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113TL <br />ENGINEERING <br />MB-11 <br />M = <br />0.94 k.ft <br />V = <br />0.45 K <br />L/480 = <br />0.21 (LL) <br />L/240 = <br />0.41 (M) <br />Elfe� d = <br />40 x1061b.in2 <br />4x10 <br />A4P 17 <br />M = 0.31 k.ft <br />V = 0.25 k <br />L/480 = 0.13 in (LL) <br />L/Z40 = 0.25 in (TL) <br />Elreq'd = 9 x1061b.in2 <br />/— okw/Ci=0.8 <br />Fp. T 2x10 HF #2 at 16" oc <br />Project: <br />Project Number: <br />19011 Wood-Sno Road NE, Suite 100 <br />Woodinville, WA 98072-4436 <br />Pbone:425-814-8448 <br />rax: 4LJ-z5/ t -L 1 LV <br />W= (15+40)(24/12) =0.11 k1f <br />8.25' <br />d_Tin .0 A Cf% al. <br />(1)2x6 <br />TRI <br />()3x <br />POCKET <br />�( )2x <br />STW GROUP <br />(!2x <br />57W GROUP <br />F� <br />N6R OY <br />MOB MFR <br />H3�PF tit <br />N6R <br />J1O5T <br />FOOTIN& <br />( J2x <br />POCI<ET <br />(1)2x6 <br />TRIMMER <br />( )2x <br />5TL D 6ROW <br />()2x <br />5T10 6ROW <br />416R �'( <br />TRUSS MFR <br />H612 <br />BEAM <br />POST_ <br />�OOT1N6OTHER <br />W= (15-i-60)(16/12) =0.1 Cif <br />5' <br />( )2x <br />TRIMMI <br />( )2- <br />POCKET <br />t�i <br />5STJD <br />91W OEM <br />r )2x <br />&ROW <br />LU528 <br />HSR BY <br />TRU55 MM <br />VWL EEOkM <br />_POST <br />FOOTING <br />OTHER <br />Client: <br />Designed By: <br />(( )2x <br />L); <br />POCKET <br />TRIMMER <br />( )2x <br />( )2x <br />51W GROUP <br />STUD 6ROW <br />R16FI EL�Nd� <br />fI6R <br />TR 55 <br />Bear on <br />5-1/2" <br />POST_ <br />wide <br />beam <br />—FOOTING <br />Date: <br />Scale: Page: MF2.6 <br />