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�F t� R T E �" �EP�BEP2 PiEPORT Level,Floor:Flush Beam PASSED <br /> 2 piece(s) 13/4" x 9 1/2" 2.OE Microllam0 LVL <br /> Overall Length:10'7" <br /> #�h.- tf;�� .� "` � e>„1 <br /> + I + <br /> � � Q <br /> _ I . ... . . . . . . .. ._.. I <br /> 10' <br /> 0 Q <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actual @ Location Allowed Resuit LDF Load:Combination(Pattern) System:Fioor <br /> Member Reaction(Ibs) 2478 @ 2" 3347(2.25") Passed(74%) -- 1.0 D+1.0 L(All Spans) MemberType:Flush Beam <br /> Shear(Ibs) 2010 @ 1'1" 6318 Pdssed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 6274 @ 5'3 1/2" 11775 Passed(53%) 1.00 1.0 D+1.0 L(All Spans) euilding Code:isC 2oi5 <br /> Live Load Defl.(in) 0.195 @ 5'3 1/2" 0.256 Passed(L/630) -- 1.0 D+1.0 L(All Spans) �esign Methodology:aso <br /> Total Load Defl.(in) 0.259 @ 5'3 1/2" 0.512 Passed(L/475) -- 1.0 D+1.0 L(AII Spans) <br /> • DeFlection criteria:LL(L/480)and TL(L,/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be breced at 10'4 1/2"o/c unless detailed othervvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Length Loads M Supports(Ibs) <br /> SlJPP01'tS Total Available Required Dead F1O°� Total Accessories <br /> Live <br /> 1-Stud wall-SPF 3.50" 2.25" 1.67" 622 1905 2527 1 1/4"Rim Board <br /> 2-Stud wall-SPF 3.50" 2.25" 1.67" 622 1905 2527 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied direcHy above it,bypassing the member being deslgned. <br /> Tributary Dead Floor Live <br /> L08[�5 Location(Side) Width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 1 1/43 to 10'S N�A 9� <br /> 'I-Uniform(PSF) 0 to 10'7"(Front) 9' 12.0 40.0 Residential-Living <br /> Areas <br /> Member Notes <br /> exercise beam <br /> Weyerhaeuser Notes f�SUSTAINABLE FORE57RYINITIATIVE <br /> Weyerhaeuser warrants that the sizing of itr products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> Weyerhaeuser expressly disclaims any other warrenties related to the software.Refer to current Weyerhaeuser literature for installation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash elocks)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.Produchs manufactured at Weyerhaeuser facilities are third-pariy certified to sustainable <br /> forestry s�ndards.Weyerhaeuser Engineered Lumber Productr have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in accordance with applicabie 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 informadon have been provided by Forte Software Operator <br /> Forte Software operator Job Notes 5/11/2017 8:34:33 AM <br /> steve�icht Forte v5.1,Design Engine:V6.5.1.1 <br /> Charles Cudd DeNovo <br /> (612)359-1709 <br /> slicht@charlescudd.com <br /> Page 1 of 1 <br />