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�� �!� p � � ° MEiWBER REPORT Level,Floor.Flush Beam PASSED <br /> �� �� 2 piece(s) 13/4'° x 20" 2.OE Microllam0 LVL <br /> Overall Length: 14'11" <br /> � _ , y� <br /> �s�'���..._ s, ��. �,�, ���;� r ;�� <br /> + + <br /> 0 0 <br /> I � <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 Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor <br /> Member Reaction(Ibs) 6688 @ 4" 10784(4.25") Passed(62%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Flush Beam <br /> Shear(Ibs) 4850 @ 2'1 1/2" 15295 Passed(32%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residentlal <br /> Moment(Ft-Ibs) 23084 @ 7'S 1/Z" 54237 Passed(43%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IeC zois <br /> Live Load Defl.(in) 0.123 @ 7'S 1/2" 0.356 Passed(LJ999+) -- 1.0 D+0.75 L+0.75 S(All Spans) oesign Methodology:Aso <br /> Total Load Defl.(in) O.Z19 @ 7'S 1/2" 0.712 Passed(U782) -- 1.0 D+0.75 L+0.75 S(AII Spans) <br /> •DeFlection criteria:LL(L/480)and TL(L/240). <br /> • B2cing(Lu):All compression edges(tnp and bottom)must be braced at 9'8 3/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral <br /> bracing Is required to achieve member stability. <br /> Bearing Length Loads to Supports(Ibs) <br /> Supports Total Available Required Dead F1O°� Snow Total Accessories <br /> Live <br /> 1-Column-SPF 5.50" 4.25" 2.64" 2977 2387 2685 8049 1 1/4"Rim Board <br /> 2-Column-SPF 5.50" 4.25" 2.64" 2977 2387 2685 8049 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(Side) w�atn �a.so� �i.00� �i.is) Commenls <br /> 0-Self Weight(PLF) 1 1/4"to 14'9 N/A 20.4 <br /> 3 4" <br /> 1-Uniform(PSF) 0 to 14'11" �� 12.0 40.0 - floor <br /> Front <br /> 2-Unifortn(PSF) 0 to 14'11" g� 15.0 - 40.0 roof <br /> Front <br /> 3,-Uniform(PLF) 0 to 14'il" N/A 140.0 - - wall <br /> Front <br /> 4-Uniform(PSF) 0 to 14'11" 1' 20.0 40.0 - de[k <br /> Front <br /> Member Notes <br /> porch deck side beam <br /> Weyerhaeuser Notes (Z�S�SUSTAINABLE fORESTRY INITIA7IVE <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 <br /> Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for insi�llation details. <br /> (www.woodbywy.com)Accessories(Rim Board,elocking Panels and Squash Blocks)are not designed by this software.Use of this sofiware 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 fremer is responsible to <br /> assure that this calculatlon is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certfied to sus�inable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested <br /> in 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 Forte Software Operator <br /> Forte Software operator Job Notes 5/1 1/201 7 8:27:51 AM <br /> Steve Licht Forte v5.1,Design Engine:V6.5.1.1 <br /> Charles Cudd DeNovo <br /> (612)359-1709 <br /> sl icht@ch a rl es cudd.com <br /> Page 1 of 1 <br />