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Job Tn�s Tn�s Type Qty Pty <br /> 87122 �SORS 1 1 <br /> Job Flefetenoe <br /> Scitterer 8ratllets Ttues DNlsbn,AI�tv19e,irNd 553�1,Boh6ie MkX;eNey 7.110 s Dec 152Q0816Fek kdustries,inc W9d Apt 2011:1525 2011 Pape t <br /> -2.g.0 6�8.9 130-0 19�8-7 28�0�0 2&6-0 <br /> 2�g.p 8-3�9 8$7 BS�7 639 2-6-0 <br /> 3qls s 191Y <br /> '�_ <br /> 8.00 12 <br /> 6 <br /> 8nB� <br /> �� <br /> �t4: 3 T l�64-�. <br /> 4 � <br /> 18 4 <br /> � ' � <br /> 3x6� gxty- � �3x8� <br /> 3108� 8 � �� <br /> 14 12 <br /> Z 1.5�c4 (I 1.'�x4 1I 10 <br /> � 11 <br /> 4u14� 4.00 12 4x14� <br /> 639 15-0-0 19�&7 260-0 <br /> 638 8-8-7 687 6�3,9 <br /> Plate OffseRs X : 2:0-1-5 4�2-4 10:Q�15 4 13.�46-4 038 <br /> IQADINf3lPsf) SPACINti 2-0-d l�l OEFL in (loc) Ud�l Ud PLATES C�P <br /> TCLL 35.0 Ptates Increase 1.t5 TC 0.96 Vert(LL) -0.54 12-13 >673 240 MT20 1�J423 <br /> TCDL 10A Lumber Increase 1.15 BC 0.87 Vert(TL) -1.05 t2-73 >295 180 <br /> BCLL 0.0 Rep 3tress Incr YES WB 0.51 Horz(TL) 0.85 10 Ma Na <br /> BCDL 10.0 Code MNSRClTPf20D2 (Metrix) WeigM:941b <br /> IUNBER BRAdNQ <br /> TOP CHOAD 2 X 4 SPF 2100F 1.BE T�CHORD Strudurai wood sheatttiing�rectly applied. <br /> 80T CHOAO 2 X 4 SPF 2100F 1.8E BOT CHORD Ftlgld cei�ng t5tedly appiied or to-0-0 oc brat�ng. <br /> WEBS 2 X 3 SPF-S No2'Except' WEBS 1 Row et mfdpt 4-13,&13 <br /> W3:2 X 6 SPF 2100F 1.8E ANTek reoommends tttat StebNizers and requir�voss bradng <br /> SLIDER Left 2 X 4 3PF No.2 3-5-14,Right 2 X 4 3PF No2 3-5-14 be�nstalled dwing trt�ss erectb�,in socordence wttfi Stabiltzer <br /> InstaNadon 'de. <br /> REACi10NS (fD/slze) r1 8 5 310-1-1 5(Input: 4&8),1�1653/o-1-15(inpu[: 63-8) <br /> Max Fbrz 2=78(LC 5) <br /> Max Uplift2=-21(LC 5).1�21(LC� <br /> FOR(�8 (W)-kiaximum CompressionMte�dm�n Termiai <br /> TOP CHORd 14=0/76,2-3=-SO66�U,3-4=-4951/0,45=-424�,5-�-4174J0.6•7-41T4/D.7-8=-4242/0,&9=-4851�.91�-5068✓0, <br /> iaii��s <br /> soTc}+o�o 2-�a=aa�s,��-ia--a�r3.i2-i�a�.�a�r-aasss <br /> 1NEBS 8-13=0l2949,414�C201.8-12=-0207,4-13=-822/119,&13=-922/137 <br /> NOTE8 <br /> 1)Unbalanced roof live loads have been c�sidered for tt�s deeign. <br /> 2)Wfnd:ASCE 7-05;90mph;TCDL=6.Opst;BCDL=5-t�sf;h=25ft;Cat.II;Exp B;enciosed;MWFRS(low-rise);carNilev�i�t and right <br /> e�oaed;end vertical left and right e�cposed;LtAnber DOL=1.33 plate grip DOL=1.33 <br /> 3)This tr�s has been designed for a 10.0 psf b�a�n r�Ord Bve load nonconcwrent xdth any other Nve{oads. <br /> 4l���9 at Joint(s)2,10 oonsiders paraitel to gra�vaA�e�kig AK41/TPI 1 angte to grain formula. BuAding designer should ve:ily <br /> capacity of bearing surtace. <br /> 5)Provide mechanicei connectbn(by others)of truss to bearing plate capable of with�anding 21 ib upli�at joint 2 ar�l 21 tb uqift at joirtt <br /> 10_ <br /> LQI1D CASFj� Standard <br />