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' <br /> .bb Truas Tnu�s TYPB Q►Y PN Metro Ra►tlodeling/3220 BOhnS POinUMFULS <br /> , 88027R N� SPECIAL 6 1 <br /> .lob R� <br /> lA�Fa�est Piod�tt�s-P�tt 379.M6meo0a.MN 58284 BTOD s Apr 28 2005 NhTek h�ies,Inc.Thu.1�3109:12a4�)OB Page 1 <br /> ac4l�011 <br /> ' � -1-0� , 1�-12 � <br /> 1-0-0 1�-12 g <br /> �=1 <br /> ' �p,pp�c4 AI�20 I I � <br /> � <br /> ' Z <br /> T1 <br /> ' � � <br /> �� <br /> ' 4ac4 N�OG <br /> 10.OD� <br /> ' <br /> � 1d�8 ,1�-12i <br /> , 1-0S 033 <br /> LOADING(P�40.0 SPACUOG 2-40 CSI QEFL in (toc) Udefl L/d PLA7ES GRIP <br /> (Roof Snar�0.0) Ptabes Irnxease 1.15 TC 0.17 Vert(LL) -0.� 5 � 240 M1120 197/144 <br /> TCDL 10.0 ����� �•15 BC 0.03 Vert(TL) -0.00 5 � 1� <br /> ' BCLL 0.0 R�Str�s Irnz YES WB 0.� Horz(TL) -0.� 4 Na Na <br /> BCDL 10.0 � IRC2000/ANSi95 (MetrbQ y�ig�7� <br /> LUMBER gRp�, <br /> TOP CHORD 2 X 4 SPF Mo2 TOP CHORD Sh�tl�ed or 1�-12 oc purlrt�, except end ve�tica�. <br /> BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid�il'vig directly apptied w 6-0-0 oc bracing. <br /> , WEBS 2 X 4 SPF No.3'ExaepC <br /> W2 2 X 4 SPF No2 <br /> � REJ►C710N3 (IbJsize) 5--239f438,4=4/Mect�nfcel <br /> Ma�c Haz 5=50(load c�e 4) <br /> Nlax Upfift5--28(load c�e n�4=48(load case 6) <br /> M1Aax G�av5--239p�d�1),4=48(►oad case 3) <br /> ' FORCES (Ib)-Ma�dmum Compression/Ma�dmum Ter�n <br /> TOP CHORD 2-�-1�/38,1-r-Or/3,2-3=34/31,34=33/11 <br /> BOT CHORD 45=53l30 <br /> NOiES <br /> 1)Wind:ASCE 7-OZ�mph;h=251k TCDL=S.Opsf,BCDL=S.QpsF CaOegory II;E�B;endosed;MWFRS gable end zor�; <br /> ' carthlev��ft artd right exposed;end vertical left and right exp�ed;Lumber DOL=1.�ptate Brip DOL=1.00. <br /> 2)TCLL:ASCE 7-0Z;PF-40.0 psf(i�t roof snow)�CeOegaY���ExP B:PerdedY E�.:Ct�1 <br /> 3)This tr�s F�been checked for uniform snowr load only,e�aoept as nated. <br /> 4)Thts truss Fms been des�ned for greater of min raof INe I�d of 16.0 psf or 1.00 tirr�es flat roof taad of 40A Psf ai ove� <br /> rton-wncument wilh ottier INe loads. <br /> , �This truss has been d�igrred for a 10.0 psF bottom ctrold live laad rroncorxaurent wiTh any olh�Cne loeds. <br /> 6)Refer to girder(s)for truas Uo husa conn�tfons. <br /> ���9�1aM(s)5 cortsiders parallel to grabf velue t�sing ANSUTPI 7 engle Uo grain formula. Buildin9 d�gner shouid verify <br /> ca�of bear"vig surtaae. <br /> 8)Provide rt�ecF�ical�nnec1ton(by otl�era)ot truss to bearh�p Plate capeble of witl»slsrnfing 29 Ib upGft at joint 5 and 48 tb Wfift <br /> , at jdnt 4. <br /> LOAD CASE(S) Star�dard <br /> ' <br /> ' <br /> ' <br />