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� MEMBER REPORT Main Floor, Wdw Hdr Gara e front PASSED <br /> �)FORTE ` g <br /> 2 piece(s) 2 x 10 Spruce-Pine-Fir No. 1 / No. 2 <br /> Overall Length:6'9" <br /> �,������� � <br /> ,:._ <br /> ._,� � ..:��. ,.�..�� , ..���.�; :-a�,�,. - ,�_.,� � � <br /> + + <br /> 0 0 <br /> � 2� �` 2� 2� <br /> 0 � � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> _ _ — ---- —_ _------ ------- <br /> �DQ51 n Results Actual @�Location Altovued Result LDF load:Combination(Pattern) System:Wall <br /> Member Reaction(Ibs) 1191 @ 2'3" 3825(3.00") Passed(31%) 1.0 D+ 1.0 5(Adj Spans) Member 7ype:Header <br /> Shear Qbs) 218 @ 1'4 1/4" 2872 Passed(8%) 1.15 1.0 D+1.0 S(Adj Spans) ' euilding Use:Residential <br /> Moment(Ft-Ibs) -247 @ 2'3" 3946 Passed(6%) 1.15 1.0 D+1.0 S(Adj Spans) Buiiding Code:IBC <br /> Live load DeFl.(in) 0.000 @ 5'8 13/16" 0.075 Passed(L/999+) -- 1.0 D+1.0 5(Alt Spans) Design Methodology:n5� <br /> 'Total Load DeFl.(in) 0.001 @ 11 13/16" 0.112 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) <br /> i_---- _-- — - —— <br /> •Deflection criteria:LL(L/360)and TL(LJ240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at 6'9"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> •Applicable calculations are based on NDS 2005 methodology. <br /> ---Bearing-�----- � Loadsto5upports�(Ibs). .- ----- —� <br /> I$Upp01t5 Total Available Required Dead Snow Total Accessories <br /> �1-Trimmer-SPF 150" 1.50" 1.50° Z85 151 436 None � <br /> 2-Trimmer-SPF 3.00" 3.00" 1.50" 784 408 1192 None <br /> 3-Trimmer-SPF 3.00" 3.00" 1.50" 784 408 1192 None <br /> 4-Trimmer-SPF 1.50" 1.50" 1.50" 285 151 436 None <br /> 7 <br /> ' Tributary ' Dead Snow <br /> I Loads �ocar;oo w�ari, �0.90� �i.is� comme�rs <br /> �1-Uniform(PSF) 0 to 6'9" 4'6" � 25.5 35-0 roof <br /> 2-Uniform(PLF) 0 to 6'9" N/A 195.0 - gable � <br /> _ -- <br /> Weyerhaeuser Notes �$USTAINABIE FORESTRY INRIATNE <br /> Weyerhaeuser warrants that the sizing of itr productr will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodb�yy.coml Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designcd 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.Productr manufactured at Weyerhaeuser facilities are third-party certified to sustainable <br /> foreshy standards. <br /> The product applicadon,input design loads,dimensions and support information have been provided by Forte Software Operator <br /> Forte Software Operetor ,lob Notes 7/10/2014 10:12:20 AM <br /> ' Ryan F�itz Gonyea Homes Forte v4.6,Design Engine:V6.1.1.5 <br /> Lyman Lumber company Miller Residence 195 Kintyre Lane.4te <br /> (952)470-4503 195 Kintyre Lane <br /> Rvan Fr�cz@ivmaniumbercom Orono,MN iisizoia Page 23 of 43 <br />