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' <br /> .lob Tn�sa Tn�s TYPB �Y �Y MBhO R�IIOdBIing/32Z0 BOhI16 POintlMMIL.S <br /> ' 8802TR R4 SPECIAL 7 1 <br /> .Iob Ref� <br /> Urdverad Forest Prod�-Plm�t 379�Mkqre��NW 56284 8.�0 s Ap28 20D5 N6Tek Ir�s�Inc.Thu.lm�31 12.'3030 Z008 Page 1 <br /> , 2-�� 9�&8 � 16�8 + 18-10-02 , 22�-7 <br /> ' 2-11-1 &8�d 8-9d 3dtA 2A0-11 <br /> 8m1e=1- <br /> SxB�Y <br /> ' 6.14� 6 <br /> Bx8 h�0� 10.OD� <br /> , ��� 4x4l�0�� <br /> 4 <br /> 3 6 <br /> ' �t8 A�I I <br /> NR � 7 <br /> Z �Ia <br /> ' � 87[8 M020= �� <br /> � „ ,o s $ 1� <br /> ���� ��- ��- <br /> 1 ��- <br /> 2-N-1 9�8-5 1&B�8 42�8-7 <br /> , 2-11-1 8�9-4 &3•4 8-3-16 <br /> Plate Offsefs 0-0-13 0-40 4:0-40 E :440 a2 <br /> ���� SPACING 2-Q-0 CSI DEFL in poc) UdeH Ud PLA7ES GRIP <br /> TCLL �.0 Plates Irttxease 1.15 TC 0.89 Vert(LL) -0.47 2-11 >570 240 MIYLO 197l144 <br /> ' (Roof Snorv--40.0) ��y�I� 1.15 BC 0.� V <br /> TCDL 10.0 ett(TL) -0.72 2-11 >387 1� <br /> BCLL 0.0 Rep Stress Irnx YES WB 0.82 Horz(R) 0.22 7 Na Na <br /> BCDL 10.0 �� IRC2000JANSI85 (Matrbc) yYeight 1p3�y <br /> LUAf�ER �ACOYG <br /> � TOP CHORD 2 X 4 SPF 1650F 1.5E'Ext:epY TOP CHORD Sheatl�ed or2-9-12 ac purl'u�s, �cc�pt end vertic�. <br /> T3 2 X 4 SPF No.2,T1 2 X 8 SYP DSS BOT CHORD Rigid aei6ng d'vectly appli�or 10-0-0 oc braang. <br /> BOT CHORD Z X 4 SPF 1650F 1.5E'F�toepf' WEBS 1 Row at midpt 39 <br /> B2 2 X 4 SPF PVo.2 <br /> WEBS 2 X 4 SPF Plo.3 <br /> ' REAC710N3 (Iblsbe) 7=1327/0-3-8,1=1330/U-S11 <br /> AAax Hoaz 1=2�(laed c�se 4) <br /> ' FORCES (m)-Me�dmum CompressioNMa�dmum Ter�ion <br /> TOP CHORD 1-2---440/0,2-3=-275Bf25,3-4=1283/L3,4''.r--1�1/43,58�1355/44,67=279/16,7-�ON�3 <br /> BOT CHORD 2-11=148/2576,1411=148/2578,9-1�148/2578,&9�/882 <br /> WEBS 3-11�/304,3-�1757/1�,S9�r/88,��49/118,6�1240/13 ' <br /> ' PIOiES <br /> 1)Wind:ASCE 7-02;�mph;h=25fk TCDL=5.Ops1;BCDL=5.Opsf;Ca6eg�ry II;E�B;endosed;MVVFRS gable�d zorre+; <br /> centllever�ft ar�rigM wcpoaed;�d v�l I�t artd tigM e�d;Lumber DOL=1.Q0 p�te grip DOL=1.00. <br /> 2)TCLL:ASCE 7-0x Pf--40.0 P�(���)�C�BmY��:�B�P��Y�•:Ct=1 <br /> s)rnis tr�ss nas teen c��eciced tor unirorm saw�w load onN�e�a�ept as rroted. � <br /> � 4)This truss Fias been desfgned for a 10.0 paf bot6om dtord ifve load rronoor�merrt with arry otltet Gwe toads. <br /> �B�rin9 at joirrt(s)7,1 considera paraqel to grain vaiue using ANSI/TPI 1 arigle bo grah�famula Buadng de�gn�sFwuld v�ify <br /> ce�of bearing surfac�. <br /> 8)Gap between inside of top chord bearing arW itrat d�onal or verNcel web�all not exc�ed 0.5�in. <br /> LOAD CASE(S) Star�dard <br /> , <br /> ' <br /> ' <br /> 1 <br />