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„ri 'f'” MEM�ER RE Main, M-01:Header p��s�� <br /> � 2 piece(s) 1 x 6 Hem-Fir No. 2 <br /> Overall Length:2' <br /> + + <br /> 0 0 <br /> 1'9" <br /> � � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual <br /> Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Wall <br /> Member Reaction Qbs) 549 @ 0 1823(1.50") Passed(30%) — 1.0 D+1.0 S(All Spans) Member Type:Header <br /> Shear(Ibs) 229 @ 7" 1898 Passed(12%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 275 @ 1' 1602 Passed(17%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.003 @ 1' 0.100 Passed(L/999+) -- 1.0 D+1.0 5(All Spans) Desi9n Metnodology:a5� <br /> Total Load Defl.(in) 0.004 @ 1' 0.133 Passed(L/999+) -- 1.0 D+ 1.0 S(All Spans) <br /> • DeFlection criteria:LL(L/240)and TL(L/180). <br /> • Bracing(Lu):All compression edges(top and bottom)must be braced at 2'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is <br /> required to achieve member stability. <br /> •Applicable calculations are based on NDS. <br /> � Bearing loads to Supports(Ibs) <br /> $Upp01'tS Total Available Required .Dead Snow Total .��Accessories <br /> 1-Trimmer-HF 1.50" L50" 1.50" 166 383 549 None <br /> 2-Trimmer-HF 1.50" L50" 1.50" 166 383 549 None <br /> Tributary Dead Snow <br /> Loads Location(Side) w�acn �0.90� �i.is� commencs <br /> 0-Self Weight(PLF) 0[0 2' N/A 4.2 <br /> 1-Uniform(PSF) 0 to 2' IS'4" 10.5 Z5.0 Residential-Living <br /> Areas <br /> Weyerhaeuser Notes USTAINA[3lE FORESTRY INITIATIV[ <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disdaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blo�ks)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.Products manufactured at Weyerhaeuser facilities are third-party certifed to sustainable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in <br /> accordance with applicable ASTM standards. For current code evaluation reports refer to http://www.woodbywy.com/services/s_CodeReports.aspx. <br /> The product application,input design loads,dimensions and support information have been provided by Design Lines-KTL <br /> Forte Software Operator Job Notes 9/28/2016 3:32:53 PM <br /> K��nneth Levesyu�� HHsk�ll;lddihun FOfIe VJ.1, DBSICJfI E_fl(�7111G:�/G.b.�.l <br /> Deslgn I.w�es 8�03 Hamle�I.��ni� �raVlty.-�tB <br /> 1��125135�-0531 Everett.WA9c;203 <br /> kernadesi9nhnes.coin Page 4 of 5 <br />