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��� R T E 4 �EM�EfZ REP012T Level,Floor.�Flush Beam PASSED <br /> 2 piece(s) 1 3/4" x 20°' 2.OE Microllam0 LVL <br /> Overall Length: 14'11" <br /> _ _ -- — - - <br /> . _ <br /> ' . . . _ . � � . . � <br /> + i + <br /> 0 0 �� <br /> - ♦ � _ <br /> ■ . , j <br /> 7 <br /> ' 14' <br /> 0 � <br /> All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. <br /> Design Results Actua)@ Locadon Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 6320 @ 4" 10784(4.25") Passed(59%) -- 1.0 D+0.75 L+0.75 5(All Spans) MemberType:Flush aeam <br /> Shear(Ibs) 4584 @ 2'1 1/2" 15295 Passed(30%) 1.15 1.0 D+0.75 L+0.75 5(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 21814 @ 7'S 1/2" 54237 Passed(40%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:ISC 2015 <br /> Live Load Defl.(in) 0.115 @ 7'S 1/2" 0.356 Passed(L/999+) -- 1.0 D+0.75 L+0.75 S(All Spans) oesign Methodology:AS� <br /> Total Load Defl.(in) 0.207 @ 7'S 1/2" 0.712 Passed(L/827) -- 1.0 D+0.75 L+0.75 S(All Spans) <br /> • Deflection criteria:LL(L/460)and TL(L/240). <br /> •Bracing(Lu):All compression edges(top and bottom)must be braced at SO'S 1/16"o/c unless detailed otherwise.Proper attachment and positioning of <br /> lateral bracing is required to achieve member stabiliry. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Avaiiable Required Dead Floor Snow Tobl Accessories <br /> Live <br /> 1-Column-SPF 5.50" 4.25" 2.49" 2828 2088 2685 7601 1 1/4"Rim Board � <br /> 2-Column-SPF 5.50" 4.25" 2.49" Z828 2088 2685 7601 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> Tributary Dead Floor Live Snow <br /> Loads Location(5ide) w�dcn (0.90) (i.00) (i.is) Comments <br /> 0-Seif Weight(PLF) 1 1/43 to 14'9 N/A 20.4 <br /> 1-Uniform(PSF) 0 tu 14'11" �� 12.0 40.0 - floor <br /> Front <br /> 2-Uniform(PSF) 0 to 14'11" 9� 15.0 - 40.0 roof <br /> Front <br /> 3-Uniform(PLF) 0 to 14'11" N/A 140.0 - - wall <br /> Front <br /> Member Notes <br /> Porch side beam <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY INITIATIVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. <br /> l <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation de�ils. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of th(s 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 certified to sustainable <br /> foreshy siandards,Weyerhaeuser Engineered Lumber Producis have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in acmrdance wi[h applicable ASTM slandards. 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 Forte Software Operator <br /> Forte Software Operator Job Notes 5/11/2017 8:25:34 AM <br /> Steve Licht Forte v5.1,Design Engine:V6.5.1.1 <br /> Charles Cudd DeNovo <br /> (612)359-1709 <br /> slicht@chariescudd.com Page 1 of 1 <br />