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, ����� �..� .,���� <br /> �---- -- _ _ __- __- --- - ---_____ - - _ _ --_ ____. <br /> _ __ - - - __-- <br /> Job Truss Truss Type Qty Ply <br /> JOBS' HOCHS CAMBER 1 1 <br /> --=- ---___ _ __ __ _____ ---- _ _ Job Reference(optional�-- <br /> __ _ _ _. _ _ _-- -- -- --— - --- -- — <br /> Structural Design Concepts,Waconia,MN 55387 6.500 s Feb 5 2007 MiTek Industries,Inc. Mon Oct 05 09 3223 2009 Page 1 <br /> -0-0-13 17-6-0 <br /> -1-6-0 8-0-0 16-0-0 16-0-13 <br /> --_ _ _ _ __ _ ____._ _ _ -- - <br /> Scale=1 4t.8 <br /> 1-5-3 8-0-0 4X5 - 8-0-0 0-0-13 <br /> 0-0-13 1-5-3 <br /> a <br /> � <br /> M __. <br /> Q <br /> W5 <br /> 10A0:12 3x5 <br /> 3x5 <br /> � 3 5 <br /> r' T1 y-- -s T1 <br /> � i- -- W4 W4 -- <br /> 4x10= �''� �. V � /� . <br /> � ..-�� .,�*-__.—.—._._- ----'•$2-==- - --- ----�-----^,�� 4x10-- <br /> -- — W2 <br /> 2 , b9 � � 10 9 Bj� .. 6 `n <br /> v c v �,_'�� . 5x5= 4x8= 5x5= '�AI1 � � <br /> -� 7 <br /> _Q _Q O� --�-s � - O. <br /> � �12 8A0 12 8 ��-- . <br /> 4x7= 4x7 - <br /> 3-3-0 12-9-0 16-0-0 <br /> 3-3-0 9-6-0 3-3-0 <br /> Plate Offsets�X Y) 18 0-1-8 Ed�eL[12_0-1-S,Edge] <br /> LOADING (ps� SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP <br /> TCLL 40.0 Plates Increase 1.15 TC 0.36 Vert(LL) -0 06 9-10 >999 240 MT20 197/144 <br /> TCDL 10.0 Lumber Increase 1.15 BC 0.43 Vert(TL) -0.10 9-10 >999 180 <br /> BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(TL) 0 10 8 n/a n/a <br /> BCDL 10.0 Code IBC2000/ANS195 (Matrix) Weight:781b <br /> LUMBER BRACING <br /> TOP CHORD 2 X 4 SPF No 2 TOP CHORD Sheathed or 4-6-15 oc purlins, except end verticals. <br /> BOT CHORD 2 X 4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. <br /> WEBS 2 X 4 SPF Stud'Except' <br /> W1 2 X 6 SPF 2100F 1.8E,W1 2 X 6 SPF 2100F 1.8E <br /> REACTIONS (Ib/size) 12=1096/0-5-$8=1096/0-5-8 <br /> Max Horz 12=-178(LC 3) <br /> Max Upliftl2=-63(LC 5),8=-63(LC 6) <br /> FORCES (Ib)-Maximum Compression/Maximum Tension <br /> TOP CHORD 1-2=0/111,23=-1529/19, 3-4=-907/30,4-5=-907/57,5-6=-1529/0,6-7=0/111,2-12=-847/133,6-8=-847/67 <br /> BOT CHORD 11-12=-536/151, 10-11=-93/1072,9-10=0/1072,8-9=-536l155 <br /> WEBS 2-11=-49/1586,6-9=0/1586,5-9=0/274,3-11=-31/274,4-10=0/478,3-10=-505/125,5-10=-505/24 <br /> NOTES <br /> 1)Unbalanced roof live loads have been considered for this design. <br /> 2)Wind:ASCE 7-98;90mph;h=25ft;TCDL=6.Opsf;BCDL=6 Opsf;Category II;Exp B;enclosed;MWFRS gable end zone; <br /> cantilever left and right exposed;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Plate metal <br /> DOL=1.33. <br /> 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads <br /> 4)Bearing at joint(s) 12,8 considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should <br /> verify capacity of bearing surface <br /> 5)One RT7 USP connectors recommended to connect truss to bearing walls due to uplift at jt(s)12 and 8. <br /> LOAD CASE(S) Standard t' <br /> RECEIVLD <br /> OCT � 6 ��09 <br /> -���F�RONO <br />