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� MEMBERREPORT MainFloor, WdwHdrDinetteleft PASSED <br /> i1FORTE ' <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:4'9" <br /> + + <br /> 0 0 <br /> � 2, �3�= 2, � <br /> 0 � 0 <br /> All loca[ions are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> __ _— _—_-- — _-- <br /> Desi n Results nctuai�a�ocatia+ ewwtiea Res�it LDF Load:Combination(Pattem) System:Wall <br /> Member Reaction(Ibs) 841 @ 0 1913(1.50") Passed(44%) -- 1.0 D+1.0 5(Alt Spans) Member Type:Header <br /> Shear(Ibs) 419 @ 3'4 3/4" 2872 Passed(IS%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) -637 @ 2'4 1/2" 3946 Passed(16%) 1.15 1.0 D+1.0 S(All Spans) Building Code:tsC <br /> Live Load DeFl.(in) 0.001 @ 1'3/8" 0.079 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) oesign Methodology:ASD <br /> Total Load DeFl.(in) 0.001 @ 1' 0.119 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) J <br /> _---- — —_-- <br /> •DeFlectlon criteria:LL(U360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 4'9"o/c unless detailed otherwise.Proper attachment and positloning of late2l <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> — -._... _---�---- — —��— -- ------�---- <br /> Bearing Loads W Supports(Ibs) � <br /> Supports Total Available Required Dead FL1� Soow Total Accessori�s <br /> �.1-Trimmer-SPF 1.50" 1.50" L50" 360 42/-6 481 883/-6 None <br /> 2-Trimmer-SPP 6.00" 6.00" 2.10" 1200 119 1481 2800 None <br /> 'I 3-Trimmer-SPF 1.50" 1.50" 1.50" 360 42/-6 481 883/-6 None <br /> 7ributarv Dead Floor Live Snow <br /> Loads wwnon w�arn �0.90) �i.00� �i.is) ca„menrs <br /> '1-Uniform(PSF) 0 to 4'9" 1' 15.0 40.0 - Floor <br /> 2-Uniform(PLF) 0 to 4'9" N/A 80.0 - - wall <br /> 3-Uniform(PSF) 0 to 4'9" 14'3" 21.2 - 35.0 roof <br /> ---- ----------- —...---- <br /> Weyerhaeuser Notes �SUSTAINA&E FORES7RY MITIATIVE <br /> Weyerhaeuser warrantr that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser eupressly disclaims any other warranties related to the software.Refer to curzent Weyerhaeuser literature for installation de[ails. <br /> (www.woodb�yy.c�ml Accessori�(Rim Board,Blocldng Panels and Squash Blocks)are not designed by this software.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 record,builder or framer is responsible to <br /> assure that this calculation is compatible with the overall project.Product5 manufactured at Weyerhaeuser facilities are third-paKy certifed to sustainable <br /> forestry standards. <br /> The produd application,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operator .lob Notes 7/10/2014 10:1220 AM <br /> Ryan Fr�cz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> ILyman Lumber company Miller Residence 195 Krntyre Lane.4te <br /> �, (952)470-0803 195 Kintyre Lane <br /> IRvan Fritzanlymanlumbercom Orono.MN 7/9/2014 Page 14 of 43 <br />