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� F� R T E �'� MENIBER REPORT Leve%Floor.Flush Beam PASSED <br /> 1 piece(�) 5 1/4°x 11 7/8" 2.OE Parallarn0 Plta§ PSL SL3 - Wet tlse (MC > 28%) <br /> Overall Length: 12'8 1/2" <br /> __ ____ ---— _ <br /> �; : <br /> + + <br /> 0 0 <br /> . ! <br /> ,.�, l2� �_,' <br /> � <br /> � � <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) 2694 @ 3" 2694(1.95") Passed(S00%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush seam <br /> Shear(Ibs) 2254 @ 1'2 7/8" 7111 Passed(32%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential <br /> Moment(Ft-Ibs) 8166 @ 6'3 3/4" 16718 Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 <br /> Live Load Defl.(in) 0.153 @ 6'3 3/4" 0.303 Passed(L/952) -- 1.0 D+1.0 L(All Spans) Design Metl,odology:ASD <br /> Total Load Defl.(in) 0.345 @ 6'3 3/4" 0.606 Passed(L/422) -- 1.0 D+1.0 L(All Spans) <br /> •Deflectlon crireria:u(I,/4ao)and TL(L/z4o). <br /> • B2cing(Lu):All compression edges(top and bottnm)must be braced at 12'4 1/4"o/c unless detailed othenvise.Proper attachment and positioning of lateral <br /> bracing is required to achieve member stability. <br /> Bearing Length Loads W Supports(Ibs) <br /> Supports Total Available Required Dead F��� Total Accessories <br /> Live <br /> 1-Hanger on 11 7/8"SPF beam 3.00" Hangerl 1.95" 1031 1768 2799 See note� <br /> 2-Column-SPF 5.50" 4.25" 2.03" 1049 1791 2840 1 1/4"Rim Board <br /> •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. <br /> •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger <br /> •i See Connector grid below for additional information and/or requiremen�. <br /> Connector:Sim son Strong-Tie Connectors <br /> Support Model Seat Length Top Nails Face Nails Member Nails Accessories <br /> 1-Face Mount Hanger Special hanger considerations N/A N/A N/A N/A <br /> Tribu�ry Dead Floor Live <br /> Loads Location(Side) width (0.90) (1.00) Comments <br /> 0-Self Weight(PLF) 3"to 12'7 1/4" N/A 19.5 <br /> 1-Uniform(PSF) 0 to 12'8 1/2" �� 20.0 40.0 deck load <br /> Front <br /> Member Notes <br /> deck beam <br /> Weyerhaeuser Notes (Z�SUSTAINABLE FORESTRY IN�TIATIVE <br /> l <br /> Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design�ralues. <br /> Weyerhaeuser e�:pressly disclaims any other warrandes related to the software.Refer to current Weyerhaeuser literature for insiallation details. <br /> (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)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 cettified to sus�inable <br /> forestry standards.Weyerhaeuser Engineered Lumber Products have been e�raluated 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.woodbyxy.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 .lob Notes � 5/11/2017 8:31:40 AM <br /> Steve Licht 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 />