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, <br /> ,lob Tn�s Tnias Type Qly Ply MBhp ReI1lpdCli►tgf3220 Bph►Ig POIrIHNO'ULS <br /> ' 88027R R1G1 SPEGAL 7 <br /> 2 Job Re4ere�oe <br /> UNversel Faest Pioducts-�t 379.M§v�ffi.MN 58284 8200 s A�28 2005 N6Telc I�les.Inc.7Ftu.�3109:12�8 2000 Pege 1 <br /> �7-0-0+� 8-4-13 � 8�63 , 13-7-10 , 1411-0 ,16d1-0, <br /> ' 1-0-0 1�3-8 47 7 41 7 41 7 1�38 1-0-0 <br /> Smle=1• <br /> ' 8�� <br /> 6:8 d�= <br /> 4�c4 N�= 2c4 Y�I I <br /> ' 10.00� ��= 3 � 4 6 8 ��_ <br /> d yYq yYq <br /> 2 <br /> 7 <br /> 8 � <br /> � � ,� � „ ,o Iol� <br /> 1 � ��- ��- <br /> ��- �� <br /> ,8 ,O.OD,Z <br /> ' 3z4 d�20 I I 3�c41�10 I I <br /> ' <br /> , 1-0-9 , 6-413 9�8�3 138-7 , 1411-0 , <br /> � � � <br /> ' 7-1-9 43d 41-7 434 1-1� <br /> Plate Offseffi :a3-0 42-1 :43-0 a2-1 <br /> LOADING(� SPA(�V� 2-0-D CSI DEFL in (loc) Udefl Ud PLA7ES CsRIP <br /> TCLL 4U•0 p�Ir�crease 1.15 TC 0.38 Vert(LL) -0.19 11-12 >815 240 NU120 197/144 <br /> ' (RoofSrrow�40.0) ����� 1.15 BC 0.72 Vert(fL} -0.2911-12 �806 1� <br /> TCDL 10.0 Rep Stresa Irnx NO WB 0.86 Horz(R) 0.12 8 Na nle <br /> BCLL 0.0 �8 IRC2000/ANSI�i (Matfit) Weight 134 m <br /> BCDL 10.0 <br /> LUNBER B�iAC00G <br /> ' TOP CHORD 2 X 4 SPF No.2 TOP CHORD S�w�7-3 oc purGns, exoept erui ver�als. <br /> BOT CHORD 2 X 4 SPF No.2•Exc�apt' BOT CHORD Rigid�iling dhectly a�lied Or 8-0-0 oc bradong. <br /> 62 2 X 8 SFF No2 <br /> VNEBS 2 X 4 SPF No.3 <br /> , �►croNs �m✓sae� 15=1248l0-38,��r�vas-e <br /> M1A�c H�z 1 rr-51(bad case 4) <br /> Man UpGft1�138(loed c�e 4),�141(laad case 3) <br /> ' FORCES M)-Ma�dmum CompressianlMe�dmum Ter�sion <br /> TOP CHORD 2-15=1147/148,1 2 0!/3,2-�-20�283,3-0=-45�/833,4-5=-43�1?J584,58=�q,942/584,67=2242272, <br /> 7-8�r/3,7-�1287/131 <br /> BOT CHORD 141�245H01,1314t-910H28,12-1�251/1843,11-12--�28/45�,1a11=T16117�,�1�118/47 <br /> WEBS 214�257/1915,3-13=13/199,312--391/2990,412�/105,411=242/50,�11=387H04,611�58/15�J, <br /> , �1�-16/418,7-1�258/2029 <br /> PIO7'ES <br /> 1)2-ply truss to be wnn8cted togeUter wiftt 0.131"x3'Nai�as fopavs: <br /> Top drords cbutnec�d as foAa�vs:2 X 4-1 raw at a9-0 ac. <br /> t BoCom chords corm��follavs:2 X 4-1 rwv ffi Q9-0 oc,2 X 8-2 rows at 4a0 oc. <br /> Welx�n��foDowa:2 X 4-1 row at 0.9-0 oc. <br /> 2)All loads are wnaider�equaQy ap�d to all p6es��pt if nated�frorH(F�or badc(B)face in Ure LOAD CASE(S�s�n. <br /> Py to py c�nnecdwis have be�provided to mstrtbute wdy loads rroted as(�w(B).avess om�vuise ir�. <br /> 3)Wmd:ASCE 7-0��rr�ph;h=25tk TCDL=5.0�f;BCDL=S.Opa1;C�gory 11;Exp B;erxlosed;MWFRS gable end zorre; <br /> c�rtUlever left arni riBM�cpo�:end verticel left end r�F�t e�d�Lumb�DOL=1.�plate grip�L=1.�. <br /> , 4)TCLL ASCE 7-0�PF-40.0 Psi(t�t�oof snow)�Ca�gaY���E�B�Pe�lh E�.:Ct=1 <br /> �This truss t�be�dtedced Tor uniform artaa load onlY��Pt as noffid. <br /> 6)This truss has be�desigr�d for greaffir oT rtdn ioof Ave load of 18.0�f or 1.00 times flat roof laad of 40.0�t on overhar�gs <br /> rtan-aoncwrt�t v+ifh otl�r�re la�eds. <br /> n Pmvide�uate drair�age to Prever�t water Pundin9• <br /> , s)Thts tr�s F�been desfgned for e 10.0 pai bottom c�rd live toad norn�onciu►ent with arry oU�er Gve lae�. <br /> 9)B�ring at jo�t(s)15,e cona6ders paratlel to grain value t�ng ANSUTPI 1 angle to grain fomwla. Buitd'mg designer should <br /> Ve�Y�PeQh��9 surFao9. <br /> 10)Provide n'�n�al conr�ec�fon(by otheB)of Uuss to bearin8 PIaGe cspeb�e of vvitlu�ndutg 136 Ib upGR atjoint 15 and 141 Ib <br /> upiift at jaint e. <br /> ' ' 'n s:3-60 irom 0-0-0 to 1411-0 <br /> ' <br />