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� <br /> Jab Tn,sa Tn�ss TYDB 4►Y PN M@Uo Remodeling/3?20 BOht�PoIntlN011LS <br /> ' 88027R R7 SPECIAL 1 1 <br /> Job Rdee�oe <br /> Univetsel Farest P�oducls-PIaM 378,Mkttre��MN 58284 8200 s Apr 28 20Q�AN7'ek IrMuatrles.Inc,Thu.lmi 31 09:12�5 2(108 Page 1 <br /> ' , -�� 1-1� � 2313 � 7$B � 12 73 ,� 1411-0+1611-0 i <br /> 1-0-0 1-1�8 1 z�4 61-11 C►1-11 1 2�4 1-1�9 1-0-0 <br /> Srsie=t <br /> ' B1B A� <br /> 6x611�0= <br /> 4x4 N�O= <br /> �c81Y�0�i4 p 8 6 <br /> �t6 N�O�� <br /> ' 1p,pp� d <br /> ��= 7 <br /> 3 � � �tg p�2p- <br /> � <br /> ' Z e <br /> � ,a u „ e Ia I� <br /> eace d�o= e�mmzo= �a e�- <br /> , 6�cs e�0= <br /> 16 ��r <br /> 3x4 k�0 I I 3�c41YIDZ0 I I <br /> ' <br /> , 1-1-8 , 2-3-13 , 12 73 , 138-7 , 1411-0 , <br /> � � � <br /> ' 1-1�8 1�-4 103-7 1-2-4 1-0� <br /> Plaffi Olfseffi : 4:0-4-1 Ed 8:0-4�1 E <br /> LOAD(WG(ps� <br /> TCLL �.0 PPia�s Irn�ease 115 T�C 0.45 Vert(LL) -0.17 12-�3 � 240 �� � <br /> �O�$°09��'�� Lumberl� 1.15 BC 0.72 Vert(TL) -0.3512-13 � 1� <br /> ' TCDL 10.0 Rep Stress Ir�cr YES V116 0.49 Horz(TL) 0.07 10 Na n/a <br /> BCLL 0.0 �e IRC2000/ANSI85 (Matr6c) Weight 84 Ib <br /> BCDL 10.0 <br /> LUINBER BRACU�Ca <br /> ' TOP CHORD 2 X 4 SPF No2 TOP CHORD Sheethed or 49-0 ac�rfit�, e�roept ertd verticals. <br /> BOT CHORD 2 X 4 SPF No2 BOT CHORD Rigid oeUing directly appiied or 8-0-0 x bradng. <br /> WEBS 2 X 4 SPF No.3 <br /> t REACTIONS pb/size) 15--�2/0-3-8�10-887J0-3-8 <br /> Ma�c Hmz 15=71(l0�c�ae 4) <br /> Ma�t Upliftl5=-82(l0�c�4),10�-82(load t�ae 3) <br /> FORCES (m)-Ma�d�m Com�ressionlMa�drtwm Tena6on <br /> ' TOP CHORD 21�900/143,1-2=0/73,2-3=-1048H88,34-=1235H�,45=1083H17,5-8=1093185,67=1235d72, <br /> 7�1048/114,&�0/73,&1�-�O/94 <br /> BOT CHORD 1415=80/82,1�14�147l756,12-13�297/1882,11-12-5@f/�,1411=89/35 <br /> WEBS 214=111/�,314=-337l0,3-1�-52P3�,473�0l3B0,rr1�817P239,5-12--817/238,612--0/380, <br /> 7-12=-27i�8,7-11=-�i7M,811L71{888 <br /> ' N07ES <br /> 1)Wind:ASCE 7-02;�mph;h�25f�TCDL=S.Op�;BCDL=5.Opaf;Catego�Y��;ExP B:end�d;MV4FRS gable erxl awre; <br /> carttilev�left and rPgM mcposed;erM vertical leR and r�M expoaed;Lumber DOL=1.�P�te B►IP�L=1.�. <br /> 2)TCLL:ASCE 7-0�PF--40.0 R�����)���BaY����B��pY�•:Ct=1 <br /> 1 s)rhis a�s r�been c�edced ror wiform sarow�oad on►r,wooept�rroted. <br /> 4)This truss tms be�des�ried for greatsr of min roof liwe bad of 18.0�f or 1.00 tirt�s flat raof load�40.0 psf wi overhan� <br /> noncorrca�rr�t vvifh oUref Qve Ioade. <br /> �Provfde adequate drafr�ge to prevertt water ponding. <br /> B)This truss F�been deaigned far a 10.0 psf botlom drord We load noncrorrcwrnarrt wMh arry oth�Cwe loads. <br /> �Bearing at joint(s)15,10 wr�iders parall��o grain value using APISI/TPI 1 angle bo g�ain formula Bupding desigr�shouM <br /> ' veriy capacilY ot bearing surtaoe. <br /> 8)Provide machenic;al conr�on(by oth�s)of truss Uo bearing plate cepable of wlThsband'mg 82 m up61t at joirrt 15 and 82 Ib <br /> uplift at jairk 10. <br /> LOAD CASE(3) Star�dard <br /> 1 <br /> 1 <br /> ' <br />