWFRS gaWe�zone; <br /> c�ntilev�left and right eo�;end verHcal Idt et�d right�d;Lumber DOL=1.00 p�0e grip�L=1.�. <br /> 2)TCLL:ASCE 7-0x PF---00.0 P�(flai roof snow):Ca�gay���ExP B,Pe��Y�P•:Ct=1 <br /> s)This tr►�s t�been dfedced ior uniiwm samw bad ony�except as naded. <br /> , 4)Thh�truss has been designed for a 10.0 psf bottom chord Itve load nor�ruxvrent vvifh erry�Gv+e loads. <br /> S�Bearirtg at�int{sj 9,1 c�tders parap�Uo grain value�ir�p ANSI/TPI 1 engle to gram formula. Buadmg�gner should v�ify <br /> c��of bearv►g surface. <br /> LOAD CASE(3) Siendarc! <br /> ' <br /> ' <br /> 1 <br /> , ., <br />