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' <br /> .bb Tn�s Tn�s TYPB QH �Y Metro RCmOdeliflgr3220 Bohns PointlMHiLS <br /> ' 8�27R R6/1 SPECWL 1 1 <br /> Unh�sel Foreat Pm�-Plmd 379.M6meota,MN 58284 B.Z00 s �� <br /> A�'28 2005 Mifek Ind�ies,Inc.Thu J�3109:13U4 2008 Page 1 <br /> � 1-11-0 � 8-B■l 11�-7 � 13�-13 �1� 1BS5 , 18-00-02 21-9-7 <br /> ' 1-11-1 493 483 138 1-2-14 1-11-01 2dr7 2-10-11 <br /> 3cale=1:461 <br /> br14 M92D- <br /> �A�= <br /> ' ����0 <br /> Wc12 N�= 8 7 � <br /> x <br /> ' ' 4 6 <br /> 4x41V�Q <br /> ��r <br /> 3u8 d� 8 <br /> � 3 3�Bl�II � <br /> ' � 8 <br /> 1 Z pl I�� <br /> � � �'- �� <br /> ��- <br /> ,� � � ,� „ ,o <br /> ��— ��— �� ��— <br /> 1 �� <br /> ��- <br /> 1-11-1 11�7 13 2-13 14d►11 165� 21�-7 <br /> ' 1-11-1 9$8 1�8 1-2-14 1-11-01 b-4 2 <br /> Plate OHs� 0-473 Ed 4:0-8-0 42-9 :0-4-1 Ed :0-7-0 0-2-3 <br /> ����C'� SPACING 2-0-0 CSI QEFL in (Ioc) UdeH Ud PLA7E3 GRIP <br /> TCLL 40.0 P���� �.15 TC 0.81 Veat(LL) -0.23 2-15 � 240 MII� 187/1q4 <br /> ' (Roof Srro�40.0) �I� 1.15 BC 0.94 V <br /> TCDL 10.0 ert(TL) -0.47 2-15 >546 1� <br /> BCLL 0.0 R�Stress Irnx YES WB 0.75 Horz(TL) 0.11 9 Na Na <br /> BCDL 10.0 �e �RC20�lANSI95 (AA� yye��127�y <br /> LUNBER �q�C, <br /> ' TOP CHORD 2 X 4 SPF No2'Ezoe�t TOP CHORD S�or 4-Q12 x puriins, �ccept end�. <br /> T1 2 X 8 SYP DSS BOT CHORD Rigid oeifmg d'vec�ly appfied or 1440 oc bracing. <br /> BOT CHORD 2 X 4 SPF No2 <br /> WEBS 2 X 4 SPF PIa3 <br /> ' �ncno�s p�sae� �=�z�aa�-e,��a�tia�s p <br /> Matt H�z 1=182(load t�se 4) <br /> M�c UpGft'1�9Qaad c�3),�17(bad c�se 3) <br /> ' FORCE3 (Ib)-Ma�dmum CompresstoMMa�dmum Ter�fon <br /> TOP CHORD 1-2-�75,2-3=-2804/133,3-4=1�2176,4.�-1477/�,5-�1388/81,6�7=1130/85,7�1277J80, <br /> ��288/32,�1�OH014 <br /> BOT CHORD 2-1''r--1832751,1415=-88/1824,1314=89l1458,1Z 13=-88/1458,11-12=29/935,1411=7l844 <br /> WEBS 315=-1238/17L,475=0l737,414=�{50/3,514=-49271,5-1r 1134l71,�12---43l589,7-12--B�582, <br /> ' 7-11=-47/77,8�11=38/143,&1�1188/29 <br /> N07ES <br /> 1)Wind:ASCE 7-0x 90mph;h=25fk TCDL=5.Opaf;BCDL=5.d�f;Category II;Exp B;endosed;MWFRS gaWe�d mne; <br /> cantlever left ar�d ri9ht�cpoeed�end verticel left end rigM e�ed:Lumber DOL=1.00 plate grip DOL=1.�. <br /> , 2}TCLL:ASCE 7-0x PP-R40.0 Psf(f�t roaf s►row)�CategaY��:�P B;�pY�:Ct=1 <br /> 3)This truss has been d�ciced for unifmm a�ow load onN�eoccePt as rtoted. <br /> 4)Pmvide adeQuate draina9e bo prever�t vvetet pondmg. <br /> 5)Th�trugs has been destgned tw a 10.0�f bottom chord frve load rroncornamertt wtth any otl�er pve loada. <br /> g)��9�1�nKs)1.9�nsid�s parallel to grein value�ir�ANSUTPI 1 engle to grs'vi famu�. Buddv�g desigt�r sh�id veri{y <br /> ca�of b�ring surface. <br /> ' �Provide mechenicel�Mectlon(by oll�ers)of truss to bearfi9 P��e��din9�Ib upl�C at joint 1 arid 17 Ib up6ft <br /> at jadrn e. <br /> 8)Gap behiveen inside of top chord b�dn8 ar�f�rat d�gonel�verdcal web shell rat ezoeed 0.5�in. <br /> ��+��13)Standard <br /> ' <br /> ' <br /> , <br />