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' <br /> Job Tn�s Tn�s TYPB �Y �Y MehO Rert10dB1iI1gf3220 BOht�POintlMFULS <br /> ' 8�27R FCl SPECIAL 7 1 <br /> Job Relere�e <br /> Urdverael Fae�P�oduds-P�nt 378.M6vre'o�,NBd 58'lB4 8.�0 s Apr28 200.5 MTeic Ind�ies.tnc.Thu.I�310912a�8 2008 P�e 1 <br /> , 1-17-7 , 7$10 , 11-2-13 , 13dr2 17dr14 21�-7 �27� <br /> ' 1-1� 1-7 r 8-7-9 3�83 2 2-S 4-0-12 43� Q10-1 <br /> Scate=1:45 <br /> 8x8 M�= <br /> , 6r14 At�20= <br /> 10.00� <br /> a � B <br /> Bx12 N�= Sx8 A�O= � T4 - <br /> ' Bs14 r 3 � 4 <br /> YYS <br /> 4tc8 d�0�� <br /> w <br /> y� 6a181�0= b <br /> ' �8 <br /> 2 � <br /> �� �a�= la��� <br /> , 18 14 13 12 11 t0 <br /> 2c4 MID20 I I 4�c4 d�= �c8 l�0= �c8�= g � <br /> �c4 dIIlTA= ��� �c4�I I <br /> f�8 lIID20- <br /> 1 <br /> , 1-11-0 , 7-6�10 , 11 2-13 13dr2 17�-04 21.9-7 $2 7� <br /> � � � <br /> ' 1-11-0 67� 383 2 2-S 40-02 a.s.s a�at <br /> Plete Ofisefs :0-8-0 a2-9 5:0-4-1 E 8:47-0 Q2-4 <br /> LOADING(ps� <br /> TCLL 40.0 �ACOQG 2-6-0 CSI DEFL in (loc) Udefl Ud PLA7ES CsR� <br /> (RoofSrrow--40.0) P��� �•�5 TC 0.78 Vert(LL) -024 2-15 � 240 ANi� 197/144 <br /> � TCDL 10.0 ��mber I� 1.15 BC 0.77 Vert(TL) -0.38 2-75 >711 1� <br /> BCLL 0.0 R�Str�s Irnx YES WB 0.57 Harz(TL) 0.16 9 nJa Na <br /> BCDL 10.0 � IRC20�JANSI85 (Matr6c) UVeight 1��y <br /> LUIYBER BRAC0�1(i <br /> ' TOP CHORD 2 X 4 SPF No.2•ExcepC' TOP CHORD Sf�eatlied or 2-1a12 oc�rf'vis, exoept er��ticals. <br /> T1 2 X 8 SYP QSS BOT CHORD Rig�c�7ing�rectiy appGed ar 10�0 oc bradng, Except <br /> BOT CHORD 2 X 4 SPF No2'ExoepY 8-0-0 oc bracang:�1 p, <br /> B12 X 4 SPF 1650F 1.5E <br /> WEBS 2 X 4 SPF No.3 <br /> ' RFJ1CTiONS (Ib/s�e) 1=1342/0-3-8,�1340/0-38 <br /> Ma�c Horz 1=135(load case 4) <br /> Matt UpiiM=84(l0�case 3),9--�4(load c�3) <br /> , FORCES (Ib)-Ma�6rtwm CompressiorVMa�drtarm Te�ion <br /> TOP CHORD 1-2--�/58,2-�-2�3/1�,3-4=2827/172,45=2107/133,5-6=1884/102,�7=1713/84,7�-14WP34, <br /> &�1279/15 <br /> BOT CHORD 2-15=1402861,1415=1372692,1314�121/2833,12-13=-3911733,11-12�39/1233,10-11=29/1193, <br /> ' a1�-38/29 <br /> WEBS 315�239,314�/1�,414=111/21,41�1601/162,51�-43/942,�1�73I845,�11�//176,7-11=88153, <br /> 7-1�51/70,&1�29/1205 <br /> NIOiES <br /> , 1)Wmd:ASCE 7-0��mph;h=25f�TCDL=S.Opsf;BCDL=5.OpsF,CaUegory II;Exp B;endosed;MWFRS gsWe�d zare; <br /> caz�ilev�left and ri9ht�:end vert�al I�t ertd r�M e�d�Lumber DOL=1.�plate grip DOL=1.�. <br /> 2)TCLL:ASCE 7-OZ Pl--40.0 P�I���Y��Y��:�B���N�P•�C�1 <br /> 3}This Uu�h�be�checiced{or unfimm arro�v laed only,except�a rroted. <br /> 4)Provide�mte drainage Tp preverrt wat�ponding. <br /> �This truss F�been desi�for e 10.0 psf bolfiom ctrord INe load rror�conamerrt wilfi arry otl�live lo�s. <br /> ' B)��9�l�s)1,9�nsiders parapel to graht value�ing ANSUTPI 1 angle to grain fortrtula. Building d�iBner should verify <br /> capaaty of bearing surfac�. <br /> �Provide mechanical cpnnection(by Whers)of truaa to b�ring plate c�pabfe of wifhstand'mg 64 Ib uptift at joint 1 arM 44 Ib upGR <br /> atjoint e. <br /> ' LOAD C�►S�E(S) Smr�rid <br /> ' <br /> 1 <br />