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' <br /> Jab Tn�s Tn�s TYPe �Y �Y MetrO RBmode161g/3n0 Bot1t�POintlMUiILS <br /> ' 88027R R1A SPEqAL 1 1 <br /> .lab Refeefroe <br /> Urdversal Faest Ptoducffi-Plant 379�M6meoEa,INN 58284 8200 s A�28�NBTek IrMustrBes,inc.Thu.I�31 1230'24 20�Page 1 <br /> r1-0-0 , 1-1-9 , 23-13 , 7S6 , 1273 + 733-7�14� <br /> ' 1-0-0 1-0� 12� 61-11 51-11 12�8 11� <br /> Scate=1:30.1 <br /> ' 8i8� <br /> 6x6 N�'10= <br /> 4i4 M02D= <br /> ' '6x8 N�20ii 4 � 6 8 <br /> 10.00� d 1�N�O�� <br /> 4u8 6d�= 11� 1M1B � <br /> 3 �e <br /> , � a <br /> z I� � <br /> � �z „ to la I� <br /> ' 13 �t6 A�10= �t8 d�= <br /> gxg NI�- 9 <br /> M ��� <br /> 3x411A�I I <br /> 1 <br /> , 1-1-9 , 23-13 , 12 73 , 139-7 1411-0 <br /> � � � T <br /> ' 1-1-8 1-2d 103� 1 2�5 1-1�8 <br /> PIaUe Otisets : 4:0.49 Ed :0-4-1 E <br /> L��'� SPACUdG 2-0-0 CSI D� in poc) Udeil Ud PLA7E.R GRIP <br /> TCLL �•0 p��� 1.15 TC 0.45 Vert(Ll.) -0.1711-12 � 240 MII� 197/144 <br /> ' (Roof Srrow--40.0) ���I� 1.15 BC 0.71 Vert(fL) -0.35 11-12 >49�6 180 <br /> TCDL 10.0 Rep Stresa Irnx YES WB 0.51 Hwz(R) 0.05 8 Na Na <br /> BCLL 0.0 Code IRC2000JANSI95 (Ma� WeiSht 61 Ib <br /> �DL 10.0 <br /> LUAABER �iACO�Ca <br /> ' TQP CHORD 2 X 4 SPF No2 TOP CHORD Sh�tl�ed w 4�8 oc purfms, exc�t end v�ats. <br /> BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid oeifmg direclly applied or 6-0-0 ac b�aang. <br /> WEBS 2 X 4 SPF P{o.3 <br /> , REAC710NS p6lsize) 14-978/a3-8.8=855l0-38 <br /> M�c Haz 14�2(load c�se 4) <br /> M�c UpQft14=-81(lo�i c�e 4),8=-78(laad c�se 3) <br /> FORCE3 (Ib)-Ma�dmum CompressionfMaximum Tarts(on <br /> ' TOP CHORD Z 14=887/149,1-r-0r/3,2-3=1030/187,3-4=1215H 11,45=1075J120,b�1�7J82,8-7=1131lBB, <br /> 7-�09H 09.88�/128 <br /> BOT CHORD 13-14=93A59,12-13=184l744,11-1r-3U6/1�5,1Q11�/801,8�1�30@6 <br /> WEBS 2-1�118l�4,313=334/0,3-12---45/393,412�0/373,S1r T/B/L33,511=-85�J242,�11�/343, <br /> 7-11��/489,7-10�-427/0,&10�-73/5Q5 <br /> t N07ES <br /> 1)Wind:ASCE 7-Ox 90m�;h=251�TCDL=5.Opsf;BCDL=S.O�f Caffigory II;Exp B;erni�ed;MV4FRS gahde end�wre; <br /> cenhlevet leR ar�d riBht�cp�ed:ertti vertit�l left and rigM e�osed�Lumber DOL=1.00 plate grip DOL=1.00. <br /> 2)TCLL'ASCE 7-Ox PF�0.0 p�(i�t roof sno,�;CaUegary II;Exp B;Partfally E�.;Ct=1 <br /> ' 3)This truss h�been dreciced tor unifmm sr�anr load ony�exoept as noted. <br /> 4)This truss has been designed f�g�of rtdn iooi Qve loed of 18.0 psT or 1.00 tirt�s flat rooF l�d of 40.0 psf on overtmngs <br /> rron-oomx�rt�t with ottrer Gwe loads. <br /> �Provide adequahe drair�ege Uo prevent w�er pomm�g. <br /> 6)This Ut�s has been designed f�a 10.0�f boltom drord We bad rwncorux�rtern wilh arry a�Gve loads. <br /> �B�rin9 at jairras)74,8 conaid�s perallel to grain value using ANSUTPI 1 arig�to grahi formula. Bui�ing desigrrer shaild <br /> ' 8)P�ro�vi��'u�l conrre�tion N°Y oUiera)oi truss tD bearing p�cepabb of witltsiand'vig 81 Ib upGft at joirrt 14 and 78 Ib <br /> uplift et joirn a. <br /> e)Gap beboreen inside of top c��ord bearirtg end flrat d�gonal or vertfcal vveb sF�A rrot�coeed 0.5�m. <br /> ' LOAD C,ASE(S) Stat�dard <br /> ' <br /> 1 <br />