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� � � MEMBER REPORT Main Floor, Window Header in Di in Room PASSED <br /> it)F O R T E 2 piece(s) 1 3/4" x 9 1/2" 1.55E TimberS and0 LSL <br /> Overall Length:9'6" <br /> + , + <br /> o — o <br /> � � <br /> 9' <br /> � 0 <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimension are horizontal.;Drawing is Conceptual <br /> Design Results achwi��ocation auowea Res�it LDF � a:comarweo�(vattern) ' system:wau <br /> Member Reaction Qbs) 3689 @ 1 1/2" 7613(3.00") Passed(48%) -- 1. D+0.75 L+OJS S(All Spans) ' Member Type:Neader <br /> Shear(Ibs) 2880 @ 1'1/2" 7902 Passed(36%) 1.15 1. D+0.75 L+0.75 5(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 8306 @ 4'9" 11985 Passed(69%) 1.15 1 D+0.75 L+0.75 S(All Spans) Building Code:IBC <br /> Live Load DeFl.(in) 0.200 @ 4'9" 0.308 Passed(L/554) -- 1 D+0.75 L+0.75 S(All Spans) Design Methodology:ASo <br /> Total Load Defl.(in) 0.367 @ 4'9" 0.463 Passed(L/302) -- 1 0 D+0.75 L+0.75 S(AIl Spans) <br /> • Deflection criteria:LL(LJ360)and TL(U240)• � <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 9'6"o/c unless detailed otherwise.Propei attachment and positioning of late2l <br /> bracing is required to athieve member stability. <br /> _.... _.__._. -- .___ _ ..._ . . .—_____—______. ______ __.... __.____—_ _ ..._ <br /> Bearing Loads to Supports(Ib) <br /> �i$UPPOCtS Total Available Required Dead F��� Snow Total Accessories <br /> Live <br /> � 1-Tnmmer-SPF 3.00" 3.00" L50" 1676 1520 1164 4360 None <br /> 2-Tnmmer-SPF 3.00" 3.00" L50" 1676 1520 1164 4360 None <br /> , _..... .....___ . ._..._ ._._ _. . .... ...... ....__... . .. ._ .._._ _.__-------- <br /> � TribuWry Dead Floor Live Snow <br /> Loads Location w�aa� �0.90) (i.00� �i.is� co meoss <br /> 1-Uniform(PSF) 0 to 9'6" 8' 15.0 40.0 - Re ential-Living Areas <br /> 2-Uniform(PLF) 0 to 9'6" N/A 80.0 - <br /> 3-Uniform(PSF) 0 to 9'6" 3' 20.3 - 35.0 <br /> 4-Uniform(PSF) 0 to 9'6" 4' 203 - 35.0 <br /> Weyerhaeuser Notes (Lj)SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteri and published design values. 1 <br /> Weyerhaeuser expressly disclaims any other warranties related to[he software.Refer to current Weyerhaeuser literat re for installation details. <br /> (www.woodbywy.com)Accessori�(Rim Board,Blocking Panels and Squash Blocks)are not designed by this softwar Use of this software is not intended to <br /> circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of rec d,builder or f2mer is responsible to <br /> assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities ar third-party certified to sustainable <br /> forestry standards. <br /> The product application,input design loads,dimensions and support information have been provided by Forte Softwa Operator <br /> '! Forte Software Operator dob Notes ' 9(16/2013 12:31:30 PM <br /> ��stin sPre��er �or,yea r+omes Forte v4.1,Design Engine:V5J.0245 <br /> ; Lyman �Hosas � GH0389(bayside meadows mode!).4te <br /> � (ss2)a7o-aS17 orono, MN I <br /> j justin_spreitzer@lymanlumber.com Bayside Medows Model Page 10 of 22 <br />